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BLD2016-0506 CIVIL AND ARCHITECTURAL PlansNE 1/4, SE 1/4, SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. EDMONDS MIXED USE�PHASE 2 201 MAIN STREET EDMONDS, WA 98020 OWNER CONSULTANTS UTILITIES LEGAL DESCRIPTION BENCHMARK EDMONDS 2020 LLC ARCHITECT CIVIL ENGINEER _- WATER/SEWER/STORM GAS LOTS 7 THROUGH 12 INCLUSIVE, BLOCK 7 WSDOT MONUMENT NO. 190 PUBLISHED PO BOX 1778 HALLER ARCHITECTS LLC CG ENGINEERING - CITY OF EDMONDS PUGET SOUND ENERGY - ACCORDING TO THE PLAT OF EDMONDS, VOL.1 ELEVATOIN OF 11.446 METERS OR 37.559 EDMONDS, WA 98020 12216 CORLISS AVE IN2504TH AVE S, SUITE 200 1215TH AVE N PO BOX 91269 OF PLATS PAGES 26 AND 27. USSF. NORTHING: 91617.709M, EASTING: 425.640,8000 SEATTLE, WA 98133 EDMONDS, WA 98020 EDMONDS, WA 98020 BEELEVUE, WA 384119.637M, SCALE FACTOR: 0.99995629 CONTACT: DOUG SPEE 206.235.0935 425.778.8500 FAX 778.5536 425:771.0241 1.888.225.5773 M.I.C. LOCATED AT CENTERLINE SUNSET AVE. CONTACT: SCOTT BOYER CONTACT: JARED UNDERBRINK - WEST OF HOUSE NO.210 SUNSET AVE. SURVEYOR POWER CABLE&TELEPHONE FIRE DATUM WHITE SHEILD, INC SNOHOMISH COUNTY PUD COMCA5T FIRE DISTRICT ONE - NAVD 88 515116TH AVE SE - PO BOX 1107 15815 25TH AVE W 12425 MERIDIAN AVE BELLEVUE, WA 98003 - EVERETT, WA 98206 LYNNWOOD, WA EVERETE, WA 98208 425.453.0800 FAX 455.0505 425.783.1000 877.824.2288 425.551.1200 Q 1. GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF 25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERALCODES, RULES AND - UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST REGULATIONS: LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE CURRENT INTERNATIONAL BUILDING CODE (IBC) FOR REMOVAL OF SHORING AND BRACING; AS REQUIRED. 1. A- •2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL 26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR \ CONSTRUCTION ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL - ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS J FOR THE PUGET SOUND BASIN (CURRENT EDITION) - WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF 27.. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE IN. PROGRESS. - WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE 28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK LOCAL GOVERNING AUTHORITY. - SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. - "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF 29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS REPRODUCIBLE DRAWINGS FOR SUBMITTALTO THE OWNER PRIOR PROJECT COMPLETION ARE INDICATED, LOCATIONS MAYBE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE AND ACCEPTANCE. ASET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF APPROVED BY OWNER'S REPRESENTATIVE AND CITY. EDMONDS PRIOR TO FINALAPPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT 30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW. UTILITY BY 6" OR LESS, PLACE POLYETHYLENE APPROVAL. PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. _ -- 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN - WITHIN THE BUILDING. FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND 32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. .SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. 33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE 34. ASEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT CITY RIGHT-OF-WAY. ANY OTHER UTILITIES NOTSHOWN HEREON WHICH MAY BE AFFECTED BYTHE 35. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS IMPLEMENTATION OFTHIS PLAN. CONTRACTOR SHALLVERIFY LOCATION, DEPTH, SIZE, TYPE DEPARTMENT. PRIORTO FINALACCEPTANCE PROVIDE A COPY OF THE BACKFLOWTEST AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE REPORT TO THE CITY'S CROSS -CONNECTION CONTROL SPECIALIST. TEST REPORTS CAN BE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE FAXED TO 425.744.6057 OR E-MAILED TO LLUQ& AfMAW ONDSWA.GOV BACKFLOW COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON TESTING WILL BE REQUIRED ON AN ANNUAL BASIS THEREAFTER." THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. jar y"yma•-„ 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 CONRUCTION SEQUENCE NOTES: HOURS PRIOR TO CONSTRUCTION. 1.STSCHEDULER PRE-CONSIM-1ION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE 1326. TWO DAY(49 Hal NOTICE IS REQUIRED. STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROLNOTES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AN D MAY CHANGE DUE TO FIELD 3. CALL FOR. UTILITY LOCATES. CONDITIONS. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY 11, CONTRACTOR SHALL OBTAINA COPY OFTHE GEOTECHNICAL REPORT (WHERE APPLICABLE) AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. L 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. REPORT(THEREOF. CONTRALLTHOR LL OBT INACFAMILPYORIZE THEGFWITH - AND THE CONTENTS ALL SITE MEASURES ASPECTSLL EROSIONOR IMENTATN PLACE AND WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS CONSTRUCTION INSPECTED PRIOR TO ANY CONS7RUCfiON OR SITE CLEARING. EROSION ANDSEDIMENTATION PRIG TO CLEARING. ANDMUSSE REPORT. CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS - ESTABLISHED. - OFTHE PROJECT GEOTECHNICALREPORT. 6. DEMOLISH EXISTING STRUCTURES 13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, 8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND SURFACEDISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. STABILIZED PER EROSION CONTROL NOTES BELOW) 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 15. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. 16. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 17. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 18. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 19. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 20. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALLTIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. " 21. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 22. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. - 23. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5%SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. CAUTION! CALL BEFORE YOU DIGI BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION 1-800-424-5555 SHEET INDEX CIA COVER SHEET & GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL PLAN,4 C3.1 GRADING & DRAINAGE PLAN C4.1 WATER &SEWER PLAN C4.2 WATER &SEWER DETAILS C5.1 SITE& STREET IMPROVEMENT PLAN C5.2 SITE& STREET IMPROVEMENT DETAILS C5.3 TAAW4.-cGNTReb hW SITC . SIRELT VICINITY MAP NTS =PROJECT SITE - IMP11CNePewr tAA^I+' pevesmfpA rtzAFRC t WnW-"t3 LEGEND DESCRIPTION EXISTING PROPOSED ABN BLDG BOW rL CB CAP CO CONE CONST CP CUYD DDCVA DI - DIA DIP EA EJ ELEV EDP EX FDC FIFE FH FL FT GV - HP HT ID HE L LOPE LF.. LP LT MAX MECH MH ABBREVIATIONS PROPERTY LINE - - - ABANDONED MIN MJ MON NTS OC PC PI PIV- It PT PVC PVT PVMT PVT R REINF R) RET RT SD. SECT SDMH SIM SQ SS SSMH STA STD STL TB TOC TOW TOP TYP VC W/ WM MINIMUM ADJACENT PROPERTY LINE - - - - BUILDING MECHANICALJOINT CENTERLINE - - BOTTOM OF WALL MONUMENT CLEARING LIMITS - CENTERLINE NOTTOSCALE SEDIMENT BARRIER - - X X- CATCH BASIN ON CENTER CONTOUR LINE -----100----- ly"y' CORRUGATED METAL PIPE POINT OF CURVATURE FENCE 0 CLEANOUT POINT OF INTERSECTION SANITARY SEWER LINE --- SS - ->--SS - SS -ASS- CONCRETE POST INDICATOR VALVE MANHOLE ® Q CONSTRUCTION PROPERTY LINE STORM DRAIN MAIN - -So- -So- -SD SD- CONCRETE PIPE POINTOFTANGENCY STORM DRAIN PIPE - - - - - - - - - -R-R CUBICYARD POLYVINYL CHLORIDE PIPE ROOF DRAIN - - - R - - - R - - - R - DOUBLE DETECTOR CHECK VALVE ASSEMBLY POINT OF VERTICAL INTERSECTION FOOTING DRAIN - - - F - - - F - - - F --F-F- DUCTILE IRON PIPE PAVEMENT PRESSURE LINE - - - P - - - P - - - p - P-P DIAMETER POINT OF VERTICAL TANG. CATCH BASIN (TYPE 1) ❑ ■ DUCTILE IRON PIPE RADIUS CATCH BASIN (TYPE 2) ® EACH - REINFORCEMENT CLEANOUT o 0 EXPANSION JOINT RESTRAINEDIOINT CLEANOUTANDWYE ELEVATION RETAINING GRADE BREAK - - - - - - - - - - EDGE OF PAVEMENT RIGHT SURFACE SWALE ?- )- - j- •: }- EXISTING STORM DRAIN DRAINAGE ARROW FIRE DEPT. CONNECTION SECTION WATER LINE - - WA- - - WA- -WA-WA- FINISHED FLOOR ELEVATION I STORM DRAIN MANHOLE WATER METER Es B FIRE HYDRANT SIMILAR FIRE HYDRANT - 5N, FLANGE ISQUARE FDC )cf w FEET/FOOT I SANITARY SEWER PIV O • GATE VALVE SANITARY SEWER MANHOLE GATE VALVE % Z - HIGH POINT STATION TEE FTC .7 HEIGHT STANDARD 90° BEND ,.T NT INSIDE DIAMETER STEEL THRUST BLOCKING n ♦ INVERT ELEVATION THRUST BLOCK CAP LENGTH/LINE TOP OF CURB CONCRETE PAVEMENT •® ^ LINED CORRUGATED POLYETHYLENE PIPE TOP OF WALL ASPHALT PAVEMENT LINEAL FOOT TOP ELEVATION CRUSHED SURFACING LOW POINT TYPICAL ROCKERY LEFT VERTICAL CURVE SPOT ELEVATION. -20.0 f20.0 MAXIMUM WRH TELEPHONE LINE - - - T - - - T - - - T- -T-T- T-T MECHANICAL WATER METER POWER LINE - --- E-=- E - - -E- E-E - MANHOLE SIGN xxoEsm SHISNIT7". +�txAvvlc Tar mw PLTw y3Y C6 GfY1t%, VA -rep E h0pb. cIJ. JE 4t co it HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com C � ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC MTE -ERN 4/22/16 PERMIT SET �8/18/16 PERMIT REVISIONS 11/14/16 PERMIT REVISIONS 12/21/16 PERMIT REVISIONS BE. . JPU ER- ZO.S' aErKEB GAG PR-T TEIdI ..R. wECK �G GUZZ v4�ot easg7.•c6 q i5�5� �6cJ6TEr' DIAL 12/21/16 SONOWO3HOAllO . m g((��Z Z D3 DEC 2 2 2l�� clTr oililltl�I11+`-- COVER MEET AND GENERAL NOTES PRPECf NB. 15159.20 04/22/16 PRo RE-RK PATH sx¢r NUMBER C 1.1 SET MMME m �m 12 aaa <�miS I cnao y2mo II � � b I II 11 b II II II b wmnm�I 440, 41 iRVA SOUL CB TYPE2-48" RIM = 38.30 IE 30.39(12"N)IN'`- 1 / IE 30.39 (12" S) OUT, \ HE 35.2t (6"WE) P CT EXI: (COMPLETED FOR WASE I LIGHT CONSTRUCTION) -So- --So -50-, R^; iti mw� rnm� 20 n b mmo a n'a tnr u u w m. II �cwpn I� �V ,�wi VCy� U�• SD#2 CS TYPE RIM = 38.49 IE 30.83 (12" N IE 30.93 (12" S IE 35.36 (12" E IE 35.64t (6" V (COMPLETED CONSTRUCTIC NE 1/4, SE 1/4, SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. PLAN NOTES: (prlpolE sLTTNrtTAI� 1. REFER TO TRAFFIC CONTROL & HAUL ROUTE PLANS (�._"` __ Cl & CA) BY OTHERS INCLUDED WITH THIS SUBMITTAL & C5.3 (THIS SHEET SET) 2. MAINTAIN EXISTING SIDEWALKS& CURBS AS LONG AS POSSIBLE DURING r-48 CONSTRUCTION. CLOSURES OF SIDEWALKS, ALLEYS, AND/OR PARKING AREAS BEYOND 72 HOURS ARE SUBJECT TO DISRUPTION FEES. CLOSURES IIN EXPECTED TO BE LESSTHAN 72 HOURS. IT IS ANTICIPATED 2ND AVE OU ' PARKING & SIDEWALK WILL BE CLOSED FOR 12 MONTHS. 2 � � tb 4 N Z g m W L u lI v,A W Wt" I ° IN 3. CONTRACTOR TO COORDINATE ALLEY CLOSURES (WHEN NEEDED) WITH v%�•�Wia ') IN ENGINEERING INSPECTOR, POLICE, FIRE, AND TRASH. R49RJPM 2 N :OR rSTIN ST SIDEWALK SHALL BE CLOSED ONLY AS NEEDED AS LONG AS IT KES TO PERFORM SPECIFIC TASKS SIDEWALK REPLACEMENTS, UTILITY - \ V) CONNECTIONS, ETC. Q 1 GAS - -4y' _ Ss --W ,•�\ E- ? H ----- III- -I I ? L O i L-J � V LJ P CDNC7jpE CONCRETE' S1D Ll H t WALK I - \ 1-_./ / / .� _ ___ _ _-_ _ _ ___ _ _ E_ ___e_ _- _E _E__-E-__E__-E---E — — — — PROVIDE TEMPORARY �1 I - �a X - - _ - - - - - - — y/ — / \ m I, , P 0 STAGE IN ,1 , m v SEDIMENT TRAP DURING I/ \\tt 1 2 �V IgE 4 CONSTRUCTION �\ \ \h . J I ��, \ O' / - _ (6 / _ //� P �k1N aIAN . SE / �Q - / / n� n" �2 E PROVIDE 4,000 G ON _L_------ F EPESTRIAN ` / I ` m ^I TOR AGE TANK FOR SEDINT / I I 1�ERSION. -'t Ili /"I = SETTLING. PUMP SEDIMENT' I w w� / I n' TORMWATERTOOWREE SF IM R' - I \\\`11' II. DASHED LINE DEPICTS q U II REMOVEIEXIST j / / / I 11 r N II 9 SHORING WALL bn ° l ? V /^ - 71KYN" W - BUILDING ANCHOR SOUTH EDGE a x I o �' a I 1� dHW d --- -----� __ -_ EXISTING DEIFENTION IN MAIN STREET (SEE ,I II I I m . -- TO REMAIN SHORING PLANS FORJI'/ I \ DETAIL) I INSTALLC4AIN LINK FENCE AT LIMITS OF �' CLE AND GRADING. QCATE / REMOVE&REPLAC� I C. / n I PROVIDE STABILIZED CONSTRUCTI0�1 ARTf1G RF,C -_ ro / \ EXISTING CURB & p - CHAIN MINK FENCE TO EDGE OF SIDEWALK / - O /' - F 2 I ENTRANCED/ORWHEELWASH I p (. SIDEWALK ` II , /�^ E' I O FOR �Iiv11TED PERIODS pp(TIME AS I1,I o I 1 AS NEEDEDTO PREVENT SEDIMENT y'Il �� NE ED DURING CON RUCTION. m/, m I TRACK. MA�dTAIN EXIST DRIVEWAY ^2p / /' Q ,/' �'I i \� C�P AN CRETE DURING / / ______ CbNjTRN 3 lip _/ - i )_________ /_ N PROPOSED UILDING xp o I PROVIDE TEMPORARY v o e I rn SEDIMENTTRAP DURING I , i (PHAS 11) ti _ o // ,/ 4 CONSTRUCTION I+T "' `� I, // - SIDEWALK TO BE i - a o t'n REMOVE EXISTING - INSTW FILTER FABRf.G'' - 4- ( i/ DO o e4 I ^; \F m DIVERTED (MONTHS 1 u m 2 LOADING DOCK FENCE AROUND 2 - _ 0 I I I p p PERIMETER OFSITE THRU 4, ANDAS / A FOR SAFETY NEEDQ m /m PURPOSES). SEE C5.3 \ FOR DIVERSION. Z I y VkICHAIN LINK I F NCE, TYP r0 I /GO°\41 - > / --- -- -- — __ _ w-r T___T___T__-�' -�OHP/ _ __T_=_ -—___,=__T__._T_- - \ - rn Ni C "' / O P OAT- _ OHP '-y---OHP OHP1— \ OHP— bD \`GRAVEL DO- ASp// _DRIVE SS s \ i sS lSs SSss SS Ss SS--SS—SS—SS—Ss -?5 55' / i _ / _ _ GRAVEL DRIVE � t�fA7fR 'f GRAVEL DRIVE Ili - �' �6045' E II` i - _��6'WIDEALLEY. I �'`-y��, �`^�� `o\\ 1 / i\ II U 41 b /l \` PROTECT EXIST C • I OH MOVED ACROSS L OVERHEAD POWER TO BE PHASE I BUILDING ro m ,l l LIGHT POLE di I I ALLEY IN PHASEI I RELOCATED P¢ NEEDED (FINISHING COf�STRUCTION) oQ p DEMOLITION & TESC PLAN 1 SCALE: 1"=20' 20 0 10 20 40© z AS ---- ><I �GA --- --�'� IE 31111 (d3 �S) OUT GAS GAS �qg qqgg� '` GAS GAS AS � 2 GAS GAS , 2 GAN GAS --GAS GAS GAS �AS� PROVIDE TEMPO JR� tsIMENT�CI�IJ E-N- G 1 b ASPHALT ACE - IVD HV TRApDURKPG CONSTRUCTION � ANTICIPATED LIMIJSOF2ND - •E --- g q �gq'� - AVE DISRUYTIOtJJ(UTILITY_ N 28'56'14" E xl �/ WOgK; OVERLAY, ETC) 420.64� , 0 EXISTING �' --s- -50 -LjO--<--SD ASPHALT �- - SD- +\-s0-+--s0-�--sD--s0-<--s07-c--o I \SAWCU7&REMOVE EXISTING ` I REMOVE EXISTING �� - I \ASPHALT FOR PROPOSED i • PROVEMENTS, TYP W J..� . , .� �` -- D 2 RVICE - g W `� W W - `L _L----- - I 8 z a z I w w NH 25' MIN, RADIUS a / QAp9. R-DR-PI .[HOPS B'-Iz• MIN. DEPTH / G, i- PROVIDEAFULL WIDTH BT INGRESS/ EUBSESSCONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE DURING THE CONSTRUCTION PERIOD. CITY INSPECTION ACRE➢ ON ALL EROSION CONTRO MEASURES BEFORE WORK CAN BEGIN. STANDARD DETAIL rtA�menunoBomxTt Ieao-tBBo X0' �' RATE CB O e� e� CATCH B— THIS APPLICATION SHALL BE NXINT IED Al ALL TIMES WRINGCONSTRUCTION PERIOD. SEDIMENT SHALL BE REMOVED ON A REGULAR 1A.'.IS TO MAINTAIN FILTRATION EFFECTIVENESS. CITY INSPECTION REGION ON ALL EROSION CONTROL MEASURES BEFORE WORK CAN BEGIN. STANDARD DETAIL 7a17DAA 11.011197-1118-1A9Nr TB9D-t9Ho Ela CITY OF EDMONDS STANDARD DETAIL ,2 CIITYNOF EDMONDS STANDARD DETAIL 4 CITYOFEDMONDS STANDARD DETAIL 2 SCALE: NTS 38II WI ONV IOULN00 NOIS083 a0:1 31SISNOdS38 SI U010Wi N00M3NM0 HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com C � ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (!25) 778-5536 PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC IRY 9AA DAIE REN9CN 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS &11/14/16 PERMIT REVISIONS 12/21/16 PERMIT REVISIONS DERDx JPU DRANK Zos «EDY. GAG ,A-. TEAK R S. «E« 4G GtI j v4� 04 TA Yg7cct h �Ci"" sr4' jONALZI/ Ib DEC 2 2 2016 DEMOLITION & TESC PLAN PROJECL N0. 15159.20 DALE 04/22/16 PROJECT NEIWCRN PATH C2.1 SET NE 1/4, SE 1/4, SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. HALLER ARCHITECTS LLC mmRiyp I '�^i i� mMmy IW bWi m II I \\I�/ o - II ,NPR H W qq Y O,Aw I Rf 4a, INv V'Z V II a tyam$ it PLAN NOTES: GRADING QUANTITIES 1. CONNECT FOOTING DRAIN TO STORM DRAIN PUMP 2 2 m !Z SYSTEM IN BASEMENT (PUMP DESIGN PER N (CUT) - PLUMBER). TOTAL EXCAVATION 9,940 CU YDS TOTAL Z SDa2 CB TYPE 2-48" CONNECT TO DETENTION OUTFACE oqEW PN'fG 0 RIM=38.49 EMBANKMENT(FILL)- 5 CU YDS 2. TOP AND TOE ELEVATIONS REFER TO FINISHED GRADE ON IE 30.83 (12" N) IN TOTAL 9,945 CU YDS EITHER SIDE OF RETAINING WALL n II II II II IE 30.83 (12" S) OUT 3. REFER TO SHORING WALL DRAWINGS FOR WALL v • .N IE 35.36 (12" E) IN THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS LOCATIONS, TEMP EXCAVATIONS, SOIL NAILS, ETC. � w Gti IE 35.64± IV' W) IN ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR 4. 5' SEPARATION REQUIRED BETWEEN DRY UTILITIES - v (COMPLETED FOR PHASE I BIDDING, PAYMENT, OR ESTIMATING PURPOSES. (POWER, GAS, CABLE, PHONE, ETC) AND SEWER/ WATER/ Q \ CONSTRUCTION) 2 STORM. I � I I I I 9 I I s I\ I� I 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com ------------------------------------------------------------------ ENGNEERING SD#1 CB TYPE 2-48" j X - i - _ CONCRETE SIOEIDANC - - X - W/(CK I \\ 250 47HIAVE. S.. SUITE 200 \ - - EDMONDS. WASHINGTON 98020 RIM=38.30 - L� \ \\ 1 IE 30.39 (12" N) N'- 1 111 D /' PHONE (425) 778-8500 ( sb4 / ---- i _ _ IE 31.4j 1g3' S{OUT o /� \ FAX (425) 778-5536 IE 30.39 (12" s) OUF _-^' / GAS GA " G GA GAS GAS - GASAREA-D AIp3AS_� GAS T' AS GAS GAS �� G GAS --GAS GAS GAS -GAS'- G y GAS AS GAS IE 352±(6'nrP,JE) \\�___/ - I ASPHALT SURFACE RIM= .0' _ - - (COMPLETEDFORB EI (PLUIV181NG--r UTE �E C►ND HVC IV, CONSTRUCTION) m. La TODETEN ION) N 28°56'14" E _,, ,_:F �k _-'" Mixed Use I % _T�_-___-__.I��____. _ _ _ -� '' 65 _ -_ . „6S 'I' SS _ PROJECT' d --- ---- -f J _ Building Edmonds -_________ :-� vv A 420.64' I � \ a W I w_I-___-_- 0 TOfi'STEPS \ \\\`\� LOCATION: '/ -t. w----1 w` yy I 1 STORM MAIN EXTENSION -%7- � 7pC 38:63 TOC 39.0 I`'.i 39.5 - Iu I w�� w w \\\ w W\\ ' ; 201 Main Street _ _ / 40.0 40.5 \ �bz u _ 39 ------ x a -w Edmonds, WA 98020 (ADDED IN PHASE I)-r __-_._ �_ _____ __-_J _______ 1$ . .• - ` W REPLACE EXISTING TYPE I T - _ _ _ -- - - -- I - O // a b CDNC/jETE I CONCREI6/ SIDE WALK CB@NEW FLOW LINE W/ I / \ "' E •• _ E__-E___E___ I. 1.' E ADA COMPLIANT GRAT fi bE e - - ---c - _ - _ _ \ _ - - - - - _ - PREPARED FOR: - - - - RIM=38.152� "i _ 39�. 8:•. I Edmonds 2020 LLC Q1 IE{4"SW)=36.60 `\ I / "" ' I 38.81 _ -' - ENFRY3260` • F / - - / i 2 I AM TOC 395 �.r .,I y 1 _a FOOTING D It) - ENM3^m _I 38.90�' I Q (SEE NOTE 1) I FLOW CONTROL ST CTURE O / b/ a s •. m 2 �" / / .18 •^I - - es / (ADDED IN PHASE 0 / .,r PD/ TOC\ I �/ ENTRY39:60 I I �, 30LF�JtE7AINING`_,_\ ��-CONNECT PHASEIfitOOF DRAIN -�-yyAl- 4 S - I I ADIUST RIM T�0.25 I a.r, n n \ 40.5 i ? 'T02'TALL� �� r/ i ---� ��FNId�XISTING DETENTION PER STRUCTURAL 4 0 *PHASE S,11RAWINGS CALL ,,,N \I -1 - c--_ I I NOTCV`0N THE FLOW I / - y --. ____ -_ AREA DRAIN DETENTION SYSTEM .p I CONTROL STRUCTURE // I STA DPIPE. DUE TO // �, I m TOC.\\ 41.5 Ir '. RIM=39.56 (ADDED IN PHASE I) (PLUMBINGTOROLITE (2)25 LF-72"0& 41� INQ EASED PHASE 2 AREA$, / NOTCH SHALL BE ADJUSTED TO- oN TO DETENTION) DETENTION PIPE@0% ENTRY4135 �__ / �Sr'.1'ALL,12"WIDE. / \ ENTRY 39.60 IE=31.07 TRANSFORIy�RS to / 42:35\ 60 LF-RETAINING WALL - / j / J1, _ N ' AT It (0 TO 4' TALL) PER n / '_ / ' I' STRUCTURAL ENTRY 4164 ENTRY 42.10 � ,/ //Iw - __ / l / / EXISTING PHASE4 I§UILDING � (`-'------ � I PROPOSED_ BUILDING ; (UNDER CONSTRUCTION) - r - I 1.5%C CROSS SLOPE SIDEWALK,TYP\ (PHASE IQ ( / / (2%MAX) \ / 10 UP -TRENCH DRAIN 42.10 42.0 /� .. ' tO o \\\ o RIM =42.06 ___ ____ _,`` _ 42.45 AREA DRAIN .(PLUMBING TO ROUTE - m RIM =42.06 TO DETENTION) (PLUMBING TO ROUTE '' // It TO DETENTION) it ` I\ / 4\ J 1 / {II' TOP=45.5 TOE 42.15 /I TOP=45.85 TOE=42.15 e / • w rash - _ � _»I _....r __ _ _> T > _ ... a aA�R ` t0`�j UH-Fr•' `- c I r t5 P - �. I Obi- L, ✓t '° x� f /py.14' `. / .. .:: - - - - v •/ E.-'- ALLEY GRAD�BREAK a 4aa�1 �me I/ MATCHEXISTIy6 360.45 §O'N'Nli28'57'O .I - c"E/"' I'dil 1 PAVMNTGRDES EXISTINGBELf9 ' \\ w // g ^i QUMM CB (PHASE I CONSTRUCTION) \ I o� GRADING AND DRAINAGE PLAN 1 SCALE: 1" = 20' 20 0 10 20 40© I I I I I 3825 i 38: 5 i E_9.3�IA �-- 38.55 2%d d rL - - d I_' E___E_ ;a d." MAX �. 'Zy-E &60-A� E--^ ---.E --E-_s i I 38.41 M d 38. LY d 38.70 38.9 % M ENTRY 39.0 \\ m k I - -_-------- RAMP GRADES Q QSCALE: 1"=10' Z 10 0 5 10. 20 DA7 P.- 4/22/16 PERMIT SET 12/21/16 PERMIT REVISIONS omcN JPU GAAWN zo5 P O-T µ NENNPN 'yC' GDrZt cs4',y°y eeaerod. m rO1VAL 12/21/16 II� DEC 9 2 2016 EuawNx Evaa � r lu GRADING AND DRAINAGE PLAN PN CT N0. 15159.20 YATE 04/22/16 PRO[CT NEtt K PAN MEET NIIMBEfl C3.1 SET NE 1/4, SE 1/4, SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. PLAN NOTES: 1. POTHOLE BEFORE ALL WATER TAPS TO VERIFY GAS MAIN - �„1m mm(t „-1„-�„ly � MM, m 'I It rr,my DEPTH & LOCATION. ro I ga o, gi 2. FIRE LINESIZETO BE CONFIRMED BY FIRE SPRINKLER FBIz G, " y I N 2 ;^;x °i DESIGNER. z a " z m o II Dug K p a SD#2 CB TYPE 248" 3. PLUMBING CONSULTANT TO VERIFY METER &SERVICE SIZE. w N II b b II II b I c,., II w N RIM = 3H.49 - SIZING OF DOMESTIC LINE & METER TO BE CONFIRMED g I,, - o y II w w II I II It II w w II II w Q ONCE PLUMBING PERMIT S SUBMITTED & REVIEWED. II II II z b I IE 30.83 (12"N)IN 2 ISSUANCE OF DOMESTIC METER WILL NOT BE ISSUED UNTIL w w w o IE 30.83 (12" S) OUT v I I IE 35.36 (12" E) IN THE SUPPLY LINE SIZING HAS BEEN VERIFIED. Y u uI o ,( IE 35.64f (6" W) IN v - (COMPLETED FOR PHASE I / i CONSTRUCTION) NEW GAS SERVICE BY OTHERS; I I - S. SEP FROM WATER, OBTAIN APPROVAL FOR 1'SEP FROM DET PIPE FROMGAS COMP ANY - - - / L — i \ SD#1 CB TYPE 2-48" I X - Nk\ CONCRETE SIOEWAEK - ` \ _-- _ X - W'iLK RIM = 38.30 - / 1 IE 30,31(11"N)(N'� 1 1 ) - 1 0 - s IE=33.0 IE 31.4_2(d3'S)OUT _ \ _ IE 30.39 (12"S)OUF _ �/GAS G ".G GA GAS GAS A('FIELOV RIFf)AS> GAS 7 AS �_ GAS GAS p4�sT'y��'./�). G -r�-7- GAS --GAS GAS GAS --GAS- GA GAS AS GAS IE 35.21(6W) \\ I 14 4 gk N-D MIE IV , - BB1KiiA( ` _ / / I ASPHALT SURFACE (COMPLETED FOR SE I I E -2 VALVE 30 LF 6" PVC HOTTAPS - - _ CONSTRUCTION) GTG Z. WATER VALVE CLUST{I(� 20 N 28'56'14" E _, ,, _F - STALLED PHASE I) t 7/SIM k-45' - _ J _ ___ W/FIRE&D STIC C4. 420.64;,- - _ rvo C-SERWE / ----}.;-� ..: S5, 6a 55 ':f� '�6S SS I: $� h -So- So C -So --'-Ss so- �1D So ' --,o _�D <I- -. gi � -3.0 ..iNL 2'(�ETQ sD=I_R- (RPBA IN BLDG) `-Y • 4"FIRE SERVICE W/4"GV TO may. L— — _ W ).C4--��\— 3 1fSC0 y I .. !>3-- -W - _. _--I-SP-AINKLEf�RISER R.Q{LM AT _�_ lM_yy s. (j W --SD {-J E =`x! �� C4. IE 33.60 I�_..I P` �)I�' I B EMENT L�(EL. DCDA INSIDE W W \\ yy W`\ �-� v i%--`D , � ___ _J �LL1- ------ BLDG. KNOX BOX. INSIDE BLDG \% %%\ W W I M...... CONC�E7P CONCRETE/ SIDE =WALK I - -- rAI m; FH ASSEMBLY -I IE=33.6� 1 ( -- -- -- - (SEE PL UMBING / \ M _ / E)ISTIN GS DRAWINFOR / CONION M [JO. . i // / I SERVICE, CE, SERVI GA E b u o I Ep y y 2 2 AINGS WALL MOUNT NEION POINT II .SEEPLUMBINGDI BLDGS ____FORONa n y D q - 2 P$� Pc /� I `� t PIP% I % / i r w >\ I w� TRANSFORMERS O / . I \�/`� w%- °q • it l/ ,,/ ]/ II` IW � \\\ oo I � JJJ r � OWER, PHONEwCABLE,---------------- / PROPOSED BUILDING DATAROUTEp+ROM / u (PHASE II) _ PHASE I BY OTHERS 1 i i/\\ -r11 '=T--_T 'I y .. -I �,_1 ./I r;Hn-_ tttt`` � y� x: n \\ ' c.R I 1 >.. low r nll� �]- -''tl -� 0 I3 5M —eH OHP. _ ma 12 14 — ��--_._®i N�i28'57'0 E r-- -- _�'r6' WIDE ALLEY I •�� ` gyz� \`R rh y I i'' T 2 z \. �' I y0-- 360.45. Iv WATER AND SEWER PLAN U1SCALE: 1" = 20' 20 0 10 20 40© ZA 3 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS NIEEN I- —B E.G. W/ E" (AE N q Bt-FIRE ME'o WEVE PM _ ASNPEO pED IG M YC£Nn { I WBSpHLL E vE AS BLv PESNVJ DIRUEU rMECA LUG MID PkN . EEE )mE M mEcs Im I. A. I ITe�➢ N Cin DiFN p3�.y%; `. ALL D uu oc I.El'.L _ Nz: /Tn NEMOIE Nun vm EP APW TIEETPPL EHN1 BfNGNSTA11E0 D /pal A WA1FA EEN- NATCN:'CLCEE nDDe4E BE T. BEEL-LW. INICNL;OPEBE TC.EE LT W wnHINPAl�B'I orn EP N. HCIIER \\�,\ 110A FXtkniOR PLAN MR /3SHUTio \\\ UfF. VALv£ NOlcacSSE9 BYi LW HA1CH: -E b' (HD-tO PEDESTRiPH L G: N-30 — r. iRAfPIC- WLI BTIH:9DE CURET: GU�ER: E.N. ] A•I 1ETT C BCCNB MUSTBE PBP.10Ep URI PCV PWCS EMBLr rtSTER A.'A GTT MPRDVW VALVE:IE. NEERJU D EEIWFEN THE EUPPLY. MMN AND THE VAULT. G.GE Sin AD115 EI.IB D E)R,� C FCR CCDA EDCIRDN D CDNNECNON E,D;1 AN VAULT. Sn.E -` iR 1nEMEL000 V N1r 1G11HUM NEI NEIDER. EIZE p1E ONE �(IXpUDEe GNAESE CONnGCiION) IN iIPE <:. C(. �• D ".IQICnI HEICNt EDR/W ECN/WP E—BEEMDiE B' >t 3/4' J B• I' 2' 0 B 5-E' - -_ F "NE wNl. 33/4 ♦-E' 1'-A' F-P e_i _ EGMMIdGOOR N .1 .p e'• "�I �'—STAII�TI�R CTOBER DATE T 0E-ONS DOUBLE CHECK DETECTOR oTD RaDl3 CI < Y EDMDASSEMBLY DCDA)'PLAN PUBLIC WORKS (COM MERCIALRULII-FAMILY) STANDARD DEPARTMENT DETAIL e L;iee° ,uPNm-mGY. R. DR.— E7.8 CITY OF EDMONDS STANDARD DETAIL NOTE: THIS DETAIL IS PROVIDED TO SHOIA DCDA ASSEMBLY. VAULT NOT REQUIRED, SINCE DCDA IS INSIDE SPRINKLER ROOM. p IPOL To A'PPI¢tr+ED pW,M151NG-] PEA"' HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com C CM ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PpEPApED FOR: Edmonds 2020 LLC KEY MAP DAIS RENGDN 4/22/16 PERMIT SET W 1/14/16 PERMIT REVISIONS 12/21/16 PERMIT REVISIONS G.. JPU UBAWN ZOS GAG PRCFCT IEMI MGBA GEGI FNGNkfl1 4� GUILL cB4� of WAagrc� y4 'PdY1j5CEn" SASIONAL 12121116 Y Pw$ DEC 2 2 2016 6UIID1Nt3 �ER'AATMEM C1IlIYYOFtOMONIS WATER AND SEWER PLAN BE- 191D.59.20 U. 04/22/16 PRDEC] NE— PAIN BEET NUMBER C4. 4■ J SET NE 1/4, SE 1/4, SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. CONCRETE THRUST BLOCK.... PER COE STD DTL E7.9 MJxFL TEE MJ GV CONCRETE THRUST BLOCKING SEE COE STD DTL E7.9 MJNMJ ADAPTER CONC BRICK MJ.- OI LONG BODY 3 :,' CONC BRICK MJxMJ DI LONG BODY •.- MJ GV 1--- —I UPPORT COUPUNG MJ PPORT COUPLING ®... O .. .. ...'.. 'fit COUPLING MAIN I MAIN WATER MAIN COUPLING MAIN MAIN WATER MAIN -. Al NrslutrvcE 0 � � ; co `.. -CLEANOUT 0. Wig H 45' ' BEND AND CAP 24 24 "b LL CONCTtEI!'COLLAR - OR 2', DIA 1C,6" DEEP. NOT TO EXCEED.100' BETWEEN CLEANOUTS. CONCRETE%,COLLAR- df2 •:> ' ' CLEANOUT.(WYE WITH CAP .. LEVE LEVELING 00i I ANDCLEANOUT COVER) AND'.. CONCRETE LEVELING COLLAR "— 12't FINISHED ..GRADES\\�\... y� aiD 3 SE LOCKING COVER SEE NOTE J END: OF PIPER GRIPPER PLUG 2 (CHERNE 27061 OR APPROVED EQUAL) BP 7\- CONCRETETANG LEYEIJNG COLLAR 4OR6SIDES12" PVC SLEE GENERAL`CLEANOUT DETAIL 6" R SEE KEN 12' LOCKING COVER 6" WYECONCRETE LEVELNG45' ` PUBLIC WORKS STA DEPARTMENT DE �90 APPROVED BY: R. ENGUSH E 3 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com C 4M ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC f1AlE REN90N 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS 11/14/16 PERMIT REVISIONS 12/21/16 PERMIT REVISIONS omcx JPU I oRARN Zos GAG PRwEcr rEAN uwern INEtN �G Gull GStR oQ WAgefc.LC. fr TONAL 12/21/16 RESUa DEC 9 2 2016 BNIbIhOO£R1RTM T11E WATER AND SEWER DETAILS o11r Ro. 15159.20 DATE 04/22/16 PR0.EC1 NEIXORN PATI 9RET NWRER C4' 2 SET NE 1/4, SE 1/4, SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. �y 'gym a° ti °:mi I:ew2 rnrnai I w awLyi ay -I ITT y= (n2 '� 2b Th (° (n�o PLAN NOTES: ymti I D II 'emu I D II -° I II It B N To SDN2 C8 TYPE 2-48" 1. REFER TO TRAFFIC CONTROL AND HAUL ROUTE PLANS ti w 11 I II a 11 II N g 0 �. II n RIM =38.49 (SHEETS C5.01 & C5.02) BY OTHERS INCLUDED WITH g ^I �' _ I s I 5wn a �I 'T" wnn w (o w w IE 30.83 12" N IN THIS SUBMITTAL 11 II ( 'o �wmR ' �� R a I 40. v N� N• m ( ) w H u IE 30.83 (12" 5) OUT 2. PIPE BEDDING AND TRENCHING PER CITY STANDARDS v v w a ° m 14 �/ CU IE 35.36 (12" E) IN E4.1 AND E4.2, DETAILS 4 AN D 5/C5.2. GRIND AND OVERLAY SOUTH Of I " \�- � . - IE 35.64+(6"W)IN 3. STRIPING WILL BE APPLIED AS DIRECTED BY THE CITY OF MAIN ST. DEFERRED FROM PH 1 I �\��'� I (COMPLETED FOR PHASE I EDMONDS I / UTILITY EXTENSIONS (EXTENDS I CONSTRUCTION) I I - APPROXIMATE LYTOMID-BLOCK - I' ALLEY, VFY EXTENTS W/ CITY INSPEC70RR1 / _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _.- - - - - SDif1C8TYPE 2-48" X -WAL I --- CONCRETE SiD G �1f3CERLAY \ \ \ X'wl&` I\ RIM =38.30 _ / \ 0' __�_ - \ / \ IE 30.39(12"N)(N'� T �R -5T IP,E SWALKS L - IE 31.42 jai' S)OUT IE 30.39(12"S)OUT `- FEEC1'� NDARDS I y \� �1T1}t$BULB AT CrO'AISER GAS GAS�� GAS- �13� - AS -GAS- GAS �� ¢ I.��T1GyL�� r�F- GAS -VASE- GAS- GAS -GAS GA o / GAS- ASt-t GAS IE35.2t(6'AUE) \ , I o (RAS�USf AWRf81L�AND FINALIZE , �CI.II IV L/ HV�IV (COMPLETED FOR PF SE - DESIGN W/ENGINEERING CONSTRUCTION) 2 INSPECTOR DURINEECONSTRUCTION) �, LTPATC 4 N 2856�14" E450.64;,-'�EPLACE EXISTI PHASE) �- y ASPHA H� -I- S `� I I � CURB RAM ILT AT v -5S � SS �u--Ali--- - so -- �o--.I sU --so sti d:,-, 1 \ J- t 4✓ SAWCUT $TREMOVE �I'\ \ \\ 8.7%. 8.31:12)ISMAX o I \ I I EXISTING ASPHALT RE -STRIPES \�� LONGITUDINAL SLOPE I I - I t 1 Rao r W- s0 -stY9- ----- -r _J �s a4LL _ \s g W W -°u- a .1, Ort+ NY97e s'SQM wr RE -STRIPE / • \ e - _ _) E Y _ -<I p / o. CONC ETF ._.._ CDNCRE76/ SlD �' WALK CROSSWALK/Cl- IN \ C5. ,s; E --'-«_ �_- - i-°° __ �� ___ ___ _.E ___ ___ __ 5 O_ __ ___E _ E___ E___ E___ E___E SOUTfTOVERVAT7TRE71- TWIDE DETECTABLE \\ i _ a.- •E .', PER CITY STANDARDS p WARNING W/ ED ft _ NEEDED I TRUNCATED DOMES �j'y: I ' - _/ �' •-/ \ �'h // 1� 1;T � - 9 _ .'CONCRETE - _ _ / \\\ I _ j KL l 2 i i _ SIDEWALK 6 /o / I INSTALL HANGING ( -_- --_-- - � (` r g _ BASKETS AT EXISTING b r -ADC7 PARKING STRIPIAIG W E �i"D/ m UGH POLES PER - I \ __ �'P RCITY STANDARDS 2' ID CDhC / REPLACE ALL SIGNS DISTU�rBED/ LAND PE DWGS I \� - 01 DRIVEWAY I _ '.�,e \\ - °;m IJIItONSTRUCTION 2 3 I v I V tl \\` o� \?ram C5. u n m1 I '/ % - �Ix i `\II IRE EPAR mG�P \I T� I_ ____=__==B_-_ I i i - / \ A ITY ST �AkDS / 3 HR PARKING SIGN. TYP - SAVE&PRI TECi j/ / /�' o I to PLACES (BEGINNING EXISTING BUILDING'III _ AND END OF PARKING - .A _ --- CONCRETE I a% SPACES ON EACH ° T SIDEWALK / STREET). VERIFY FINAL SITE CONCRETE e ' i REBUILD AREA ( o / \\ LOCATIONS WITH CITY CO I o ' \ INSPECTOR a • i /r ,,,/ ICROSS SLOPE NPHASE / \\ o a a. A - - - - - - - - - - - - - - - - N \ I f PROPOSED BUILDINGTYPEACU &GUTTER (PHASE II) TRANSFOjN/ E'RS (COORDINATE W /PUAY/ ------------ CT �eR 0 o9 II--- o,Ilf IT \ I PROVIDE PEDESTRIAN HANDRAILS - /- AT WALL, STAIRS, &RAMP PER 6 / h (° CONCR E 3x3 STREET TREE PER K' I eSim LANDSCAPEARCH, ADASTANDARDS C5. a - I DRIVEWAY P(9)PLACES \ I -UIT6 21 T--- N -T _ "1 - T I._, z� rT , - _ I �_:_I_.� __ .T -._ i _ I T w i - OFIP i nl - = I - rnl. ._ ^I' --''' OFIP �--eH OHP II W N A � . i b I ,� � , /' H - ] i S SS _S I - 3( �• - C-- �I a - \ 21 ''��'� �� ,I _ -I t:dL�'G/7AlTARRA`,` 7 '71�I,�;Gl�1",13fLlu€; �.iri .I A mmm v .. ,12.14-.. - - - - -� NNi28.5T0 E `. »t / ---. r'�6WIDE ALLEY o 50' 360.45 I/ _-' wMY D \ i. c5 I PAINTCURBYELLOW (S°J' BETWEEN PARKING y PROTECT EXISTING ASPHALT ALLEY STRIPES AND ALLEY 2.� I. UTILITIES IN ALLEYI- FF APPROACH �2zti _ DURING CONSTRUCT ION I o Ut i1 SITE IMPROVEMENTS PLAN SCALE: 1" = 20' - HMACLASS I/2INCH P.G. 64-22 CONCRETE WEARING - - 2O 0 10 20 40 COURSE(WSDOT STD SPEC 5-04.0) CRUSHED SURFACING BASE COURSE (WSDOT 000ioq STD SPEC 9-03.9(3)) 0.° 4° Cl 06o 9 SUITABLE NATIVE MATERIAL FILL; TOP 12" COMPACTED TO A MINIMUM OF 95%RELATIVE COMPACTION USING AASHTO �- -�-- - �- T-180 (ASTM D1557). UNSUITABLE NATIVE MATERIAL SHALL BE REPLACED TYPICAL PAVEMENT SECTION 2 SCALE: 1" = V-0" 4" MIN CONCRETE (BROOM FINISH) CRUSHED SURFACING TOP COURSE SUITABLE NATIVE MATERIAL FILL; TOP 12" COMPACTED TO A MINIMUM OF 95%RELATIVE COMPACTION USING AASHTO T-180 (ASTM D1557). UNSUITABLE NATIVE MATERIAL. SHALL BE REPLACED .Q.A a.4' (SEE NOTES -1 iMFP ; SHALL E DE COMPACTED TO SX MAX MUDN M 11 (SEE N- 2) OTES� 1. SEE CCITY OF EDMONDS MOGIFICATIONS TO IUVISUC NTS N 9 OF THE CURRENT VSDOT STANDARD ITUR 2. SUBMIT PROCTER AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM GF 95X DENSITY PER ASTM IT MATCHINGTEXISTING CSBL DEPTH MINIMUM GREATERMTNEN 6'I,THEN CSBC SMALLATCHT WHICHEVERISIS GREATER. V BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 1 4. IF TRENCH WIDTH EXCEEDS 6 FEET IN WIDTH, THE TOP 2' OF CSBL SHALL BE REPLACED WITH A SEPARATE 2- LIFT OF 5/6' MINUS CSTC PER WSDDT 9-039(3). 9, HMA DEPTH SHALL BE A MINIMUM OF 4' THICK, UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4' SHALL MATCH EXISTING UNLESS APPROVED BY THE ENGINEER, THE HMq SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2', 6. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIPORMILY SEALED WITH WSDDT STANDARD SPECIFICATIONS APPROVED JOINT SEALANT OR APPROVED USUAL. TYPICAL HMA AND UTILITY PATCH IS E2.3 -�I slir I I• R <. r r eArnB CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR E%PANSION AINT . .+ ID BUMMY JOINT 2' NN1, IO' U.- �SAW CUT ACP A MIN, PLAN BUT iER.ROM EDGE DF FULL BEPIN I/2' EXPANSICN JOINT MATERIAL 5' TO 10' _ f2X UNDISTURBED EARTH OR SECTION COMPACTED NATIVE MATERIAL 2' MIN. UNLESS OTHERWISE SPECIFIED SAW CUT BY ENGINEER 2'- 5/9' MINUS CSTC NOTD I. CONCRETE SHALL BE CLASS 3- 300oPS1 2 CONCRETE SHALL BE BROOM FINISHED O SDEWALK THICKNESS SHALL BE 5-1/2', /. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6' THICK, S. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK 6, CONCRETE SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 7. SAW CUT AND REMOVE ACP PAVEMENT A MIN, OF 2' FROM GUTTER FACE TO INSURE ADEQUATE COMPACTION OF ACP AND GUTTER SUBGRADE STANDARD DETAIL ➢, GEBERT 4/2]/09 BONCREIE81DL1NALlC A GEBERT 04/2/07 u ETL 18BD "A' QTB TYPICAL CONCRETE SECTION CITY OF EDMONDS STANDARD DETAIL CITY OF EDMONDS STANDARD DETAIL a CITY OF EDMONDS STANDARD DETAIL 3 SCALE: 1" = V-0" SCALE: NTS SCALE: NITS v SCALE: NTS HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com C 4M ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS. WASHINGTON 91 PHONE (425) 776-8500 FAX (425) 778-5536 PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC DATE RENSIXi 4/22/16 PERMIT SET 11/14/16 PERMIT REVISIONS 12/21/16 PERMIT REVISIONS DES. JPU UK - MIS CHECKED GAG PRDkCT TEAM M.- GUI CS�Q, OB WAygJ M ,per t5�B5:� 'O073rE>" REBUS ��ttyy IQ�ae (�L��S12/21/6 DEC 2 2 2016 LwnrnNoo�TAgTMQ� IGUE CfiVOFF_Cl1vIClNp3 SITE AND STREET IMPROVEMENTS PLAN AR - XL 15159.20 AtE 04/22/16 PROJ'CT NETBURK PATH SXEEF IKIING C5 B � SET T r. 3 \ `I� \ .qB .. NOTE: �y THIS DETAIL IS PROVIDED FOR THE DETAIL e'. X / THE REST OF THE DETAIL M 4 'A IS NOT APPLICABLE Snm D mLT 3 �. w PATTER( TACTILE VARNM6 TE%IUNIHG .: -T1�,...'»„' DETAIL A .- DETAIL B NOTE I AT RUCTTO] RE NEV RAXPS ADVT EXISTING CURB, GUTIERS, PUNTER STRIPS. ANB SDIEVALKS, CONST S 10 AT A➢JACEM SURFACES. 2 ALL CONCRETE SURFACES SHALL HAVE A LIGHT BROOM FINISH NONCRETE SHALL BE SPRAYED WITH A CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MD[ST 72 HOURS .� SCURB AND GUTTER BE ruuRt -- 'STANDARD DETAIL ` CURB RAMP , n DEBERr a7n/os n:.OElOR w/z/C7 oRE 7/E4/01 ECAL[ NTS x° Hi18 NE 1/4, SE 1/4, SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. 2' MIN SAW CUT EXISTING PAVEMENT - Aw �'4Y A7 EE TAIL V ar "RR +�• ANSION JOIM. SEE NOTE 1 PANSION JOINT f- BIE . E',jEjA AES A�� 3a. Ar k, R�"77 ' 4A;(C�-Cqp AR GAR tNIM4y . - Nry�GAgL,gJ4G��tD NOTE, TYPE 'A'CURB AND GUTTER I. IF DRIVEWAY WIDTH EXCEEDS pR 13', INSTALL A FULL DEPTH EXPANSION I6' VERTICAL CURB JOINT. (TO MATCH EXIST. ONLY) 2. DRIVEWAY .APRON SHALL BE A MINIMUM OF 6- THICK AND SHALL BE PLACED ON 2• OF 5/8' CSTC AND COMPACTED GRA➢E. EXPANSION JOINT 3. A MINIMUM 2' SAW CUT IS REIRIRED IN�SLOPE THE ASPHALTWHERE NEN CURB /GUTTER !/2' LIT PLACER (SEE DETAIL ABOVE).CURD CONCRETE SHALL BE CLASS 9- 3000PSI ¢g CURB AND GUTTER SHALL BE POURED BRI GUR,YANDRGUTTERSORI VERTICAL CURDS SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TV POUR. REv slo s- STANDARD DETAIL D mur I laEroa STANDARD DRIVEWAY ENTRANCE E51. iB9D 7/24/Bl SCIIE HIS CITY OF EDMONDS STANDARD DETAIL „ CITY OF EDMONDS STANDARD DETAIL 1 SCALE: NTS L SCALE: NTS MAXIMUM TRENCH PAY WIDTH r( SEE TABLE BELOW) "s�-'`�"�?R^..'h'"w'/^` _ SEE STANDARD DETAIL E2.3 n BANK RUN GRAVEL FOR O1 TRENCH BACKFILL z {1-1/4" MINUS) CSBC o PER COE MOD 9-03.19 OR SUITABLE IS EXCAVATED MATERIAL C, AS APPROVED BY CITY ENGINEER (SEE NOTE 2 BELOW) / oBEDDING MATERIAL (5/8' MINUS)' CRUSHED PER COE MOD - / 9-03.1 B.A.2 6• MIN / / i / / (SEE NOTE 2 /i ow BELOW) B' MIN 8' MIN SEE NOTE 1 NOTE: 1. MAXIMUM WIDTH OF TRENCH AT TOP PIPE • 36" FOR PIPE UP TO AND INCLUDING 12" NOMINAL DIAMETER • I.D. PLUS 18" FOR PIPE LARGER THAN 19" NOMINAL DIAMETER 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS. FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTON OF 95% DENSITY PER ASTM D 1557. REVisio s STANDARD DETAIL D. GEBERT W/20105 D.GEBERT 04/12/07 TYPICAL TRENCH SECTION fsl. 1890 R. ENGLISH IV04/11 ,< 7/24/01 ".'r NTS xo. E4.2 TABLE 1: MAX. TRENCH PATCH PAY WIDTH TRENCH DEPTH MAX PAY WIDTH 1' - 4' 40" 4' - 10' BO" 10' - 20' 72" o S HANDRAILS MAY BE INSTALLED W/ MINIMUM RAIL HEIGHT OF 42" AND MAXIMUM 4" INTERMEDIATE OPENINGS. SEE ARCH STANDARD DETAIL ALUMNUM PEDEBTNAN HANDRAD. W.,w, TE 7/24/0 ""' NTS X0' DH1 1/2" LIP@ DRIVE VAY I • Al TRANSFORMERS RAMP e99a�91d11� —. 6" CONCRETE FULL DEPTH CL4000 EXPANSION)OINT 6" CRUSHED SURFACING BASE COURSE. COMPACTED TO 95% MAX DENSITY EXPANSION JO i� N 0 T E S -1. a PROVIDE. UNIFORM SUPPORT UNDERBARREL E -2. 3. HAND TAMP UNDER HAUNCHES 11 COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY \\ ' STANDARD DETAIL D. GEDERi 4/2/07 PIPE BEDDING -I890-1990 — 7/24/Ol °A1 NIS E4.1 ��CONCRETE DRIVEWAY NT 0 CITY OF EDMONDS STANDARD DETAIL V SCALE: NTS - do SCALE: NTS SIGNS SHALL BE CONSTRUCTED OF 14 GAUGE 82,344 ALUMINUM AND THE MINIMUM WIDTH SHALL BE 12". THE ADDRESS NUMBERS SHALL BE 3" HIGH REFLECTIVE WHITE, SET ON A GREEN BACKGROUND. 182346 ADDRESS SIGNS ARE REQUIRED WHEN THE ADDRESSES CANNOT BE SEEN FROM THE STREET. SIGNS SHALL BE PLACED ON 4 X4" TREATED WOOD 82348 POST. HEIGHT TO BOTTOM OF SIGN SHALL BE 30" 82350 ADDRESS SIGN SIGNS SHALL BE CONSTRUCTED OF 12 GUAGE ALUMINUM. FOR ARTERIAL AND COLLECTOR STREET SIGNS, MINIMUM SIZE SHALL BE 9" X 40" WITH LETTERING 6" TALL. FOR LOCAL SIGNS 5 T H AVE N 13ES6" X 30"WITH LETTERS 4""TALL IN BOTH CASES LETTERING WILL BE HIGH REFLECTIVE WHITE SET ON A GREEN BACKGROUND. - 2" X 2" X 10' TALL UNISTRUT POSTS SHALL BE SET IN A 2' UNISTRUT SLEEVE / CONCRETE FOUNDATION. STREET SIGN w-,89 R ISIONS STANDARD DETAIL 0. G.ERT D. GEBERT IO/6/03 03 'IS STREET AND ADDRESS SI6tlS 7/z4/0I " His H.. �.i UN:STRUT POST UMISTRUT SLEEVE EDNCRE . Tf •DETAIL 'A' TYPICAL POST INSTALLATION SIGNS IN SIDEWALK 2' MIN STOP i n INSTALLATION BEHIND SIDEWALK am STANDARD STOP SIGN SHALL BE 30'X30- INSTALLATION BETWEEN PER MUTCD #R1-1. CURB AND SIDEWALK OTHER SIGNS PER MUTCD AS APPROVED BY CITY TRAFFIC ENGINEER STANDARD DETAIL ➢. GEBERT l0/6/03 TRAPRCSTREET SIGNS ➢. GE8ER7 4/E/07 �IY�N 7890-199D wlE 7111 — RTS OWO N0. ESli CITY OF EDMONDS STANDARD DETAIL CITY OF EDMONDS STANDARD DETAIL CITY OF EDMONDS STANDARD DETAIL CITY OF EDMONDS STANDARD DETAIL SCALE: NITS SCALE: NTS SCALE: NTS SCALE: NTS 0 HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com C CM ENGINEERING 250 4TH AVE. S.. SUITE 200 EDMONDS. WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC DATE RENRON 4/22/16 PERMIT SET &8/18/16 PERMIT REVISIONS 11/14/16 PERMIT REVISIONS 12/21/16 PERMIT REVISIONS I. J PU OZOS .I.. GAG PRDYCT IEw Nwaw LHEGf wdxED( �O GUIZ, WA$q, !f' vA. TONAL 12/21/16 REBUS S DEC 2 2 2016 NUILIXNO CYPARTMONT TYOFEOMCIND'o TIIE SITE AND STREET IMPROVEMENTS DETAILS Pfl0191'6.20 DATE 04/22/16 PRNECT NOWCRK PATH SUET —1. C5.2 SET ShorefinleAr, S anctuz Glen St npprr.�r. Daley St Ferry Toll Booth1w in St Maple St Alder St tcc k Lti Walnut St p Edmonds Marsh marin 1G) UI -BeachPdik 2 > I Edmonds (tty Park() > -ell Edwards Point Pine St 2: Makah lid FT X Bella Coola Rd C'reek,, TO . ............ .F.24 61"TE .........I ......I._...._..., ON i ZiL)p#ve' J tl ... . ........ . .. (D z (D 0 beck Ln ®Holy Rosary Church Daley St Spruce -St ra Laurel St cu M W I. Elm St- > Vell SI Cedor St Fir St CO CD (n E111110 I'VE— 64 . .. . . ..... ..... ... . ...... .... . .. . ........ Description QN Hku(, kou Tt By J P() Date /IAO Checked Date ENGINEERING Scale p—,5 Sheet No. 250 4th Ave. South Suite 200 Edmonds, WA 98020 V Project M k7 ED L)SC lob No. 425,778,8500 57I v I www.cgengineering.com . NE 1/4, SE 1/4, SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. HALLER ARCHITECTS LLC 3 WORK ZONE4 (DEFERRED FROMe — --T PHASE 1, EXTEND TO END PHASE 1 UTILITY WORK)_,,,, --- i ....................... Ia, 1; 1 L------- _ E - - - E - - -_E SITE IMPROVEMENTS PLAN 1 SCALE: 1" = 20' 20 0 10 20 40© Flgure 6H-T1, lane Closure on aT-4—Road. 'Flgm. 6H.S, Work on the Shatildere (TA-3), Tibia 6H-2. Meaning of Symbols on Typical Application Diagrams - _ - Figure 6Hd8. Sidewalk Detour or Diversion TA-2a Figure BH-29.CreaewalkCiosurea amd Pedeafrian Date..(TA-29) ®�. raOfe ValUMee (TA-71) 9 ( ). �� Air bond _ sneEowvankie , I #I rgr LrnvY re v' � �' TRAFFIC CONTROL PLAN NOTES: Air bo tl UPGesI'..1 Inr 9ynldmwa faun IeIX ! � �' O O O eoa 9 abe messeaeean wauPPwltraper aPwarar a :" 1^ ! 531IN.Ni LYiN \ t APafrNbfl'3*T F', ✓,{ I of H ®. 3 t� ,y AaoX aru 1( l v` 1: REFERENCE DETAIL FOR TYPICALTRAFFIC GONTROLSYMBOIS,SIGN 0 :or I.ea 0 7emoweryeanNr. , lfi'', r f 4De Noieanr �Y #S .2� I6r)'' SPACI l NG ErC emsn a:mw �- ttmPPrarywPl.rrynpwarninalron! lPnoaa 1 ileM ��° J-'., YxR r,'-w,,,l�a„e..,,: 2. WORK EXPECTED TO OCCUR DURING STANDARD WORK HOURS. ( ;ur«nonP lemPweiYlwiaaaewii no of Pe�emr Wn n2l: +" i.,. f � J-- napf . f 3. WORK ZONES .► DbadbeMbame '`' -+ t ! j. t v"v !. I + 1 :� m mn T kmoumetlalianuelGh - r = j gr-e'. '.Nepyer �:{bon: .,.. �krl'} 1 �YSIt �� - WORK ZONE I: ® TfpeawaX:ae" .telly - ,y� 1 PWmNI PEDESTRIANS INTO 1a.ahanc MAIN STREET SIDEWALK PER DETAIL 5. DIVERT PE PARKING LANE, MONTHS I-4 AND AS NEEDED. IRL H JR.W min tlsNce (� '6wbae e O n 5 sale (awawi H 1hA r—� m �*az - F Waaia9nR. WORK ZONE 2: Q raq . mania. f o�' <Yfi. ,. Hen:e: gg 2ND DETAILS. SIDEWALK DETOUR. MOVE ACROSS SECOND PER DETAILS MONTHS $AS NEEDED .. ��' :remarearore lmo-lermaPien - J1 B1D1i01i4 A ; M ^d SIDEWALK �'- �' r f\ 3 - �• ��' A-e�� n SIDEWALK ORNER CLOSURE MOVE PEDESTRIANS PER DETAIL NEEDED Table .6H.3.. Meaning of Letter Codes on Typical; Application Diagrams' ao--'! o was o e it It::mI. a b>n Pisa w d ason.r . � ro E. awnnnw ro �N.,.r se�ry Table 6H.4. Formulas for Determining Toper Length: aP sal el TOP LoaplhlLl In lco{.' 11 smv o,mw. Typical Application ]1 Typical Appllcation.3- ` /Pgblie4 TL ♦ 1 :SIOEWALXDEn)UX 2ND Typical APPli..11-28 aIUEWALKgVEReION MAIN Nwae ^g. 3riNar6a . Iha YmwuH rorlcoaee urea. mGnaure Typical Application 29 MUTCD TABLES 3 SMUTCD DETAIL 4 MU NCD DETAIL 5 SMLU NCD DETAIL 6 5MU NCD DETAIL 2 SCALE: NTS N.: For lomae,m emaonery ,«e1nn:saw a. e : n I —lure. PrwsrokAnax nme 9.TaY.elf2 ore. aaeuwa hiwnwra FOR NEW RAMP, CURB, HYDRANT. - WORK ZONE 4: LANE CLOSURE FOR UTILITY WORK PER DETAIL 3. 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com C 6 ENGINEERIIVC 250 47H AVE. S., SUITE 200 EDMONDS. WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC aelE REW90N 4/22/16 PERMIT SET 8/18/16 PERMIT REVISIONS �11/14/16 PERMIT REVISIONS 12/21/16 PERMIT REVISIONS AEaw JPU t— a os PAG W W—ER fNECN emn- 4�G GUIi c�4' D1' 1rAsa 1�.. S10NAL � RED 12121116 DEC 2 2 2016 RNI1BO M DUI SITE AND STREET IMPROVEMENTS PLAN PRa15159.20 oA 04/22/16 PAaApT HEIAiaNf — 91EET NUUREA C5a3 SET NEW E..D.,M.0NDS.M1XEDmUSE BUILDING SHEETINDEX GENERAL GO ' 01 COVER & SHEET INDEX G 0.2 PROJECT INFORMATION G 0.03 CODE SUMMARY G 0.04 CODE SUMMARY GO ' 05 CODE SUMMARY G 0.06 CODE SUMMARY G 0.06A ICC-ES EVALUATION REPORT G 0.07 CODE SUMMARY - ACCESSIBLITY DIAGRAMS GO ' 08 ENERGY CODE CALCULATIONS G 0.09 ENERGY CODE CALCULATIONS G 0.10 ENERGY CODE CALCULATIONS G 0.11 ENERGY CODE CALCULATIONS G 0.12 ENERGY CODE CALCULATIONS G 0.13 ENERGY CODE CALCULATIONS G 0.14 ENERGY CODE CALCULATIONS SURVEY SUR.1 SURVEY CIVIL C 1.1 COVER SHEET AND GENERAL NOTES C2.1 DEMOLITION & TESC PLAN C3.1 GRADING AND DRAINAGE PLAN C 4.1 WATER AND SEWER PLAN C 4.2 WATER AND SEWER DETAILS C 5.1 SITE AND STREET IMPROVEMENTS PLAN C 5.2 SITE AND STREET IMPROVEMENT DETAILS SH 1.0 COVER & SHORING NOTES SH 1.1 TEMPORARY SHORING WALL- SHORING NOTES - - SH 2.0 TEMPORARY SHORING WALL- SHORING PLAN SH 3.0 TEMPORARY SHORING WALL - NORTH ELEVATION SH 3.1 TEMPORARY SHORING WALL - EAST ELEVATION SH 3.2 TEMPORARY SHORING WALL - SOUTH ELEVATION SH 3.3 TEMPORARY SHORING WALL - WEST ELEVATION SH 3.A TEMPORARY SHORING WALL - PILE AND ANCHOR SCHEDULES SH 4.0 TEMPORARY SHORING WALL - CROSS SECTIONS SH 4.1 TEMPORARY SHORING WALL - DESIGN DIAGRAMS SH5.0 TEMPORARY SHORING WALL -TYPICAL DETAILS SH5.1 TEMPORARY SHORING WALL -TYPICAL DETAILS SH5.2 TEMPORARY SHORING WALL -TYPICAL DETAILS SH5.3 TEMPORARY SHORING WALL -TYPICAL DETAILS LANDSCAPE - L 1.01 LANDSCAPE PLAN iI L 3.01 LANDSCAPE SCHEDULE AND DETAILS ARCHITECTURAL A 1.01 SITE PLAN A 2.00 FLOOR PLAN LEVEL B A 2.01 FLOOR PLAN LEVEL 1 A 2.02 FLOOR PLAN LEVEL 2 A 2.03 FLOOR PLAN LEVEL 3 A 2.04 ROOF PLAN A3.01 WEST ISOUTH A3.02 %I_DINGELEVATIONS- BUILDINGELEVATIDNS -EAST INORTH A 3.11 BUILDING SECTIONS A 3.12 BUILDING SECTIONS A 4.01 WALL SECTIONS A4.02 WALL SECTIONS A4.03 WALLSECTIONS A4.04 WALL SECTIONS A4.05 WALL SECTIONS A4.06 WALL SECTIONS A4.07 WALL SECTIONS A4.08 WALL SECTIONS A5.00 BUILDING ASSEMBLIES A5.01 BUILDING ASSEMBLIES A5.02 BUILDING ASSEMBLIES A5.03 BUILDING ASSEMBLIES A5.04 BUILDING ASSEMBLIES A5.05 BUILDING ASSEMBLIES A5.06 BUILDING ASSEMBLIES A5.07 BUILDING ASSEMBLIES A5.15 MISCELLANEOUS DETAILS A5.20 EXTERIOR DETAILS -WINDOWS A 521 EXTERIOR DETAILS - DOOR & MISC A5.22 EXTERIOR DETAILS - SLAB PERIMETER A5.23 EXTERIOR DETAILS -SLAB PERIMETER A5.24 EXTERIOR DETAILS - SLAB PERIMETER A5.25 EXTERIOR DETAILS -CANOPY A 5.40 CANOPY PLAN - STEEL SUPPORT A 5.41 CANOPY PLAN - TOP VIEW A 5.51 EXTERIOR DETAILS - ROOF A6.01 VERTICAL CIRCULATION STAIR 1 A6.02 VERTICAL CIRCULATION STAIR 2 A6.05 ELEVATOR DETAILS A8.01 UNIT APLAN - LEVEL 2 A6.02 UNIT APLAN - LEVEL 3 A8.03 UNIT B PLAN A 8.04 UNIT D PLAN A8.05 UNIT E PLAN A 8.06 UNIT G PLAN A8.07 UNITGPLAN- TYPEWUNIT A 8.08 UNIT H PLAN A8.09 UNIT HPLAN -TYPEWUNIT ARCHITECTURAL (CON'T) A8.10 UNIT P PLAN A8.11 UNIT KPLAN A 8.12 UNIT M PLAN A 8.13 UNIT N PLAN A8.30 TYPICAL ADA REQUIREMENTS ELEVATIONS A 8.31 TYPICAL ADA REQUIREMENTS ELEVATIONS A8.32 UNIT INTERIOR ELEVATIONS -BATHROOMS A8.33 UNIT INTERIOR ELEVATIONS -BATHROOMS A8.34 UNIT INTERIOR ELEVATIONS -KITCHENS A8.35 UNIT INTERIOR ELEVATIONS - KITCHENS A 9.02 INTERIOR PLANS / ELEVATIONS - MAIL A 9.03 INTERIOR PLANS / ELEVATIONS- TRASH A 9.04 INTERIOR DETAILS - WALL INTERSECTIONS A 9.05 SHAFT DETAILS - SUBDUCT A 9.08 PENETRATIONS AT RATED WALLS A9.09 STANDBY GENERATOR A 9.10 KNOX BOX A 10.01 DOOR SCHEDULE A 10.02 UNIT DOOR SCHEDULE A 10.03 WINDOW SCHEDULE STRUCTURAL S 1.00 GENERAL NOTES AND SHEET LIST S 1.01 GENERAL NOTES CONTINUED S 1.02 GENERAL NOTES CONTINUED S 1.03 GENERAL NOTES CONTINUED AND LEGEND & ABBREVIATIONS S 2.00 LEVEL P1 FOUNDATION PLAN S 2.01 LEVEL 1 MILD REINFORCING PLAN S 2.01A LEVEL 1 POST -TENSIONED PLAN S 2.01B LEVEL 10VER-FRAMING PLAN S 2.02 LEVEL 2 MILD REINFORCING PLAN S 2.02A LEVEL 2 POST -TENSIONED PLAN S 2.03 LEVEL 3 MILD REINFORCING PLAN S 2.03A LEVEL 3 POST -TENSIONED PLAN S 2.03B LEVEL 3 STUD AND SHEAR WALL PLAN S 2.04 ROOF FRAMING PLAN S 2.04A HIGH ROOF FRAMING PLAN S 3.01 CONCRETE COLUMN DETAILS S 3.02 CONCRETE COLUMN DETAILS $3.03 CONCRETE COLUMN DETAILS S 3.04 CONCRETE SHEAR WALL ELEVATIONS S 3.05 CONCRETE SHEAR WALL CORE PLANS AND DETAILS S 3.10 BASEMENT WALL SECTIONS S 3.11 BASEMENT WALL SECTIONS S 3.12 BASEMENT WALL DETAILS S4.01 FOUNDATION DETAILS S 4.02 FOUNDATION DETAILS S 4.03 FOUNDATION DETAILS S 5.01 TYPICAL POST TENSION DETAILS S 5.02 CONCRETE FRAMING DETAILS S 5.03 CONCRETE FRAMING DETAILS 85.04 CONCRETE FRAMING DETAILS 85.05 CONCRETE FRAMING DETAILS S 5.10 CONCRETE FRAMING DETAILS S 5.11 CONCRETE FRAMING DETAILS S 5.20 TYPICAL CMU DETAILS S 5.25 CONCRETE FRAMING DETAILS S 6.01 STEEL FRAMING DETAILS S 6.02 STEEL FRAMING DETAILS S 6.03 STEEL FRAMING DETAILS S 6.04 STEEL FRAMING DETAILS S 6.05 STEEL FRAMING DETAILS S6.06 STRUCTURAL BRICK VENEER DETAILS S 7.01 WOOD FRAMING DETAILS S 7.02 WOOD FRAMING DETAILS S 7.03 WOOD FRAMING DETAILS City of Edmonds Building Department APPROVED PLAN PRIQ ED BY P HNI.. G rti"v ZZ APPROVED FIRE DEPARTMENT CITY COPY I 2 ` CITY OF EDMONDS BUILDING DEPARTMENT WORK K) HD LASE ADDRESS OWNER 1V1 APPROVED DATE: BLDG. OFFICIAL: PERRTIIT 14LJMRFR 1_L'Pz''D1 to -U50(a RECEIVED APR 25 2016 BUILDING HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC U.1R REN9p! 4/22/16 PERMIT SET PROACT DRE- _ SB PROJECT unxRaR SB P-CT Mp ITECT SB PRUSCT RRl1 YEMBEx DT NRWR 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON :AUG26ZO10 RevieweBECK & OCIATES, PLLC COVER SHEETINDEX R1 Na 14001.00 APRI L 22, 2016 PR V NEixSdt - GO.O SET MAY 062016 n-119 Accnl9ATPc PI I GENERALNOTES REFERENCE SYMBOLS PROJECT TEAM MATERIAL SYMBOLS PROJECT DATA HALLER ARCHITECTS LLC 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24" X 36' 3. HORIZONTAL DIMENSIONS SHOWN INDICATE FACE OF (F.O.) CONCRETE, F.O. MASONRY, F.O. SHEATHING, CENTERLINE OF COLUMN GRIDLINE, OR F.O. FRAMING (WOOD & METAL), UNO. VERTICAL DIMENSIONS INDICATE TOP OF (T.O.) SLAB, T.O. SUBFLOOR, T.O. STEEL, UNO. 4. INFORMATION REGARDING EXISTING CONDITIONS USED TO PREPARE THESE DRAWINGS HAS BEEN PROVIDED BY OTHERS. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. THE ARCHITECT WILL ISSUE A WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IS REQUIRED. 5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, DATUM, LEVELS AND CONDITIONS PERTAINING TO THE WORK PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE ARCHITECT OF ANY DISCREPANCIES WITH THE DOCUMENTS. THE ARCHITECT WILL ISSUE WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IN REQUIRED. ABBREVIATION LIST NOTE: THE STANDARD LIST BELOW INCLUDES ITEMS THAT MAY NOT OCCUR IN THIS PROJECT. ABV ABOVE I.D INSIDE DIMENSION ACP ALUMINUM COMPOSITE PANEL INSUL INSULATION AFF ABOVE FINISH FLOOR INT INTERIOR AC TILE ACOUSTICAL TILE AL ALUMINUM JT JOINT ARCH ARCHITECTURAL LAV LAVATORY AVG AVERAGE LT LIGHT MO MASONRY OPENING BLKG BLOCKING MATL MATERIAL BR BRICK, BACKER ROD MAX MAXIMUM BOL BOLLARD MECH MECHANICAL BTTM BOTTOM ML METALLOUVERS BV BRICKVENEER MTL METAL CPT CARPET MIN MINIMUM CLG CEILING MUL MULLION CEM CEMENT CL CENTER LINE NOM NOMINAL C TO C CENTER TO CENTER NA NOTAPPLICABLE C.T. CERAMIC TILE NIC NOT IN THIS CONTRACT CLO CLOSET NTS NOT TO SCALE CW COLD WATER COL COLUMN OC ON CENTER CONC CONCRETE OD OUTSIDE DIMENSION CMP COMPOSITE METAL PANEL OVHD OVERHEAD CMU CONCRETE MASONRY UNIT 0/ OVER CONST CONSTRUCTION CONT CONTINUOUS P PAINT COORD COORDINATE PC PRECAST CONCRETE CFM CUBIC FEET PER MINUTE PEN PENETRATION FLASHING CG CORNER GUARD P LAM PLASTIC LAMINATE CIP CAST IN PLACE CONCRETE PLYWD PLYWOOD CWP COMPOSITE WALL PANEL PTD PAINTED PT CONC. POST -TENSIONED CONCRETE DTL DETAIL PT PRESSURE -TREATED WOOD DIA DIAMETER DIM DIMENSION RL RAIN LEADER DR DOOR REF REFRIGERATOR, REFERENCE ON DOWN REINF REINFORCING BAR IDS DOWNSPOUT REV REVISION DWG DRAWING R RISER, RADIUS RM,RMS ROOM,ROOMS (E) EXISTING RO ROUGH OPENING EA. EACH ELEC ELECTRICAL SAF SELF ADHESIVE FLASHING ELEV,EL ELEVATION SCHED SCHEDULE EQ EQUAL SCWD SOLID CORE WOOD EXIST. EXISTING SEC SECTION EXT EXTERIOR SHT SHEET SV SHEET VINYL FO FACE OF, FINISH OPENING SC SOLID CORE FIN FINISH SPECS SPECIFICATIONS FAAP FIRE ALARM ANNUNCIATOR SF SQUAREFEET PANEL SRWY STAIRWAY FD FLOOR DRAIN S.S. STAINLESS STEEL FEC FIRE EXTINGUISHER CABINET STL STEEL FRT FIRE RETARDANT TREATED STOR STORAGE FHA FULLY HANDICAP ACCESSIBLE STRUCT STRUCTURAL FLSH'G FLASHING SUSP SUSPENDED FLR FLOOR F.A. FLUID -APPLIED T TEMPERED GLASS FND FOUNDATION T.I.G. TEMPERED INSULATED GLASS FOIC FURNISHED BY OWNER, THRESH THRESHOLD INSTALLED BY CONTRACTOR T.O. TOP OF FOIO FURNISHED BY OWNER, TT TREAD, THICKNESS INSTALLED BY OWNER TS TUBESTEEL FOS FACE OF STUD TYP TYPICAL FV FIELDVERIFY FS FLOOR SINK UNPIN UNFINISHED FCC FIBER CEMENT CLADDING UNO UNLESS NOTED OTHERWISE FIN FIBERGLASS WINDOW UON OTHERWISE NOTED UUNLESS NDER GA GAUGE GALV GALVANIZED VERT VERTICAL GAP GENERATOR ALARM PANEL VCT VINYL COMPOSITION TILE GL GLASS GLULAM GLUE -LAMINATED WC WATERCLOSET GWB GYPSUM WALLBOARD WD WOOD GMRL GALV.METAL RAIN LEADER WNDW WINDOW WP WATERPROOFING HC HANDICAP WRB WEATHER RESISTANT BARRIER HOW HARDWARE WS WHEEL STOP HT HEIGHT W WIDTH HM HOLLOW METAL WI WITH HOR HORIZONTAL HS HOSE BIB HW HOT WATER HWT HOTWATERTANK 12 12 BUILDING SECTION INDICATOR A3.2 A3.2 2 WALL SECTION INDICATOR A4.1 ROOM NAME 101 ROOM IDENTIFIER w/ NAME & NUMBER <�> <8> WINDOW TYPE IDENTIFIER (L= LOUVER TYPE) R BUILDING ASSEMBLY TYPE INDICATOR 12 (R = ROOF, W = EXTERIOR WALL, F = FLOOR) Mw PARTITION TYPE INDICATOR - INTERIOR (T = THERMAL INSUL, A = ACOUSTIC INSUL, # _ CONFIGURATION) P-1 FINISH INDICATOR 5 EXTERIOR ELEVATION INDICATOR A3.1 C INTERIOR ELEVATION INDICATORS 8.1 B A8.1 e (BY ALPHA CHARACTERS OR DIRECTION) A 16 A5.1 ( J A5.1 DETAIL INDICATORS REVISION INDICATOR FIRST FLOOR LEVEL 0V ELEVATION & LEVEL INDICATOR T.O. WALL SPOT ELEVATION INDICATOR 302 DOORNUMBER CPT SV FINISH TRANSITION 14 KEYNOTE INDICATOR ♦ ll IDENTIFICATION DEVICE INDICATOR // \1 t BARRIER FREE 60" CLEARANCE CIRCLE 1 INDICATOR 0--- - GRID INDICATORS PLAN NORTH NORTH INDICATOR (ARROW =TRUE NORTH) VICINITY MAP OWNER EDMONDS 2020 LLC 307 BELL STREET EDMONDS, WA 98020 P: (425) 640-8000 F: (206) 625.0770 EMAIL: edmonds2020@gmail.com CONTACT: DOUG SPEE ARCHITECT HALLER ARCHITECTS LLC 12216 CORUSS AVENUE NORTH SEATTLE WA 98133 P: (206)235-0935 E-MAIL: boyerscottl@gmail.com CONTACT: SCOTTBOYER CIVIL CG ENGINEERING 250 4TH AVENUE SOUTH SUITE 200 EDMONDS, WA 98020 P: (425) 778.8500 E-MAIL: jaredu@cgengineedng.com CONTACT:JARED UNDERBRINK ENERGY/ENVELOPE CONSULTANT THE DEPEW INC 3005 SW 109TH STREET SEATTLE, WA 98146 P:(206)241.2683 EMAIL: steve@depewinc.com CONTACT.,STEVE DEPEW SURVEY White Shield, Inc 515116th Avenue NE Suite 150 Bellevue, WA 98004 P: (425) 455.0800 EMAIL: cpoder@whiteshield.com CONTACT. CHARLES PORTER STRUCTURAL DCI ENGINEERS ONE POST STREET, SUITE 1050 SAN FRANCISCO,CA 94104 P: (415) 781-1505 EMAIL: dlewis@dci-engineers.com CONTACT: DEAN LEWIS PLUMBING & FIRE PROTECTION MOORE FIRE PROTECTION NOTE: THE STANDARD SYMBOLS BELOW INCLUDE MATERIALS THAT MAY NOT BE USED ON 18621 SE MAY VALLEY ROAD THIS PROJECT. ISSAQUAH, WA 98027 P: (425) 269-1627 F: (425) 271-5506 15506 EARTH WOOD BACKING OR SHIM EMAIL: tracyvmoore@moorefire.com CONTACT: TRACY MOORE GRAVEL WOOD FRAMING. CONT. MECHANICAL THE METALSMITHS INC ' SAND, MORTAR a ENGINEERED WOOD 7116 220TH STREET SW SUITE 13 OR PLASTER FRAMING MOUNTLAKE TERRACE, WA 98043 P:1206) 362-3430 '. I CONCRETE ORIENTED STRAND BOARD F: (425) 775.6632 EMAIL: markcrayl@hotmail.com CONTACT: MARK CRAY ASPHALTIC CONCRETE FINISH WOOD ELECTRICAL RHEMA ELECTRIC LLC PRECAST CONCRETE INSULATION (LOOSE, BLANKET) 1404 RIVERSIDE DRIVE, SUITE F MOUNT VERNON, WA 98273 BRICK RIGID INSULATION P: (877) 743-6240 F: ((866) 413.4997 EMAIL: randy@rhemaelectric.com CMU SPRAY FOAM INSULATION CONTACT: RANDY MERRITT SHORING METAL SEALANT & BACKER ROD GROUND SUPPORT PLLC 16932 WOODINVILLE REDMOND ROAD NE SUITE A210 WOOD, MDF OR PARTICLE BD GLASS, ELEVATION WOODINVILLE, WA 98072 P: (425) 488-1143 605 F: (425) 605.40574057 PLYWOOD CARPET EMAIL: johnsnow@groundsupport.com CONTACT: JOHN SNOW GEOTECHNICAL ROBINSON NOBLE, INC. 17625130TH AVE NE., SUITE 102 WOODINVILLE, WA 98072 P: (425) 488-0599 CONTACT: RICK B. POWELL, PE SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING By Geotechnical Engineer: Excavation, Grading, and Site Preparation Soil Bearing Verification Foundation Drainage Installation Retaining Wall/Shoring Construction and Drainage Installation By WABO certified inspector: Concrete Construction, Including Reinforcement • Post tensioned Concrete Shotcrete Shearwall Nailing, Floor and Roof diaphragm Nailing Structural Masonry Structural Steel Fabrication and Erection, Including High -Strength Bolting and Welding (Welders Must Be WABO Certified) Fabrication ' Penetrations of Fire Resistive Assemblies Building Envelope Testing is required per WSEC 402.4.1.2.3 DESIGN CRITERIA FOR EDMONDS GROUND SNOW LOAD: 25 PSF SEISMIC DESIGN: CATEGORY D WIND SPEED: 85 MPH WIND EXPOSURE: B, C & D (VARIES W/ LOCATION) WINTER DESIGN TEMP: 27 DEGREES F MEAN ANNUAL TEMP: 50 DEGREES F BUILDING AREA (GROSS) SEE G0.05 & G0.06 FOR INTERIOR AREAS USED TO CALCULATE OCCUPANT LOADS (AREAS BELOW ARE CALCULATED FROM OUTSIDE FACE OF STUD I FACE OF CONCRETE) Y#'fc;p 2 OML y BASEMENT: 16,863 SF FIRST FLOOR: 15,279SF Ifwc.•Xom0mol wca SECOND FLOOR: 11,406 SF THIRD FLOOR: 11,321 SF, AS• ol, BUILDING TOTAL: 54.869 SF WAUi ce..1 ks: 06 PLAplkei0 C.rzcsc!/r/ L, NUMBER OF DWELLING UNITS: 20 8Lk6 -E/t'emu �. OCCUPANCY VENTILATION 1. RESIDENTIAL: PER IBC 2012 SECTION 1203.4, PROVIDE NATURAL VENTILATION AT HABITABLE ROOMS BY MEANS OF OPENABLE EXTERIOR OPENINGS WITH AN AREA NOT LESS THAN 4% OF THE FLOOR AREA BEING VENTILATED. 2. EXHAUST FANS: DUCTS TO TERMINATE OUTSIDE THE BUILDING WITH BACKDRAFT DAMPERS. 3. EACH UNIT SHALL HAVE A WHOLE HOUSE VENTILATION FAN AND EXHAUST VENTILATION WITH FAN SIZE AND VENTILATION RATES PER INTERNATIONAL MECHANICAL CODE ADDRESS: 201 MAIN STREET EDMONDS, WA 98020 PARCEL NUMBER: 00434400700800 ZONING EDMONDS: COMMUNITY BUSINESS - BD2 SUBJECTTO ECDC CHAPTER 16A3 MIXED USE (MULTI-FAMLITY RESIDENTIAL UNITS & COMMERCIAL SPACE) PERMITTED PRIMARY USES PER ECDC 16.43.020. 30' MAXIMUM HEIGHTABOVE AVERAGE CALCULATED GRADE PER ECDC 16.43.030(C). SETBACKS: PROJECT IS NOT ADJACENT TO RESIDENTIALLY (R) ZONED PROPERTY SO NO SETBACKS ARE REQUIRED PER ECDC 16A3.030. MINIMUM HEIGHT OF GROUND FLOOR: COMMERCIAL SPACE (POST OFFICE) IS WITHIN THE DESIGNATED STREET FRONT AND IS REQUIRED TO HAVE A MINIMUM GROUND FLOOR HEIGHT OF 12 FEET. PARKING: COMMERCIAL SPACES WILL COMBINE THE LEVEL 1 PARKING GARAGE FOR BOTH PHASE 1 & PHASE 2 FOR A TOTAL OF 28 PARKING SPACES. PER ECDC 16A3.030 (D)-2, NO PARKING IS REQUIRED FOR ANY COMMERCIAL FLOOR AREA LOCATED WITHIN THE BD2 ZONE. THE 20 RESIDENTIAL UNITS ARE PROVIDE WITH 36 PARKING STALLS. PER ECDC 17.50.010 (C), (1) PARKING STALL IS REQUIRED FOR EACH RESIDENTIAL UNIT. OPEN SPACE: 5%OF LOT AREA MUST BE DEVOTED TO OPEN SPACE PER ECDC 16.43.030(E). SPECIAL INSPECTIONS REQUIRED FOR ALL PENETRATIONS THROUGH RATED ASSEMBLIES (IBC 2012110.3.6) SEE ALSO STRUCTURAL GENERAL NOTES DEFERRED SUBMITTALS DESIGN BUILD STAIR SYSTEM DECK / COURTYARD GUARDRAILS C L GENERAL NOTES FIRECONNECTI N FIRE SPRINKLER \ FIREALARM i�P' EMERGENCY RESPONDERS RADIO SYSTEM 1 SEPARATE PERMITS ELEVATOR FIRE PROTECTION AND ALARM SYSTEMS CONSTRUCTION TYPE_V�r ELECTRICAL I LIGHTING- (11 aup(iw, MECHANICAL l(JS�' lLr Lt'9r� PLUMBING OCCUPANCY GROUP/ 8 S 7- r,i7ay��p�y SIGNS SIDE SEWER OCCUPANTLOAD"�I ----- RIGHT OF WAY 'fek.w.-j- I ru.(+.vveur�fi ACCESSIBILTY NOTES 1. REQUIRED ACCESSIBLE I BARRIER FREE UNITS: ANSI ACCESSIBLE UNITS: 5%OF (20) UNITS =1 REQUIRED, 2 PROVIDED. ALL OTHER UNITS TO BE ANSI TYPE'B' UNITS. 2. ANSI TYPE'B' UNITS: GRAB BARS OMITTED IN BATHING AND TOILET FACILITIES MUST PROVIDE WALL BLOCKING. PROVIDE PHOTOS DOCUMENTING BLOCKING INSTALLED IN EACH UNIT BEFORE COVERING WALLS. 3. PROVIDE FULLY INSTALLED GRAB BARS IN ALL COMMON AREA BATHING AND TOILET FACILITIES. 4. PARKING SIGNAGE FOR ACCESSIBLE SPACES SHALL BE INSTALLED IN PARKING SPACES DESIGNATED FOR ACCESSIBLE DWELLING UNITS. 5. ALL LOCATIONS: LOCK AND LATCH SETS TO BE LEVER TYPE. 6. ALL LOCATIONS: FAUCETS IN KITCHENS AND BATHS (SINKS, LAYS, TUBS) TO BE LEVER TYPE. GOVERNING CODES JURISDICTION: CITY OF EDMONDS, WASHINGTON 2012 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL RESIDENTIAL CODE 2012 INTERNATIONAL MECHANICAL CODE 2012INTERNAT10NAL FUEL GAS CODE 2012 INTERNATIONAL FIRE CODE 2012 EXISTING BUILDING CODE REBUS 2012 INTERNATIONAL PROPERTY MAINTENANCE CODE 2012 INTERNATIONAL CODE COUNCIL PERFORMANCE CODE AUG 19 pm6 2012 WASHINGTON STATE ENERGY.CODE i vo �Mowos� r 2012 UNIFORM PLUMBING CODE 2011 NATIONAL ELECTRICAL CODE WA STATE AMENDMENTS AS APPLICABLE CM COPY EDMONDS COMMUNITY DEVELOPMENT CODE TITLE 19 2009 ANSI 117.1 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC 4/2REM9ox 2116 PERMIT SET 08118(16 PERMIT REVISIONS P-7 oeECTpi SB P-CT MAN - PT AR-c' SB PRM-T .. MEMBER DT CNECN Agdl[M 8117 REGISTERED ARCHI T SCOTT A. B R STATE OF WASHINGTON C\ REVIEWED AU0 262016 Reviewed By: BECK & ASSOCIATES, PLLC PROJECT INFORMATION PRpf.CT N0. 14001.00 WTE �^ APRIL22',`�g� 6i8-IV"D eRo.ECT MEmax PAM AUG 267.016 BECK & ASSOCIATES, PLLC 91E[T NUMBER G0.02 SET FIRST 38.7! PHASE 21 PHASE 1 m IR ILCT 01; THIC Al IRAALQ58r1Mt • O INr1PR nomgTRI ICTUIMI J P V-A 3,789 SF 5,281 SF PER IBC 2012A 0NC8I4 2) [ 43g#59 1` ] + [ 49 �Q6 SF ] + [ (A -2 M0ANCY) (M d=U ANCY) (B + 13,109 SF + 1,705 SF + r2 874 SF 1 .036' [ {{, ] L F (S 2 OG�CUPANCY) (S-1 OSCI(JUPANCY) (R-2 OCCUPANCY) t 0 15 30 60 FOURTH FLOOR P 0 15 30 60 DAW CONSTRUCTION P V-A t 1 PANCIES : 15,974 SF = 377 < 1 (CALCULATION PER IBC 2012 508.4.2) [42,360 SF ] (R-2 OCCUPANCY) SECOND FLOOR PLAN 50.07PROPERTY LINE 45.42' 1 ' 49.86' 0 15 30 60 1 CON TR CTION P V-A 11.406 SF + 1,853 SF + 8,756 SF ANCIES : L 42,360 SF (CALCULATION PER IBC 2012 508.4.2) L (R-2 OCCUPANCY) -PHASE 2 PHASE 1 (SUBJECT OF THIS SUBMISSION) • (UNDER CONSTRUCTION) w W11or. -1110 i■II•--'rn=r�i��ilf�7 11 n ii 11, ii ra D _ _ PHASE 1 & 2 CO - - - - •�� 1_ RST FIFLOOR FIRST FLOOR f sffig 6A EN7FCObl� i 4rfl --_-_----- BA--- FLOOR _ , -- - BASEMENTNOT£OUN AS STORY ABOVESRADE PLANEPERia i BASEMENT NOT COUNTED AS STORY ABOVE GRADE PLANE PER IBC 2012 & 2012 & COMMENTARY DEFINITIONS "STORY ABOVE GRADE PLANE" COMMENTARY DEFINITIONS "STORY ABOVE GRADE PLANE' PHASE 1 & PHASE 2 OVERALL BUILDING SECTION AVERAGE GRADE ELEVATION AT EXTERIOR WALLS: EAST= (45.42 + 49.86) ! 2 = =47.641 42. SOUTH = (38.75' + 45.421 ! 2 = 42.09 WEST = (38.76 + 44.82) / 2 = 41.79 NORTH = (44.82' + 49.86) / 2 = 47.34' NORTHEAST 178.86 / 4 = 44.72' = ELEVATION OF GRADE PLANE 0 15 30 60 �STRUCTION TYPE V-A SEPARATED USES CALCULATIONS PHASE 1 & PHASE 2 COMBINED FRONTAGE INCREASE - 100 rP -0.25 W F = BUILDINGS PERIMETER ON OPEN SPACE = 626' IfL ONLY EAST ALLEY NOTOUNT D)(CALCULATED ALONG MAIN, &BELL P = PERIMETER OF ENTIRE BUILDINGS =1205' 11=100 F6205 0.25 ] 30 = 27 W = WIDTH OF OPEN SPACE = >30' (MIN. 421) SPRINKLER SYSTEM INCREASE c}i INCREASED BY 200%FOR SPRINKLERS INSTALLED PER 903.3.1.1 As= ALLOWABLE AREA PER FLOOR = 40,595 SF AIL a= At+[ +[1005] t = TABULAR AREA PER FLOOR =11,500 SF It = INCREASE DUE TO FRONTAGE = 28 + 25 = 53 A=11,500 +r11,500)(27 + r 11,500)(200)� = 37,605 SF Is=INCREASE DUE TO SPRINKLER PROTECTION = 200 a L 100 LL 100 SPRINKLER SYSTEM INCREASE INCREASED BY 200% FOR SPRINKLERS INSTALLED PER 903.3.1.1 SF Aa= At+Li 66 ]+[1005I At = TABULAR AREA PER FLOOR = 18,000 SF 0 It = INCREASE DUE TO FRONTAGE = 28 + 25 = 53 0° Aa 18,000 +r18,000)(27, + r(18,000)(200)l = 58,860 SF Is INCREASE DUE TO SPRINKLER PROTECTION = 200 L 100 J L 100 SPRINKLER SYSTEM INCREASE v INCREASED BY 200% FOR SPRINKLERS INSTALLED PER 903.3.1.1 z SF As= ALLOWABLE AREA PER 0R 0 Aa At+rip ]+[1 p ] At = TABULAR AREA PER FLOOR2,000 SF 0 11= INCREASE DUE TO FRONTAGE = 28 + 25 = 53 eH Aa 12,000 + (12,000)(27� + 112,000)(200)� = 39,240 SF I$ INCREASE DUE TO SPRINKLER PROTECTION = 200 LL 100 L 100 SPRINKLER SYSTEM INCREASE r INCREASED BY 200% FOR SPRINKLERS INSTALLED PER 903.3.1.1 0 zQ M Aa- At+[qt If+ I qt s Aa=ALLOWABLE AREA PER FLOOR = 49,420 SF At TABULAR AREA PER FLOOR 14,000 SF 100 J100 = = o It = INCREASE DUE TO FRONTAGE = 28 + 25 = 53 Aa 14,000 +('14,000)(27') + r(14,000)(200)l = 45,780 SF IS INCREASE DUE TO SPRINKLER PROTECTION = 200 LL 100 JJ L 100 J SPRINKLER SYSTEM INCREASE c}i INCREASED BY 200% FOR SPRINKLERS INSTALLED PER 903.3.1.1 z a At If At Is As= ALLOWABLE AREA PER FLOOR = 49,420 SF c0i Aa- At+[100 ]+[100 At = TABULAR AREA PER FLOOR = 14,000 SF 0 It = INCREASE DUE TO FRONTAGE = 28 + 25 = 53 I Aa 14,000 +I`14,000)(2, r + r(14000)(200)� = 45,780 SF Is= INCREASE DUE TO SPRINKLER PROTECTION = 200 L 100 J L 100 SPRINKLER SYSTEM INCREASE U INCREASED BY 200% FOR SPRINKLERS INSTALLED PER 903.3.1.1 z f At ILi qt Is As= ALLOWABLE AREA PER FLOOR = 74,130 SF v Aa= At+ 00 ]+[100 ] At = TABULAR AREA PER FLOOR = 21,000 SF 0 It = INCREASE DUE TO FRONTAGE = 28 + 25 = 53 U' A = 21,000 + (21,000)(27� + rn(21,000)(200)l = 68,670 SF 1s= INCREASE DUE TO SPRINKLER P OTEC N = 2 -,a,--,a,-1.00� 100 IYOu7A/slE # 57., 506.2 EQUATION 5-2 506.3 EQUATION 5-1 HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC wrE REwsbx 4/22/16 PERMIT SET ,&8/18/16 PERMIT REVISIONS 3 moil 506.3 EQUATION 5-1 S F/lY7 P-T CW 1. RSB Pcc.ET u.wN¢R SB Prro 1 u+airfcr SIB 506.3 PR0.CCT 1EAN VEMBfR DT EQUATION 5-1 8117 REGISTERED ARCHI T S�2It� 506.3 SCOTT A. B R STATE OF WASHINGTON EQUATION 5-1 REDS AUG 19 2016 3 6UILOINOOEPMTMFM O YOFEOMONC 506.3 EQUATION 5-1 nu CODE SUMMARY 702 f5 PNO.ECT xo. 14001.00 506.3 WrE APRIL22,_2Qj61081i ��II FF EQURR N 0-1� AUG 26 vie By: iCK & ASSOCI 16 PR0.ECT N- P 6': .+ �z,2n16 ts, "rLLC 5>rFET NJNEFR BE( 1 S ET TES, PLL EXIT PASSAGEWAY A A PHASE 21 PHASE 1--� (SUBJECT OF THIS SUBMISSION) ; (UNDER CONSTRUCTION) PHASE2 TRASH RM 387 SF * POST OFF TRASH RM 140-SF* A LT IS-1 =1,705 SF UTILITY ROOM & _ III IIIIiIIIIIIIIBFIII IIIWIIIIIIIIIIIIWIIIIIIII�IIIIIIIIII` 1147 SF FIRST FLOOR PLAN * ACCESSORY OCCUPANCY TO S-2 PER IBC 2012 508.2 PROPERTY LINE 0 15 30 60 CONSTRUCTION TYPE V-A 1 LEVEL 1 SEPARATED OCCUPANCIES: (CALCULATION PER IBC 2012 508.4.2) 3,708 SF SF L ] + 5,281 SF r ] 63 5=ibSF 4,432 SF r13,109 SF 1,705 SF 2,874 SF 1 SF SF �FJ ] + r ] tA83+ L + OSF 0 oqt L gg J LL gg J L53'32 L L J LL LL 5>� Pyo 670 q{ 7yo ggqg ytp ,CUPANCY) 5 (A-2 O�GiCUPANCY) (B OCCUPANCY) (B OCbUPANCY) (S-2 0 (S-1 OCCUPANCY) (R-2 OCCUPANCY) 5 5 38.7 llm /A`L,01 * At •61 PROPERN LINE SECOND FLOOR PLAN 45A2' i 5o.or 49.86' 0 15 30 60 1 CONSTRUCTION TYPE V-A 11,406 SF + 1,853 SF + 8,756 SF LEVEL 2 SEPARATD`OCCUPANCIES : (CALCULATION PER IBC 2012 508.4.2) L 42,360 SF (R-2 OCCUPANCY) THIRD FLOOR PLAN '-11" (SEE A1.01) a PHASE2 PHASE (SUBJECT OF THIS SUBMISSION) -(UNDER CONSTRUCTION) ------r---------------- MON TYPE V-A 5, PARATED OCCUPANCIES: 11,321 SF + 1974 SF L g2,360 5, ] _ •644 < 1 'ION PER IBC 2012 508.4.2) LSF (R-2 OCCUPANCY) PHASE2 1 PHASE (SUBJECT OF THIS SUBMISSION) j (UNDER CONSTRUCTION) 5 0 15 30 60 -_- FDURTHFLOOR THIkD FLOOR tjKAUt I'LANth 44.U' ' -„_ yr ,4S - - '&-2- PHASE C6OBIRED ® -••••••-- - " " - " - " " " - - '- " - _ - " " ' ' :•: :.a : ., -- -- --__-- e+++�.v M...,,.,,.......- 1 �g7� g i• i i i i •• •••••••• •• �oi R3'c71'r;,�il�El�_ FIRST FLOOR �l B7SSENlENTFC06i�_--� i/ ��.�%�r% -_-_-_------ BASEMENTFLOOR ---- --BASEMENTNOT000 ASSTORYABOVEGRADEPLANEPERIBC •--� BASEMENTNOT COUNTED ASSTORY ABOVE GRADE PLANE PER ISC2012& 2012 & COMMENTARY DEFINITIONS "STORY ABOVE GRADE PLANE' COMMENTARY DEFINITIONSSTORY ABOVE GRADE PLANE' PHASE 1 & PHASE 2 OVERALL BUILDING SECTION AVERAGE GRADE ELEVATION AT EXTERIOR WALLS: EAST= (45.42' + 49.86) / 2 = 47.64 SOUTH = (38.75' + 45.42) / 2 = 42.09 WEST = (38.76 + 44.825 / 2 = 41.79' NORTH = (44.87 + 49.861/ 2 = 47.34' 1 0 15 30 60 NORTHEAST 178.86' / 4 = 44.72' = ELEVATION OF GRADE PLANE PHASE 1 i (UNDER CONSTRUCTION) FOURTH FLOOR PLAN 0 15 30 60 CONSTRUCTION TYPE V-A i LEVEL 4 SEPARATED OCCUPANCIES: i5,974 SF FPR�!VtD BY LAPdN NG (CALCULATION PER IBC 2012 508.4.2) [42,360 SF ] _ •377 < 1 9- YiW al 19 1? (R-2 OCCUPANCY) zGV/ S/on/ ?p Z CONSTRUCTION TYPE V-A SEPARATED USES CALCULATIONS PHASE 1 & PHASE 2 COMBINED FRONTAGE INCREASE 506.2 .2W F = BUILDINGS PERIMETER ON OPEN SPACE = 620 EQUATION 5-2 f = 100 F 0.2d [P ] 30 (CALCULATED ALONG MAIN, &BELL ONLY EAS ALLEY NO COUNT D) r P = PERIMETER OF ENTIRE BUILDINGS = 1205' If -100 [16205 0.25] 30 = 27 W = WIDTH OF OPEN SPACE = >30' (MIN. 42) i Deferred Submittal: - Fire Alarm Fire Sprinkler Exit signs, emergency lighting and Fire Extinguishers on Final I VIS/OVV a� Z APPR VED F1 MENT SPRINKLER SYSTEM INCREASE 506.3 c}i INCREASED BY 200% FOR SPRINKLERS INSTALLED PER 903.3.1.1 z Aa_ At+[ 0 ]+[100At 1s] Aa= ALLOWABLE AREA PER OR SF SF EQUATION 5-1 At=TABULAR AREA PER FLOOR 500 N If = INCREASE DUE TO FRONTAGE = 28 + 25 = 53 a Aa 11,500 +r11,500)(2 ] + [(11 _ 37,605 SF IS= INCREASE DUE TO SPRINKLER PROTECTION = 200 1000(200)] SPRINKLER SYSTLLEM INCREASE 506.3 } v INCREASED BY 200°% FOR SPRINKLERS INSTALLED PER 903.3.1.1 -A I A I'] A = ALLOWABLE AREA PER FLOOR = 63,540 SF Aa At+Li00f]+[100 EQUATION 5-1 At = TABULAR AREA PER FLOOR = 18,000 SF or If = INCREASE DUE TO FRONTAGE = 28 + 25 = 53 m Aa 18,000 +1,18,000)(27J, + r(18,000)(200)] = 58,860 SF IS INCREASE DUE TO SPRINKLER PROTECTION = 200 L 100 J L 100 SPRINKLER SYSTEM INCREASE 506.3 c}i INCREASED BY 200% FOR SPRINKLERS INSTALLED PER 903.3.1.1 z ALLOWABLE SF Aa= At+[100f]+[ 00 ] A= EQUATION 5-1 TABULAR AREA PER FLOOROi 2,000 SF oN If = INCREASE DUE TO FRONTAGE = 28 + 25 = 53 Aa 12,000 + I! + (12,000)(200) = 39,240 SF Is= INCREASE DUE TO SPRINKLER PROTECTION = 200 100 100 -1 2EY Z APPROVE REVISED PLAN -. CITY OF EDMONIOS BUIZING DIVISICIIS PLANS EXAMINER teA DATE SP NKLER STEM 1 CREASE 506.3 v INCREASED BY 200% FOR SPRINKLERS INSTALLED PER 903.3.1.1 z a At If At IS]Aa= ALLOWABLE AREA PER FLOOR = 49,420 SF AB- At+ + EQUATION 5-1 100 100 At = TABULAR AREA PER FLOOR = 14,000 SF If = INCREASE DUE TO FRONTAGE = 28 + 25 = 53 cb Aa 14,000 + (14,000)(27') + r(14000)(200)] _ 45,780 SF Is= INCREASE DUE TO SPRINKLER PROTECTION = 200 L 100 J L 100 SPRINKLER SYSTEM INCREASE 506.3 v INCREASED 200% FOR SPRINKLERS INSTALLED PER 903.3.1.1 rBY At SF AB- At+[1if] 0 ] = EQUATION 5 1 00I+At = TABULAR AREA PER FLOOR 21,000 SF w If = INCREASE DUE TO FRONTAGE = 28 + 25 = 53 cc r Aa 21,000 +I`21,000K2) + r(21,000)(200)) = 68,670 SF Is= INCREASE DUE TO SPRINKLER PROTECTION = 200 L 100 J L 100 HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boverscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC NEY N.P w,E laxsox .. 4/22/16 PERMIT SET ,&8/18/16 PERMIT REVISIONS 11/14/16 PERMIT REVISIONS 02/22/17 CONFORMED SET Z�,11/21/17 CA REVISION 03/15/18 ASI-004 P-T °aECT°x PR°.E°T MOxxWI SB .MT 0.f-T _ SB PP°JE°T 1EN.1 Mnlxat DT ,wa.rtcr 8117 REGISTERED ARCHI T tSTAWE A. B R WASHINGTON COPY EViSION, APR 10 2018 BUILDING DEPARTMENT CITY OF EDMONDS CODE SUMMARY Px I W61.00 Pere FEBRUARY 22, 2017 Pxo.ecT xrlxoer PnTx G0.03 CONFORMED SET &L9 -za l0 , o561p , C NSTR,UCTIO�TYP�EV-�A BUILDING CODE SUMMARY HALLER ARCHITECTS LLC FIRE SISTIVE REQUIREMENTS HOUR RATING STRUCTURAL FRAME 1 TABLE 601 BEARING WALLS: EXTERIOR 1 TABLE 601 BEARING WALLS: INTERIOR 1 TABLE 601 NON -BEARING WALLS: INTERIOR 0 TABLE 601 NON -BEARING WALLS: EXTERIOR 0 FIRE SEPARATION >30 TABLE 602 NON -BEARING WALLS: EXTERIOR 1 FIRE SEPARATION 10< X <3U TABLE 602 FLOOR CONSTRUCTION 1 TABLE 601 ROOF CONSTRUCTION 1 TABLE 601 WALLS SEPARATING UNITS 1 708.1 & 708.3 FLOOR / CEILINGS SEPARATING UNITS 1 111.1 & 711.3 SHAFT ENCLOSURES (INCLUDING ELEVATOR) 2 713.4 ELEVATOR LOBBY NOT REQUIRED 713.14.1 (EXCEPT.1 & 4) EXIT STAIR ENCLOSURES 2 1009.3.1.2 AREA OF OPENINGS TABLE 705.8 NORTH & WEST ELEVATIONS UNLIMITED TABLE 705.8 SOUTH & EAST ELEVATIONS 45% MAX OF OPENING (SEE A1.01, 2/A3.01 & 1 /A3.02) TABLE 705.8 FIRE PROTECTION AUTOMATIC SPRINKLER SYSTEM REQUIRED 903.2.8 MONITORING REQUIRED 901.6 & 901.6.1 QUICK RESPONSE OR RESIDENTIAL TYPE REQUIRED 903.3.2 SINGLE AND MULTIPLE STATION SMOKE ALARMS REQUIRED 907.2.11 VISIBLE ALARMS REQUIRED 907.5.2.3 STANDPIPE NOT REQUIRED 905.3.1 CARBON MONOXIDE ALARMS REQUIRED 908.7 EGR 1 PROVIDE AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE W/ SECTION 907.5.2.2 1005.3 NIMUM S R WIDTH = X OCCUP .1 MINIMUM STAIR = 44" 1009.4 MINIMUM (OTHER THAN STAIR) WIDTH = 0.15 X OCCUPANTS 1005.3.2 7" MAX RISER, 11" MAX TREAD 1009.7.2 H - 09.5 COMMON PATH OF EGRESS TRAVEL (R-2) = 125' COMMON PATH OF EGRESS TRAVEL (B, S) = 100' COMMON PATH OF EGRESS TRAVEL (ALL OTHERS) = 75' k_�' TABLE 1 14.3 MAXINItiM EXIT TRAV T E - ' (- CU 400' ( UPANCY), 300' (B OCCUPANCY) TABLE 10 66.2 SEPARATION OF EXITS = 1/3 DIAGONAL OF AREA SERVED 1015.2.1 PROVIDE EGRESS ILLUMINATION 1006.1 OPENING PROTECTION WALL DOOR/WINDOW EXTERIOR 1 0 MIN R-2 EGRESS BALCONY 1 0 MIN OTHER FIRE BARRIERS AND PARTITIONS 1 45 MIN SHAFTS AND STAIR EXIT ENCLOSURES 2 90 MIN 45 N WINDOW @ DEAD END EGRESS BALCONY - SEE A2.03 &A10.03 ALLOWABLE HEIGHT BASE HEIGHT = 3 STORY, 50' TABLE 503 SPRINKLER INCREASE = 1 STORY, 20' 504.2 TOTAL ALLOWABLE HEIGHT = 4 STORY, 60' 504.2 1 TRi`�E' EMU a AUG 19 2016 BUILOINOOF.P,amMFM Cf7YOFEOMONCB 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC am REN- 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS PRaccT M". SEI PaoE�, NN.�R SB SEI P N NENRER DT NRCNmCP 4 8117 REGISTERED ARCHI T SCOTT A. R W STATE OF ASHINGTON RFVIEWrp AUG "° 2315 Reviewer By: BECK & ASSOCIATES, PLLC CODE SUMMARY PR11T Nn 14001.00 APRIL 22 2U46 PR6ECi NEIMiMN P,11N\'+.• �" 9�EEi NJURFA �� G0.04 SET ELEVATOR MECH ELEVATOR EXIT ACCESS THE DISTANCE = 152' EXIT ACCESS TRAVEL DISTANCE = 262'- MAX = 4OU (PER 2012 IBC TABLE 1016.2) PHASE 2 1 PHASE 1 (SUBJECT OF THIS SUBMISSION) (UNDER CONSTRUCTION) I DISTANCE BETWEEN EXITS > 1/3 L_ GARAGE EXHAUST SHAFT (OVERALL DIAGONAL) ABOVE 14T > 1/3 (198') 143 > 66 143' PHASE 1 RAMP PROVIDES ACCESS TO BOTH PHASE 1 AND PHASE PARKING GARAGES I -------- J--J: EXIT STAIR 2-HR FIRE BARRIER PHASE 1 - USED AS SECOND STAIR MEANS OF EGRESS FOR PHASE 2 PHASE 2 BASEMENT FLOOR PLAN 0 10 20 40 OVERALL FLOOR AREA = 16,863 SF AREA TO OUTSIDE FACE OF WALLS=17,313 SF OCCUPANCY LOAD AREA OCCUPANCY LOAD TOTAL OCCUPANTS 8-2 PARKING GARAGE ® 16,863 SF 200 85 MIN. EXIT WIDTH = 15 85 = 12.75/2 = 6.375" (48" provided) MIN. STAIR WIDTH - 0.2 k 85=17.0/2 = 8.5" (47" provided) PHASE 1 BASEMENT FLOOR PLAN (FROM APPROVED PERMIT SET) OVERALL FLOOR AREA = 15,463 SF AREA TO OUTSIDE FACE OF WALLS = 16,454 SF OCCUPANCY LOAD AREA OCCUPANCYLOAD TOTAL OCCUPANTS S-2 PARKING GARAGE ® 19,121 SF 200 96 MIN. EXIT WIDTH=(0.15�96=14.4/2 = 7.1" (48" provided) MIN. STAIR WIDTH 0.2 96=19.212 = 9.6" (47" provided) COMBINED REVISED LOAD ON PHASE 1 SOUTH STAIR SECOND FLOOR PLAN OCCUPANCY LOAD AREA OCCUPANCY LOAD TOTAL OCCUPANTS S-2 PARKING GARAGE ® 200 91 MIN. EXIT WIDTH 0.1 129 = 19.35/2 = 9.675" (48' provided) MIN. STAIR WIDTH 0.2 129 = 25.8/2 =12.9" (47" provided) PHASE 2 R-2 APARTMENT (LEVEL 2) ® 11,071 SF 200 55 PHASE 2 R-2 APARTMENT (LEVEL 3) ® 11,071 SF 200 55 PHASE 2 COURTYARD 1,265 SF 15 86 MIN. EXIT WIDTH = 9.675' 0.15�C 196 = 29.4/2=14.7" COMBINED = 24.375" MIN. STAIR WIDTH =12.9 + 0.2 196 = 39.2/2 = 19.6" = 32.5" COMBINF 196 PHASE PHASE DISTANCE BETWEEN EXITS > 1/3 (SUBJECT OF THIS SUBMISSION) (UNDER CONSTRUCTION) (OVERALL DIAGONAL) PER IBC 20121015.2 EXIT STAIR 2-HR FIRE BARRIER 45' > 1/3 (1181) POST OFFICE (PHASE 1) PHASE 1 - USED AS SECOND 45 > 34.34' TRASH ROOM) I STAIR MEANS OF EGRESS FOR RESIDENTIAL & E PHASE 2 PARKING GARAGE EXIT COMMERCIAL I ONLY DISCHARGE TRASH ROOM 7 -- o i L��u�� DISCHARGE PHASE 2 FIRST FLOOR (GARAGE ONLY) 0 10 20 40 S-2 PARKING GARAGE = 4,388 SF OCCUPANCY LOAD AREA OCCUPANCY LOAD TOTAL OCCUPANTS S-2 PARKING GARAGE ® 4,388 SF 200 22 MIN. EXIT WIDTH =t.)z 22 = 3.3/2 =1.65" (48" provided) MIN. STAIR WIDTH 0. x 22 = 4.412 = 2.2" (47" provided) PHASE 1 FIRST FLOOR (GARAGE ONLY) (FROM APPROVED PERMIT SET) S-2 PARKING GARAGE = 7,816 SF OCCUPANCYLOAD AREA OCCUPANCYLOAD TOTALOCCUPANTS S-2 PARKING GARAGE ® 7,816 SF 200 40 MIN. EXIT WIDTH = .15 40 = 6.0/2 = 3.0" (48" provided) MIN. STAIR WIDTH 0.2 40 = 8.0/2 = 4.0" (47" provided) COMBINED REVISED LOAD ON PHASE 1 SOUTH STAIR FIRST FLOOR PLAN (GARAGE ONLY) OCCUPANCY LOAD AREA OCCUPANCY LOAD TOTAL OCCUPANTS S-2 PARKING GARAGE ® 200 62 MIN. EXIT WIDTH =1.65" + 3.0" COMBINED = 4,65" (48" provided) MIN. STAIR WIDTH = 2.2" + 4.0" COMBINED = 6.2" (47" provided) HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC 4.xrt PExaox 4/22/16 PERMIT SET PaaEcr 4wEciox SB Peo 14uu¢x SB P4o.ECE �acxiscr SB Pgq(CL IE14 4E49Ex DT .E" 4xa.acr 8117' REGISTERED ARCHI T SCOTT A. B R STATE OF WASHINGT. REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATES, PLLC nnE CODE SUMMARY P14001.00 APRIL 22, 2016 APR 25 2016 BUILDING G0.05 SET -1 7 - MAY 062016 BECK & ASSOCiATta, PLLC •1 1 •• • 1• 1 I V �/ BETWEEN PHASE 1 & PHASE 2 PER ISO 1/// THIRD FLOOR lip yy I/ ABOVEI / WINDOWOPENINGS ON ■ OF EGRESS COURT TO BE 3/4 HOUR l i PROTECTED WITHIN 1 O'OF RAMP SURFACE PER ISO 2012127.4.2 REQUIRED SECOND EXIT PATH FROM PHASE 2 E ' III I B 4 � TO PHASE >�al�l„� I1 '9 III �_ ce.. PASSAGEWAY rHIP FIRE I i ��C ■1'T�iii 1� %%I /!�/L� h m1 , � � —EXISTING PHASE 1 EXIT STAIR J � ll'IIII�II�I� — �®r / irl/EXISTING J/J'Ir� liPASSAGEWAY PHASE 1 EXIT 2-HR FIRE BARRIER COMMON PATH 91' L� PRIVATE DECKS FOR UNITS �— PUBLIC ALLEY COMMON PATH = 109 EXIT ACCESS TRAVEL DISTANCE =143' GARAGE EXHAUST SHAFT 2-HR FIRE BARRIER SEE 1/A3.02 SECOND FLOOR PLAN 0 10 20 40 OVERALL FLOOR AREA=11,226 SF AREA TO OUTSIDE FACE OF WALLS = 11,609 SF OCCUPANCYLOAD AREA OCCUPANCY LOAD TOTAL OCCUPANTS R-2APARTMENT ® 11,071 SF 200 55 COURTYARD 1265 SF / (2 EXITS) 15 43 98 MIN. EXIT WIDTH-A0.15155 = 8.25/2 = 4.125" (48" provided) MIN. STAIR WIDTH 0.2 W 55=11.0/2 = 5.5" (47" provided) PHASE 1 SECOND FLOOR PLAN (FROM APPROVED PERMIT SET) OVERALL FLOOR AREA=11,047 SF AREA TO OUTSIDE FACE OF WALLS = 20,972 SF OCCUPANCY LOAD AREA OCCUPANCY LOAD TOTAL OCCUPANTS R-2 APARTMENT ® 9290 SF 200 47 R-2 LOBBY 783 SF 50 16 COURTYARD 1964 SF / (2 EXITS) 15 66 129 n MIN. EXIT WIDTH 0.15�129=19.35/2 = 9.675' (48' provided) MIN. STAIR WIDTH - 0.2 129 = 25.8/2 =12.9' (47" provided) COMBINED REVISED LOAD ON PHASE 1 SOUTH STAIR SECOND FLOOR PLAN COMMON PATH 90, COMMON PATH 1 THIRD FLOOR PLAN ELEVATOR SHAFT f2=HRFIRE BARRIER COURTYARD IIIIIIIAIIRIRIfi — EGRESS BALCONY FUTURE RETAIL SHAFT / 2 qRFIRE BARRIER OVERALL FLOOR AREA = 11,149 SF AREA TO OUTSIDE FACE OF WALLS = 11,526 SF OCCUPANCY LOAD AREA OCCUPANCYLOAD TOTALOCCUPANTS R-2 APARTMENT ® 10,994 SF 200 55 MIN. EXIT WIDTH 10.15�d) 55 = 8.25/2 = 4.125" (48" provide MIN. STAIR WIDTH 0.2 55=11.0/2 = 5.5' (47" provided) TYPICAL DECK As�'r 1 STAIR TO SECOND V COMMON PATH OF EGRESS TRAVEL =114' (CALCULATED TO EXIT STAIR DOOR OR TO POINT WHERE THERE ARE (2) MEANS OF EGRESS). BUILDING PROTECTED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 2O12 IBC 903.3.1.2. SO MAX. DISTANCE ALLOWED PER 2012 IBC TABLE 1014.3 FOR R-2 OCCUPANCY =126 0 10 20 40 OCCUPANCY LOAD AREA OCCUPANCY LOAD TOTAL OCCUPANTS R-2 APARTMENT ® 9290 SF 200 47 R-2 LOBBY 783 SF 50 16 COURTYARD 1964 SF / (2 EXITS) 15 66 129 MIN. EXIT WIDTH = 0.15 x 129=19.35/2 = 9.675' (48' provided) MIN. STAIR WIDTH = 0.2 x 129 = 25.8/2 =12.9' (47' provided) PHASE 2 R-2 APARTMENT (LEVEL 2) ® 11,071 SF 200 55 PHASE 2 R-2 APARTMENT (LEVEL 3) ® 11,071 SF 200 55 PHASE 2 COURTYARD 1,265 SF 15 86 196 APR 25 2016 MIN. EXIT WIDTH = 9.675' + 0.1 196 = 29.4/2=14.7' COMBINED = 24.375" (48" provided) allILDING MIN. STAIR WIDTH =12.9' 0.2 196 = 39.212 =19.6" = 32.5" COMBINED (47" provided) HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PHUJEUT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC oAR aENsav 4/22/16 PERMIT SET Pxoccr o�"more SB PFp[Cr 4ANACCH SB P-1 —1-1 SB 1-T RAN NC 0 DT xRIIRcr 8117 REGISTERED ARCHI T SCOTT A. R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATES, PLLC .nI CODE SUMMARY maccr xa 14001.00 oA APRIL 22, 2016 P-1 K—K PA M T M141Be1 GQwO,6n SET MAY 062016 BECK & ASSOCIATES, PLLC ESR-2397 I Most Md. fyAccepled and Trusted Page 2 of 4 ICC EVALUATION The Model WST'" pendent vertical sidewall sprinkler sprinklers and the ceiling sprinklers adjacent to the Model CS SERVICE Most Widely Accepted and Trusted must be located 4 to 12 inches (102 to 305 mm) from WS'ry window sprinklers will occur. the face of the glass and 2 to 4 inches (51 to 102 ram) 6.0 CONDITIONS OF USE down from the top of the noncombustible frame as ICC-ES Evaluation Report ESR-2397 shown in Figure 4. The Model WS^ window sprinklers described in this Intermediate horizontal mullions are not permitted as part report comply with, or are suitable alternatives to what is Reissued February 2016 p s ecified in, those codes listed in Section 1.0 of this report, of the glass wall assembly. All combustible materials must - sub ecf to the following conditions: This report is subject to renewal February 2018, be kept a minimum distance of 2 inches (51 mm) from the j g face of the glass. This can be accomplished by a 36-inch- 5.1 The installation of the special-purpose sprinkler www.icc-es.orq 1 (800) 423-6587 I (562) 699-0543 A Subsidiary of the /ntemational Code Councils high (914 mm) "pony wall" as shown in Figures 3 and 4.. systems must be in accordance with the This "pony wall" is constructed using construction methodsmanufacturer's published installation Instructions, this and materials as recognized in the applicable codes based report and the applicable code. In the event of a DIVISION: 2100 00 FIRE SUPPRESSION fire -resistance rating of the wall. For exterior glazed on the building's type of construction. The 'pony wall" conflict between this report and the manufacturer's Section: 21 1313-Wet-Pipe Sprinkler Systems assemblies that are permitted to be rated only from the must be constructed in a manner which meets the published installation instructions, this report governs. Interior, the sprinklers mustbe located on the interior side minimum required fire -resistance rating which is sought - A copy of the installation Instructions and this report DIVISION: 210000-FIRE SUPRESSION REPORT HOLDER: of the glazing. For interior glazed assemblies, the for the fixed glazed wall assembly. This °pony wall" must be available at all times on the jobsite during sprinklers must be located on both sides of the assembly. construction must be approved by the code official. The installation. SECTION: 211313-WET-PIPE SPRINKLER SYSTEMS TYCO FIRE PRODUCTS RESEARCH AND DEVELOPMENT The primary components of the fire -resistance -rated evaluation of ahemative methods other than the "pony 5.2 The design, with plans and details of the specific 1467 ELMWOOD AVENUE assembly are as described in Sections 3.2 and 3.3. wail" to maintain a minimum 2-inch (51 mm) clearance of Installation of the fizetl glazed assembly with special- - - CRA 711-11 RHODE ISLAND 02910 3.2 Model WSTO Window Sprinklers: combustibles from the face of the assembly is. outside the purpose sprinklers, must be submitted to the code www781-8220 scope ofthis report. official for approval. The design must be prepared by www.tvco-fire.com The Model spon window sprinklers described in this report The maximum distance between window sprinklers is a registered design professional where required by are quick -response sprinklers that are available in models 8 feet (2440 mm) on center and the minimum distance is the statutes of the jurisdiction in which the project is to EVALUATION SUBJECT: that activate a release water 155flow when they reach an 6. feet (1830 mm) on center, except where the sprinklers be constructed. amble.( The of either 155E or titre00*F ( size80C of are separated by a noncombustible vertical mullion located MODEL WS'M-6.6 K-FACTOR SPECIFIC APPLICATION '12 Inc The sprinklers have in orifice and thread size of 5,3 Where approved by the cede official, repor the Fixed glazed between sprinklers. In this case, the maximum distance WINDOW SPRINKLERS, HORIZONTAL SIDEWALL AND /z Inch ntati ram). The sprinklers are manufactured for assembly described le this report, comprised of REPORT HOLDER: maintained between the sprinkler and the mullion must not PENDENT VERTICAL SIDEWALL two number TY 388), The horizontal sidewall type (product specific construction sprinklers rwithem fixed glazing having exceed one-half of the distance required between number glazing of t as shown in Figure m is designed iz face specific constmcion requirements, is intended to 1.0 EVALUATION SCOPE the glazing of the fire border assembly m a horizontal sprinklers. y � provide an alternative to a two-hour fire-resistance- TYCO FIRE PRODUCTS RESEARCH.& DEVELOPMENT Compliance with the following code: orientation. The pendent vertical sidewall type (product The automatic water supply must have the capability to rated nonload-bearing interior fire barrier assembly number TY3488), as shown in Figure 2, Is designed to face supply water to the assembly for a time not less then the prescribed in IBC Section 707, a fire partition ■ 2015 CU 2012, 2009 and 2006 International Building the glazing of the fire barrier assembly in a vertical rating of the assembly. The maximum fire -resistance rating assembly prescribed in IBC Section 708 ore. exterior 1467 ELMWOOD AVENUE Code®()BC) orientation. recognized in this report is two hours. wall assembly prescribed in IBC Section 705. The CRANSTON, RHODE ISLAND 02910 - ■ 2013 Abu Dhabi International Building Code (ADIBC)t 3.3 Glazed Fire Barrier Assembly: 4.2 Hydraulic Requirements: registered design professional must providethe code 'rite ADl9C le b-don It. z0os lea Zoos lac code s tin referenced official with documentation outlining the basis of 1,thl-pit-tit-amesea0-1athe AD190. The glazing used in the fire barrier must be nominally The code official must be consulted to determine compliance with the criteria specified by the IBC fora Property evaluated: 4-inch-thick heat -strengthened or tempered glass the hydraulic requirements for each Installation. code modification in accordance with Section 104.10 EVALUATION SUBJECT: complying with ASTM C1048 or Federal Specification Hydraulic calculations must show a maximum pressure of or for an alternative method of construction In Alternative to a fire -resistance -rated wall assembly DD-G-1403B, installed as a single pane or dual pane. The 175 psi (1207 kPa) on the vertical sidewall sprinklers accordance with Section 104.11. 2.0 USES exposed glass component of the wall assembly must not and horizontal sidewall sprinklers separated by a 5.4 The assembly must not be used in locations that MODEL WS'"-5.6 K-FACTOR SPECIFIC APPLICATION WINDOW SPRINKLERS, The automatic exceed 13 feet. (4 in) in height. There is no exposed width noncombustible vertical mullion. Hydraulic calculations special-purpose sprinkler system re for the horizontal span, except where necessary must show a maximum pressure of 70 psi (483 kPa) for contain materials that represent deflagration or incorporating the Model WS^ sprinkler is used in to comply with the requirements of IBC Sections 2403 and horizontal sidewall sprinklers that are not separated by a detonation hazards. HORIZONTAL SIDEWALL AND PENDANT VERTICAL SIDEWALL conjunction with a fixed glazed wall assembly to provide an 2404 noncombustible vertical mullion between sprinklers. 5.5 Special-purpose fire s rinkler s stem alternative to a two-hour fire -resistance -rated nonload- Pp y piping must be All interfaces between the fixed lazed wall assembly Interior Protection-S nnkleretl Building: The designed, sized and Installed in accordance with bearing interior fire bonier assembly prescribed in IBC g y p g� NFPA 13. Sector 707, fire pa ion assembly prescribed in IBC and adjacent wail assemblies must include termination of compartmented area that has the most hydraulically Section 708 or exteror wall assembly pescdbed in IBC the glazing within a window frame as described in this demanding window sprinklers must be identified. The most 5.6 Use of the system is limited to wet -type special - Section 706. The Model WST sprinklers are recognized section. The glazing is held in place by a metallic frame demanding 46.5 linear feet (14.2 in) of Model WSTM purpose sprinkler systems and nonload-bearing wall as a Or, to achieve a fire -resistance rating on fixed with an elastomeric at allowing for thermally initiated Window Sprinklers is calculated based on 1-1.2 JA, where assemblies. I glazed wall assemblies in exterior Ore -resistance -rated contraction and expansion. Unframed vertical joints A is system area of opimtion, and when A equals walls only when the horizontal fire separation distance is between glazing panels are permitted provided that such 1,500 square feet (139.4 m ), in accordance with NFPA 13 5.7 Use of the special-purpose fire sprinkler system In ICCICCC 5 feet (1525 mm) orgreater. joints are sealed with silicone sealant. Intermediate Light(Ordinary Hazard density curves. exterior wall applications is limited to installations IC�� horizontal mullions are not permitted etl et part of the Oxetl where the fire separation distance is greater than 3.0 DESCRIPTION If an area reduction for quick -response sprinklers is 5 feet he fire ram) for the 2008 IBC, and greater feet glazed well assembly. The interface details and mounting being utilized, the linear length of the calculated window (3048 mm) for the 2015, 2012 and 20091BC. 3.1 General: method must be approved by the code official. e PMG LEM sprinklers may be reduced, to 36 linear feet (11 m) ar 5.8 The assembl of emitted to into The Model WST'" window sprinklers are used as part of a 4.0 INSTALLATION Y P radiate greater, based on L=1.2 �A, where A is a minimum of P g protected in Look for the trusted marks of Conformity! '�� wet -pie fire suppression system to provide a two-hour penetrations. enin s must be �P PD Ys P 4.1 Sprinkler Orientation: 900 square feet (83.8 Iriz). If a single fire can be expected accordance flit I le requirements of the IBC fire -resistance rating to an interior nonload-bearing fire to cause operation of the Model WSm window sprinklers Sant q 2014 Recipient of Prestigious Western States Seismic Policy Council barrier, fire partition or exterior wall assembly consisting of For the Model WS'R' horizontal sidewall sprinkler, the and sprinklers within the design area of a hydraulically for opening protection. (WSSPC) Award in Excellence- A Subsidiary of [0'0't EIL Fixed glazing as described in this report. When activated, deflector of the sprinkler must be placed from iz inch to calculated system, the water flow demand of the window 5.9 The fixed glazed assembly is not permitted to be used the sprinklers are designed to wet the entire surface of the 4 inches (12.7 to 102 min) away from the glass and 1 to sprinklers must be added to the water demand of the in lieu of firewalls. Where the assemblies are used as affected Side of the fixed glazed openings in the fire 3 inches (25 to 76.2 min) down from the top of the hydraulic calculations and must be balanced to the an alternative to fire barriers for exa-passageways, ICC-ES Evaluation Reports are not to be mnsax/ed as representing aesrhadcs or any offer attributes not bander and exterior wall assembly in order to achieve me noncombustible frame as shown In Figure 3. calculated area demand. If the window sprinklers are horizontal exits, or exit enclosures, the fire area specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a IX located in an area otherthen the hydraulicdesign area, the (Section 202 of the IBC) in which the assembly is recommendation for its use. There is no rvorranty by ICC Evaluation Service, LLC, express or implied, as . demand of the window sprinklers Is not required to be located shall be fully sprinklered In accordance with �.r�wr.,ro. rcc-treeM,ano„ueroa=v„orroee n.,..m,<ne:rcmiugaenLenuwauyaLermnibnreewaepwJimlly rvldreneA. ,rornreeuvro6ecnmMrcE added to the demand of the remote hydraulic design area; Section 903.3.1 of the IBC. The water supply to mryfindirtg or other matter in this report, or as to anyproduc[covered by the report ,® KK,.rRRM e:rM, maoreeremPJmenralw trio yarwe.rmnM„emmrw,f u: e,e. non b,m,.nr,anNay/<'caw.npnm,.swrw.tu;,.vrevarmplen o, ' v,,,ap,rdrARpaxe„emren, ran nor, o.P:m yA.Pn,,cr<ow."nayme.�or. .":W.. �� however, it is necessary to hydraulically prove that duration for sprinklers, where used, shall be not less Copyright o 2016 ICC Evaluation Service, U.C. All rights reserved, t-right®2011; ICC Evemetmn sentce, uc. An fish. re:ereed. Page 1 of 3 proper simultaneous operation of the Model WSry window than the fire resistance rating that would have been ESR-2397 I Most IMde/yAccepted and Trusted Page 3 of 4 required for a fire barrier. In addition, the registered maintaining clearance must be as set forth in this design professional shall provide the code official with evaluation report. documentation in accordance with Section 104.10 of 6.0 EVIDENCE SUBMITTED the IBC for a code modification or Section 104.11 of the IBC for an altemative method of construction that Data in accordance with the ICC-ES Acceptance Criteria addresses any anticipated impact on the functionality for Special-purpose Sprinklers Used with Fixed Glazed ofthe means of egress. Assemblies to Provide an Alternative to a Fire-resisfance- 5.10 The fixed glazed assembly must not have rated Wall Assembly (AC385), dated February 2015. intermediate horizontal mullions that interfere with the 7.0 IDENTIFICATION uniform distribution of water over the surface of the For field identification, all Tyco Model WSni window glazing. sprinklers are labeled with the manufacturer's name 5.11 All combustible materials must be kept a minimum (Tyco), the product name, and the evaluation report distance of 2 inches (51 mm) from the face of the number (ESR-2397). glass, such that the complete coverage of the glass by the sprinklers is not impeded. This is accomplished by a minimum 36-inch-high (914 mm) knee or "pony" wall at the base of the assembly. The means for FIGURE -HORIZONTAL SIDEWALL SPRINKLER FIGURE 2-PENDENT VERTICAL SIDEWALL SPRINKLER ESR-2397 I Most WdWyAccepted and Trusted Page 4 of 4 FIGURE3-WST" HORIZONTAL SIDEWALL FIGURE 4-WST" PENDENTVERTICAL SIDEWALL SPRINKLER INSTALLATION SPRINKLER INSTALLATION RESUB LAOUG 19 2016 BCr1VOFEOMOND9T HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC DAR REMaai 4/22/16 PERMIT SET ,!�,8/18/16 PERMIT REVISIONS PRaecr DIKb SB PRDECI MANAGER SB PRehtr mLNliFti SB PO -I 1EAr1 DT MEMEER CNECR mtxiaCi SE 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON L ]pLLC nnz ICC-ES EVALUATION REPORT PRoxcr Na 14001.00 APRIL22APRIL 201¢��a:k� PRotcr xEnolm Pnn��L-t�-• A p�LC ENFFr NUMBER g�CV & p G0.06ASET STREET PEDESTRIAN — ACCESSIBLE ROUTE TO RESIDENTIAL LOBBY w w z STREET PEDESTRIAN — Q ACCESSIBLE ROUTE TO RETAIL SPACE # 1 75 SECOND READ ACCESSIBLE EXIT FROM RETAIL SPACE # 1 FIRST FLOOR PLAN UNITTYPE COUNT % 1 BED 6 27.25% 1 BED (OPEN) 4 18.18% 2 BED 10 45.45% 3 BED 2 9.12% TOTAL 22 100.00% SECOND FLOOR PLAN SECOND AVENUE STREET PEDESTRIAN ACCESSIBLE ROUTE TO RETAIL SPACE # 2 SECOND READ ®ACCESSIBLE EXIlfFROM ® ® 0 ou a RETAIL SPACE # 2 ou a i 1 _ RETAIL SPACE # 2 u u11. 5,281 SF lollu lii „Gu a ACCESSIBLE oil iL _ FIESIDENflAL r ROUTETO °o '14OBBY TRASH ROOM BOB _ E � 'i i i ® 3 2 PHASE PHASE (SUBJECT OF THIS SUBMISSION) (UNDER CONSTRUCTION) I RETAIL SPACE # 1 p 3,789 SF I i i I � I I1 ® M 5 6 L— —�— - II DEB PHASE 2 TRASH ACCESSIBLE PARKING SPACE (NOT VAN) FOR RETAIL SPACES 1 & 2 Iu �1 i D i1, 1 E i r1 rr i i r� 1� 11 x 1r 11 i i �� 11 1 11 R717 11 112 Y13 114 115 1\t%,16 117 118 ILTJ9 1 0 121 ` 1' 2 123 124 r16P5 126 127 PHASE 2 PHASE 1 (SUBJECT OF THIS SUBMISSION) (UNDER CONSTRUCTION) ACCESSIBLE ROUTE FROM VAN PHASE 1 ACCESSIBLE VAN PARKING PARKING To RETAIL SPACES 1 & 2 SPACE USED FOR PHASE 2 REQUIRED VAN PARKING 0 8 16 32 THIRD FLOOR PLAN ALL OTHER UNITS TYPE'B' R w H J J w m 0 8 16 32 ECE1V ED 9 8 16 32 APR 2 5 2016 BUILDING HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscotti@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC DALE RENSIOY 4/22/16 PERMIT SET PROJECT DIRECTOR SB PROJECT MANAGER SB PROJECT AR-OT BB TEAM MEMBER DT —A". 48117REGISTERED ARCHI T SCOTT A. B R TATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATES, PLLC OTEE CODE SUMMARY ACCESSIBILTY DIAGRAMS RD14001.00 D. APRIL 22, 2016 GOT SET MAY D62016 BECK & ASSOCiAI ES, PLLC HALLER ARCHITECTS LLC EDMONDS POST OFFICE / MIXED USE BUILDING P H,AS E 2 201 MAIN STREET' EDMONDS, WASHINGTON'9802.0' WHOLE BUILDING UA CALCULATIONS SHEET INDEX: 110 2012 WASHINGTON STATE ENERGY CODE ENVELOPE UA C9LGULATIQNS 2.0 COMPONENT CALCULATION - COMMERCIAL ROOF ASSY 2.1 COMPONENT CALCULATION -RESIDENTIAL ROOF ASSY 3.0 COMPONENT CALCULATION -COMMERCIAL WALLASSY-A 3.1 COMPONENT CALCULATION -,-COMMERCIAL WALLASSY - B 3.2 COMPONENT CALCULATION-COMMERCIALWALLASSY -C 3.3 COMPONENT CALCULATION = RESIDENTIAL WALLASSY - A 3.4 COMPONENT CALCULATION --RESIDENTIAL WALLASSY- B 3.5 COMPONENT CALCULATION RESI DENTIAL WALL ASSY C 4.0 COMPONENT CALCULATION = COMMERCIAL FLOOR ASSY 4.1 COMPONENT CALCULATION -;RESIDENTIAL FLOOR ASSY 5.0 DOOR UVALLIETABLE 6.0 COMMERCIAL VERTICAL FEN ESTRATIONTABLE . 6.1 RESIDENTIAL VERTICAL FENESTRATION TABLE 7.0 WALL AREA TAKEOFF DATA SHEET 8.0 SUPPORTING DOCUMENTATION BUILDING COMPONENT PROPOSED UA TARGET UA RES/COMIU-FACTORI AREA I UA U'FACTORSOURCE IwAcronl AREA I UA DIFFERENCE FLOORS MASS FLOOR SHT4.0-FLOORASSY..COMMERCIAL; 0,032 9SS310 305.7 .COM 0,031 9553.0 296.1 9.6 MASS FLOOR SHT41- FLOOR ASSY-'RESIDENTIAL 0.032 367$:0 11716 RES, 0.031 3.675.0 113.9 3.7 0.0 00 0,0 0.0 qP0 1_0 SUBTOTAL 13228.0 423.3 SUBTOTAL 13228.0 4104 132 SLAB ON GRADE O.D 0.0 0.0 0.0 0.6 Q_0 SUBTOTAL 0.0 010 SUBTOTAL 0.0 0.0 0A DOORS SWING DOORS SHT ;5,0-ENTRY DOORS 0,370 4710 174.3 RES 0.370 471.0 174.3 0.0 0.0 0.0 0.0 SUBTOTAL 471.0 1743 SUBTOTAL 471.0 174.3 0.0 VERTICAL FENESTRATION METALFIXED SHT'6.0(1) -FIXED STOREFRONT 0.370 1157.0 428.1 COM 0.380 1157.0 439.7 -11.6 METALOPERATING SHT 6.0(4) -ROLL UP GLASS DOORS: 0.800 277.0 221:6 COM 0.400 277:0 110.8 110.8 METALENTRANCE SHT 6.0(2) -STOREFRONT DOOR 0.580 267;0 154.9 COM 0.600 267.0 1602 -S.3 METALENTRANCE SHT 6.0(3) -METAL INS. FULLUGHT 0.800 9TO 77.6 COM 0.600 97.0 58.2 19A NONMETAL SHT 6.1(1) - AA -AL VINYL OPERATING` 0.190: :1320.0 250.9 RES 0.300 1320.0 396.0 -145.2 NON METAL SHT 6.1(2) - AM (VINYL PICTURE 0.180 42.0 76 RES 0.300 42.0 12.6 -5.0 NON METAL SHT 6.1(3).7 WOOD.FRENCH DOORS 0.230 '1232:0 289.4 RES 0.300 1232.0 369.6 -86.2 -0.0 0.0 0.0 SUBTOTAL 4392.0 1423.9 SUBTOTAL 4392.0 2547.1 -123.2 SKYLIGHTS QQ 0.0 0.0 OD_0 0.0 0EE00 SUBTOTAL 0.0 0.0 SUBTOTAL 0.0 0.0 0.0 AREA UA AREA UA TOTAL 47711.0 3385-1 47711.0 3543.8 -158.7 COMPLIANCE (L ROPOSED BUILDING COMP 2012 WASHINGTON STATE ENERGY CODE ENVELOPE UA CALCULATIONS PROJECTNAME: EDMONDS POST OFFICE, PHASE 2 PROJECT DESCRIPTION: MULTI STORY MIXED OCCUPANCY RETAIL/ MULTI FAMILY.,RESIDENTIAL, BUILDING, EXTENSION OF EXISTING PHASE 1 ALREADYCOMPLETED CLIMATE ZONE: 4C GROSSWALLAREA 16933.0 VERTICAL GLAZING AREA 4392:0 SWEET:. 1:0 PAGE. DATE- 1,29.16 PREPARED BY DAVEBALLARD GLAZING % 25;90AY° (AS A PERCENTAGE OF ABOVE GRADE..:WALLAREAj NOTES: 1.:TARGET UA FACTOR VALUES SHALL BE TAKEN FROM 2012 WSEC TABLE C402 1.2, USE!VALUES FROM "ALLOTOkil OR GROUP R,. COLUMNS AS APPROPRIATE FOR CONSTRUCTION TYPE 2. FOR PROPOSED UAU-FACTOR SOURCE, REFER TO SUPPORTING DOCUMENTATION ENCLO5ED,WITH THIS CALCULATION; 3 ANYCODE SECTIONS OR TARLES RFFFRFNCFD INTHIS DOCUMENTARE FROM "2012WSEC UNLESS NOTED OTHERWISE BUILDING COMPONENT PROPOSED UA TARGET UA U FACTOR SOURCE JU-FACTORI AREA. I UA RESACIN1 U-FACTOR I AREA 1 11 DIFFERENCE ROOFS ROOF DECK SHT 3.0 -: ROOF ASSY COMMERCIAL 0,031 1212.0 37.6 COM 0.034 1212.6 41.2 -3.6 ROOF DECK SHT 3:1- ROOF ASSY RESIDENTIAL 0.021 11475.0 241.0 RES 0.031 11475.0 355.7 -114.8 ... Q_Q 0_0 Q_Q SUBTOTAL 12687.0 278.5 SUBTOTAL 12687:0 396.9 -118A WALLS (ABOVE GRADEj' METAL FRAME SHT 3.0 -:WALL ASSY'COM-A 0.073 949.0 69.3 COM 0.055 949.0 52.2 17A METALFRAME SHT 3.2 - WALLA55Y COM-C 0.055 2411.E 132.6 COM 0.055' 2411.0 132.6 0.0 MASS WALL SHT 3.1- WALL ASSY COM-9 0.109 1509.4 164.5 COM, 0.104 1509.0 156.9 7.S WOOD WALL SHT 3.3 - WALL ASSY RES-A: 0.056 9860.0 552.2 RES: 0.054 9860.0' 532.4 19.7. MASS WALL SHT3.4 - WALLASSY RES-R 0.109 429.E 100.3 RES 0.078 429.0 72.5 27.9 WOOD WALL. SHT 15 - WALLASSY RES-C' 0.052 12754 66.3 RES' 0.054 1275.0 68.9 -2.6 SUBTOTAL '16933.0 1085.2 SUBTOTAL 16933.0. 1015.5 693 WALLS IBELOW GRADE). 0.0 ©:0 0.0 2-A 0.0 0.0 SUBTOTAL 0.0 0.0 SUBTOTAL .0.0 0.0 0.0 ROOF ASSEMBLY ABOVE COMMERCIAL AREA SHEET: 210 (AREA W/O CONDITIONED" RESIDENTIAL ABOVE) DESCRIPTION ASHRAE THERMAL PROPERTIES MASS FLOOR/CLG ASS? MOVING AIR (EXTERIOR) R=0.17 017 8" CONCRETE R=0.50 0.50 R30RIGIDFOAM R=30 30.00 AIR GAP R=0.41 0.91 5/8 GWB R=0.56` 0.56 STILLAIR(HORIZ/UP), R=0.61 0.61 CALCULATED R VALUE U•VACUE; See FLOOR TYPE'46' FOR ADDITIONAL. INFORMATION FLOOR FINISH PEFR SCHEDULE' 4 ONOR R SLAB- THI[;NIVfil3sPER. ,�5, ,�,�,£. sTRucrufaA JVf'."'� ", .3D RIGID I NSULATION TIC 30A "METPA. FURRING wauTyPR wDwe RA M MODIFIERS: FpE 1HD11RSW1.0.-tEE PthNS A`. ADDPJf.`p IN911li.TFON FEiE 13C2�1P•TABLE 721.113 RE0.11.1.1 B RI? R-'Rtei f4RIapQIFYAI - F., UN DA7f1fFOR M10DIFV AY '" - D'. 50 P.T. CONCRETE SLAB 32.7'S: Ob31 REFERENCE ARCHITECTURAL ORAWVING51 SHEETA5.06 RECEIVED APR 2 5 2016 BUILDING 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscoltl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provide building- enclosure,document that in my professional judgment are appropriate- to satisfy the requirements of-RCW 64.55.005 through M I YIP �P Se` 1N'A OVA PAIF RFNsoN 4/22/16 PERMIT SET SB PSBT YINYER PRM. MM 1 SB PRPLCT 1fIY YfYMER DT MEM IRMRti SF 8117 ARCHIT R TO SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: BECK 8 ASSOCIATES, PLLC ENERGY CODE CALCULATIONS PRPECF Na 14001.00 APRIL 22, 2016 PRYtt1 NEIRMM PIm GO.08 SET Ktt_tIyIc-I_) MAY 062016 HALLER ARCHITECTS LLC ROOF ASSEMBLY ABOVE RESIDENTIAL AREA DESCRIPTION ASH RAE THERMAL PROPERTIES JOISTS '&RIMS INSULATED CAVITY` MOVING AIR R=0.17 0.17' OA7 COVER BOARD R=0.56 0.56i i 0.56 TAPERED RIGID(4-1/2" AVG) R=6.2 PER INCH 27.90127.90 518" PLYWOOD R=0.77 0.77 0.77 HF-RAFTER (2X8) R=1.25 PER INCH 9.06 3" RIGID INSULATION R=18.2 18 20 AIR GAP R=0.91 0.91 5/8" GWB R=1056 0.56 0,56 5/8" GWB R=9.56 0.56 U..6 STILLAIR(HORIZ/UP) R=0.61 0.61' i 0:61 k-ALI-ULA FCU K VALUC gUa`J 3V.Z4 U VALUE; 0.025. 0.620 STUD/PLATES/HEADERS PERCENTAGE OFWALLAREA '15, INSULATED CAVITY PERCENTAGE OF WALL AREA 85; Uav W. Ustud4x0.15 (Llovityx 0.85) Uav=;' 0.021 REF ERENCE'ARCH ITECTURAL DRAWINGS SH EET A506 COMMERCIAL WALL ASSY; COM-B B" CONCRETE WALL UV/ R10 R(GID'$i.WOOD FRAMING WSEC TABLE A103.3.7.1(2) DEFAULT U-VALUE = 0A16 (R=1/ 11fi 862). SHEET: 2.1 ROOFING 7 DECK MEMBRANE OOVER BOARD TAPERED lNSLA.ATION 6 MIL VAPOR'BARRNiR SPRAY FOAM INSULATION ,V4' X.7.114'. LVL O 29° O.C: { � LOOP TYPE '52' L ) (WIADDITIONAL PROJECT SPECIFIC INFORMATION) DESCRIPTION ASHRAE THERMAL MASS WALL'ASSY PROPERTIES CONC., FOAM, FRAMING 11=8.62 8.62 5/8" GWB SHEATHING R=0.55 0.56 CALCULA 1 tU .K VALIAt a �6 d WOOD FRAMING Q 1B' 01.'. d CONCRETE REVEAL PER ELEVATIONS .2" RIGID (R-13) PIx:Y100INSULAATION C.ONGRETEWALL (1) LAYER 1121 TYPE W GWB- ¢ SEE PARTMON TYPE W FOR; ADDITIONAL INFORMATION. lAE ES-SEESTRLICI,.. WALL 7.1tS SHEET: 3.1 REFERENCE ARCHITECTURAL DRAWINGS SHEET:A5.01 COMMERCIAL WALL ASSY: COM-A DESCRIPTION ASHRAETHERMAL. PROPERTIES WALL ASSY MOVING AIR (EXTERIOR) R=0.17 0.17 1J2" PLYWOOD SHEATHING R=0.62: 0.62 6" METAL STUD .W/R22 (TABLE A103.3.6 2) R=7A 7.4D 1/2" RIGID FOAM R=3.0 4.30 5/8 GWB R=0.56' 0.56 STILL AI R (V ERT) R=0.68: 0.68 CALCULATED R,VALUE 13.73 U VALUE 0.073 a, NOTE: TOP AND BOTTOM.TRACKTO BE. CAULKED TO CONCRETE SLAB,' EXTENO WAILCONSTRUCTION,TO:: CONCRETE SLAB U.N.O., 12 PARTITION TYPE'13' (WfADDITIONAL PROJECT SPECIFIC: INFORMATION):: COMMERCIAL WALL ASSY COM-C SHEET: 3.0 RE F ERENCE;ARCHITECTURAL DRAWINGS SHEET A5:01' DESCRIPTION ASH RAE THERMAL PROPERTIES MASS FLOOR/CLG`ASSY MOVING AIR (EXTERIOR) R=0.17 0.17 BRICK4" R=0.12 JIN D.48 AIR SPACE R=0.91. 0.91 1.5" RIGID INSULATION' R=75 7450 1/2" PLYWOOD SHEATHING R 0A.. '0.62 611 METAL STUD W/ R22 (TABLE A103 3.6:2) R 7:4. 7;40 5J8 GWB R=0.56 ` 0.56 STILLAIR (VERT) R=0.68: 0.68 CALCULATED R VALUE 16.61 U VALUE 777 0055 SHEETS 31 REFS REN CEARCH IT ECTURA L;DRAWINGS SHEETA505 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure documents that in my- professional judgment -are appropriate, to satisfy the requirements of RCW 64,55.005 through. 64. 55. 096-. Ncr uu c Nk J �.p "soN 4/22/16 PERMIT SET w CT IMMM SB PR0.ECi uYiKER PRSwcB �RCNmci PPoS.FB DT 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWFD AUG 2fi2016 Reviewed By: BECK & ASSOCIATES, PLLC ENERGY CODE CALCULATIONS PB" ' N0. 14001.00 B APRIL 22, 2016 P-1 NEnXWN W.m RECEIVED -T M NBm APR 2 5 2016 ^ O BUILDING V SET MAY 052016 BECK & ASSOCIATES, PLLC HALLER ARCHITECTS LLC RESIDENTIAL WALL ASSY:RE:SeA DESCRIPTION ASHRAE THERMAL PROPERTIES STUDS&PLATES;;]6..88 HEADERS NSULATEE CAVITY STILLAIR(VERT) R=0.68 0.68 0,68 5/8" GWB R=0.56 0.56 0.56 FIBERGLASS BATTS R=21 21.00 H'F-STUD (M) R=1,25 PER INCH' HF-STUD (1 1/2"x2)(HEADER) R=1,25 PER INCH 3.75 2" RIGID INSULATION(HEADER) R=10 10.00 1/2" PLYWOOD (HEADER) R=0.62 0.62 5/8" GWB SHEATHING R=0.56 0.56 0.56 0.56 5116"CEMENT BOARD R=0;25 PER INCH 0.08 0108 0.48 MOVING AIR R=0.17 0.17 0.17 0.17 CALCU LATED R VALUE 8. yS U VALUE 0112 FRAMING METHOD PER WSEC A1032 INTERMEDIATE STUD/PLATES/HEADERS PERCENTAGEOF WALLAREA 18 % HEADERS PERCENTAGE OF WALL ARE&; 4 % INSULATED CAVITY PERCENTAGE OF WALL AREA 78:% Uav'=(Ustud;xO.28)+(Uheaderx,04)+(U.cavityxO,78) Uav 0.0576 RESIDENTIAL WALL ASSY: RES-C 16.4YZS.US 0.061 0.043 DESCRIPTION ASH RAE THERMAL PROPERTIES STUDS & PLATES HEADERS NSULATE CAVITY STILLAIR R=0,68 068: 0.68 M68 5/8" GWB R=0.56: 0.56 0.56 0.56 FIBERGLASS BATTS R=21 21.00 HF-STUD Q?(6) R 125 PER INCH 6.88 HF-STUD (11/2"x2)(HEADER) 9=1.25 PER,INCH, 3.75 2" RIGID INSULATION(HEADER) R=10 10.00 112" PLYWOOD (HEADER) R=0.62 0,62 1/2"GW8SHEATHING 11=0.56 056 0.56 0.56 AIR GAP R=0,91 0.91 0,91 0191 BRICK4" R=0.12 PER INCH 0.48 0.48 0.49 MOVING AIR R=0.17 0.17 0.17 0.17 LALCULAIELI K VALUt. 1U.L4 U VALUE 01098 FRAMING METHOD PER WSEC'A103.2_ INTERMEDIATE STUD/PLATES/HEADERS PERCENTAGE OF WALL AREA 18 HEADERS PERCENTAG E OF WALL AREA 4 % INSULATED CAVITY PERCENTAGE Of WALL AREA 78 % Uay.= Ustud;x 0.18)+;(Ulreader)(.04)_.+ (Ucav4.* 0.78) UAV= 0.052 ll.J� lst:30 0.056 0.041 SHEET: 3.3 SHEET: 3.5 RESIDENTIAL WALL ASSY: RES-B 8" CONCRETE WALL W/ R10 RIGID & WOOD FRAMING WSEC TABLE A103.3.7.1(2) DEFAGLT U-VALUE = 0.116 (R=1/.116= 8.62) DESCRIPTION ASHRAE THERMAL PROPERTIES MASS WALL ASSY 5/16" HARDI SIDING R=.25 PER INCH 008 CONC., FOAM, FRAMING' R=8.62 8.62 5/8"GWB SHEATHING R=0.56 0,56 CALCULAI EU H VALUE 1126 UVALUE O108 ,81 1900O.FRAM{NG :1s-O.C.;.. a - "a.-+ CONCRETE"REVEAL PER'ELEVATIOS` 5. 2• RIGID4-19) POLYISG INSULATION: CONGREETE WALL (1) 4"ER11.2" TYPE'x' GWa °r SEE PART, MON TYPE '6'FOR ADDITIONAL INFORMATION:'-. VARIES-SEESTRUCL S'MIN RATING: - MGOIFIERS. FIRE 11.2&3 HOUR (SEE PLANS) FIRE I IRC 2012-TABLE 721,1(2 "Aj 1 %1 9CONCRI TEWALLWIWOODSTUD FURRING, SHEET: 3.4 REFERENCE ARCHITECTURAL DRAWINGS SHEET'A5.01' COMMERCIAL FLOOR ASSEMBLY ABOVE UNCONDITIONED' PARKING GARAG SHEET: 4.0 DESCRIPTION ASHRAE THERMAL PROPERTIES MASS FLOOR/CLGASSY STILLAIR(HORl2/DOWN) R=0.92 G:92 8" CONCRETE R=0.50 p S0 R30RIGIDFOAM R=30 XOD MOVING AIR R=0.17 017 CALCULATED R VALUE 3159 U VALUE 0 032 SEE FLOOR TYPE'W FOR ADDITfONAL INFORMATION' - - FLOOR'FINL13H PER.SC14EDULE. CONCRETE SLAB- THICKNESS PER. STRUCTURAL. R30 RIGID INSULATION FTR@ 1HDlIR (UN.O.-BEEPLA"91 A AOD4*TOPPING SLAB 04TRUCTUR4 FOAM: FlRE IOC 20t2-TABLE 721.t3 ffEIA 1-1.1 3 ACOPOG'YPSHEATNDIG FbV R-34.483 C U4VAj 0.D29 10 47 (a.T. CONCRETE SLAB W1 HEATED SPACE ABOVE REFERENCE ARCHITECTURAL DRAWINGS; SHEETA5;06 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure documents that in Bny professionals judgment are appropriate tosatisfy therequirements of RCW 64.55.005-fhradgh NNrz RFN90N 4/22/16 PERMIT SET PRwEcf offc- SB SB SB P-T - NENBER DT aRwirtc, 8117 REGISTERED ARCHIT T SCOTT A. 8 R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATES, PLLC ENERGY CODE CALCULATIONS �14001.00 "> APRIL 22, 2016 PR T NErAWIX P- iRECEIVEED APR 2 5 2016 .al RNNB R BUILDING GOR SET MAY 062016 BECK & ASSOCIATES, PLLC HALLER ARCHITECTS LLC RESIDENTIAL FLOOR ASSEMBLY ABOVE UNCONDITIONED PARKING GARAGE SHEET: 4.1 COWER UNCONDITIONED SPACE}' DESCRIPTION ASHRAE THERMAL PROPERTIES MASS FLOOR/CLG ASSY' STILLAIR(HORIZ/DOWN) R=0.92 0.92 8" CONCRETE R=0.50 0,50 R30 RIGID FOAM R=30 30,0.0 MOVING AIR R=0.17 0.17 L LLVLHI.CU R.VHLLIC j1 jy 0 VALUE 0.032 SEE FLOOR Tl'PE'4$' FOR ADDITIONAL. INFORMATION FLOOR FINISH PER MiEDULE REFERENCE ARCHITECTURAL DRAWINGS SHEET'A5',06 114(1P.T. CONCRETE SLAB W1 HEATED SPACE ABOVE COIMMERCIAL GLAZING ASSEMBLIES sHEET: so TYPE I QTY. I SIZE I SF EA I TOTAL DESCRIPTION GLAZING NFRC LISTING NFRC NFRC AREA UVALUE' SHGC C:-nil .1 CIYCR: lTROIVIIIT SA 1 80"434" 37.61 37.6 451TTRIFAB KAWNEER FIXED LOW-E.035/CLR./ARG 90780.02-1;16-45,#12 0.37 0.34 SIR 1 80"X101" 56.1' 56.1451TTRIFAB:KAWNEERFIXED LOW-E.035/CLR/ARG 90780.02-116-45,#12 0.37 0.34 SC 1 136"x113" 106.7 1063 451TTRIFAS KAWNEER FIXED LOW-E .035/CLR/ARG 90780.02-116-45, #12 0.37 0.34 SD 1 80"x135" 50 50 451TTRIFAB KAWNEER FIXED LOW-E .035/CLR/ARG 90780.02-116-45, #12 0.37 0.34 SE 1 80"x113" 62.8 62.8 451TTRIFAB.KAWNEER.FIXED LOW-E-.035/CLR/ARG 90780.02-116-45,#12 0.37 0.34 SF 1 92"x113" 72.2 72.2 451TTRIFAB KAWNEER FIXED LOW-E 1035/CLR:/ARG 90790.02-1.16-45 #12 0.37 0.34 SG 1 41"x135" 10.3 10,3451TTRIFAB KAWNEER FIXED LOW-E.035/CLR/ARG 90780.02-116-45,#12 0,37 034 SHi N135" 75 75 451TTRIFAB KAW'NEER'TIXEDI LOW-E'.035/CLR/ARG 90780.02-116-45 '#12 0.37 0.34 51 x135" 10.3 10.3451TTRIFABKAWNEERFIXED LOW-E.035/CLR/ARG 90780.02-116-45,#12 0.37 0.34 Sj x113" 722 72.2451TTRIFABKAWNEER"F.iXED LOW-E.035/CLR/ARG 90780.02-116-4%#12 0.37 0.34 SK x113" 75.4 150.8 451TTRIFAS KAWNEER FIXED LGIW-E .035/CLR/ARG 90780.02-116-45, #12 0.37 0,34 SL x113" 34.6 34.6 451TTRIFAB KAWNEER FIXED LOW-E .035/CLR/ARG 90780,02-116-45, #12 0.37 0.34 SM "x111" 172"x9V' 53.6 53.6 451TTRIFAB KAWNEER FIXED LOW-E .035/CLR/ARG 90780.02-116-45,#12 0.37 0.34 SN N22" 20.9 20.8 451TTRIFAB KAWNEER FIXED LOW-E.035/CLR/ARG 90780.02-116-45,#12 0.37 0.34 SO 113" 66.1 66.1 451TTRIFAB KAWNEER FIXED LOW-E".035/CLR/ARG 90780.02- 116-45 #12 0.37 0.34 SP 95" 47.5 95 451TTRIFAB KAWNEER FIXED LOW-E;035/CLR/ARG 90780:02-116-45,#12 .0.37 0.34 SQ "x112" 49.3 49.3 45ITTRIFAB KAWNEER FIXED LOW-E.035/CLR/ARG 90780.02-116-4S, #12 0.37 0.34"x112" 70:9 70.9451TTRIFABKAWN€ERFIXIEp LOW-E.035/CLR/ARG 90780.02-116-45,#12 0.37 0.34 SS "x80 62 3 62.3 451TTRIFAB KAWNEER FIXED LOW-E .035/CLR/ARG 90780.02-116=45, #12 1 037 . 0.34 I 1 1 SA 1 27.7 273 KAWNEER INSUCLAD 260 SEE NOTE 1. BELOW SEE NOTE 2. BELOW 0.58 0,22 SD 1 27:7 27.7 KAWNEER INSUCLAD 260 SEE NOTE 1. BELOW SEE NOTE 2. BELOW 0.58 0.22 SG 1 28.2 29.2 KAWNEER INSUCLAD"160 SEE NOTE 1. BELOW SEE NOTE 2. BELOW Oi58 0.22 SH 1 561 56.1 KAWNEER` INSUCLAD 260 SEE NOTE 1. BELOW SEE NOTE 2. BELOW 0.59 0.22 SI 1 28i2 282 _ KAWNEERIN5,UCLAD 260 SEE NOTE 1. BELOW SEE NOTE 2 BELOW 0.59 0.22 SM 1 31.7 1 31.7 KAWNEER INSUCLAD 260 SEE NOTE 1; BELOW _ _SEE NOTE 2 BELOW 0.58 0.22 SQ 1 44.9 1 44.9 KAWNEER INSUCLAD 260 SEE,NOTE :1. BELOW I SEE NOTE 2. BELOW 1 0:58 T 0.22 RESIDENTIAL DOORS 01A 22 36"x80"' 21:4 470,8 HM INSULATED DOORW/ HM'FRAME 1.37 DEFAULT (TABLE.A1071(1) UBTOTAL 470,8 SHEET 5,0' TYPE CITY. SIZE SF EA TOTAL DESCRIPTION GLAZING NFRC;LISTING NFRC NFRC AREA U VALUE _ SHGC SR 1 22.7 22.7 KAWNEER INSUCLAD 260 ISEE NOTE 1. BELOW SEE NOTE 2.BELOW 0.58' 0.22 SUBTOTAL 257 21 IMVILX.. 1.::ULAZING:SHALL BE PPG (OR EQUAL) W/PAIN U=014;SH,GC0.27-(1/4"SOLARBAN60J!ARG4N[1/41/CLR); 2. ASSEMBLY U FACTOR FROM MFR. THERMALTABLES. 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottt@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLO building: enclosure document: that. in my professional judgment pre appropriate to. satisfy the requirements of RCW- 64,55.0 O5: through MR RfN9"1 4/22/16 PERMIT SET PRaxcr DKr SPRocBcr "..-. PRSo eccr nnwirecr SB PRD.ccr real wm.E aDa IAdI1EC19: 8117 REGISTERED ARCHI T SCOTT A. B R STATE OF WA. .TON REVIEWED AUS 116 2016 Reviewed By: BECK & ASSOCIATES, PLLC ENERGY CODE CALCULATIONS PR0.rtr N0. 14001.00 D"re APRIL 22, 2016 PRulcr KKR PP" RECEIVED APR 25 2016 BUILDING .nT MII . GO.1-111 +- SET MAY 062016 HALLER ARCHITECTS LLC RESIDENTIAL GLAZING ASSEMBLIES SWEET: 6.1 WINDOW QTY. I SIZE 5F EACH TOTAL, DESCRIPTION GLAZING NFRC I NFRC TYPE AREA I I UVALUE SHGC r 1111 VIKIVI:nPF'RATING AA 27 60'"x54° 22.5 607.5 VINYLSLIDER INSULATED LOW-E 0.19 0.24 AS 7 60"00" 29.2 2D4.4 VINYL SLIDER INSULATED LOW-E 0.19 0.24 AC 11 30"x54" 11.25 123.75 VINYL DOUBLE HUNG INSULATED LOW-E 0.19 0.24 AD 2 28"'x54" 10.5 211 VINYL DOUBLE HUNG INSULATED LOW-E 0.19 0.24 AE 2 24'N54" 9 181 VINYL DOUBLE HUNG INSULATED LOW-E 0,19 0.24 AF 3 44N56" 17A 5:1.31 VINYL PICTURE INSULATED LOW-E 0,19 0.24 AG 232"x54" 1 12 24, VINYL CASEMENT INSULATED LOW-E 0.19 0.24 AH 2 32"00" 15.6 31.2 VINYL CASEMENT INSULATED LOW-E 0.19 0.24 Al z 321"x561" 12.4 24.8 VINYL CASEMENT INSULATED LOW-E 0.19 0.24 AJ 2 32R"x71" 15.8 31.6 VINYL CASEMENT INSULATED LOW-E 0.19 0.24 AK 4 35"664" 13.1. 52.4 VINYL DOUBLE HUNG INSULATED LOW-E DE 0.24 AL 6 60"x52." 21.7 130.2 VINYL SLIDER INSULATED LOW-E 0,191 0.24 I ISUB M I ALI 162U.151 6.1(2) - VINYL PICTURE AM I 2 88"x-arc 1 21.742.4 VINYL PICTURE INSULATED LOW-E I 0.18 0.29 UBTOTAL 42.4 C 1 (:at - U/rlrlrl W / Wnnn rpamr:' 08 17 72"X80" 41.6 707.2 FRENCH DOOR WOOD W/ WOOD FRAME INSULATED LOW-E 0.231 0.17 08A 5 72"x96" 49.8 249 FRENCH DOOR WOOD ,W/WOOD FRAME INSULATED LOW-E 0.23 0.17 08B 1 72"x82" 42.6 426 FRENCH DOOR WOOD W/ WOOD FRAME INSULATED LOW-E 0.23 0.17 08C 172" 07" 50.4 50.4 FRENCH DOOR WOOD W/ WOOD FRAME INSULATED LOW-E 0.23 0.17 08D 4 36NS0" 21.4 85.6 FRENCH DOOR 'WOOD :W/ WOOD FRAME' INSULATED LOW-E 0.23 0.17 08E 2 84"x80" 48A 963 FRENCH DOOR WOOD W/ WOOD FRAME INSULATED LOW-E 0.23 0.17 I PUBTOTALI 1231.151 WALL DESCRIPTION 'WALL TYPE DRAWING SHEET SEGMENT LENGTH WALL HGT WALLAREA GROSS INGS1 NET WOOD FRAME W/ HARDI RES-A A2.022nd Floor Plan 19.3 9.1 175.1' WOOD FRAME W/HARDI RES-A A2.022nd Floor Plan 16.8 9.1 152. SUBTOTAL 5561.T, 1356.5 4245.2 WOOD FRAME W/ HARDI RES-A A2.03 3rd Floor Plan' 43.S 10.1 438.8' WOOD FRAME W/ HARDI RES-A A2.03 3rd Floor Plan 14.6 9.0 131.81 WOOD FRAME W/ HARDI RE5-A A2.03 3rd Floor Plan' 10.5 9.0 94.6' WOOD FRAME W/ HARDI RES-A A2.03 3rd Floor Plan 11.3 9.0 101.9' WOOD FRAME W/ HARDI RES-A A2.03 3rd Floor Plan 25.0 9.0 225.0'. WOOD FRAME W/ HARDI RES-A A2.03 3rd Floor Plan 361.2 9.0 32S0.71. WOOD FRAME W/ HARDI RES-A A2.03 3rd Floor Plan 100.91 9.0 968.111 WOOD FRAME W/ HARDI RES-A A2.03 3rd Floor Plan 46.0 10.3 473.6' WOOD FRAME W/ HARDI RES-A A2.03 3rd Floor Plan 33.9 10.3 350.2 WOOD FRAME W/ HARDI RES-A A2.03 3rd Floor Plan 44.5 9.0 400A WOOD FRAME W/ HARDI RES-A A2.03 3rd Floor Plan 14.2 9.0 127.4; WOOD FRAME W/ HARDI RES-A A2.03 3rd Floor Plan 30.9 9.0 278.4 SUBTOTAL1 6780.9', 1502.5 5278,4, WOOD FRAME W/ HARDI RE5-A A2.04 Roof Plan 11.3 4.8 53.8'. WOOD FRAME W/ HARDI RES-A A2,04 Roof Plan 811 3.5 283, WOOD FRAME W/ HARDI RES-A A2.04 Roof Plan 5.8 315 20.4' WOOD FRAME W/ HARDI RES-A A2.04 Roof Plan 161 4.8 77.1i WOOD FRAME W/ HARDI RES-A A2.04 Roof Flan 93.1 1.0 93.1 WOOD FRAME W/ HARDI RES-A A2.04 Roof Plan 1 73.4 1.0 73.4 WOOD FRAME W/ HARDI RES-A A2.04 Roof Plan 1 72.11 1.01 72.1' .SUBTOTAL 418342.3T 376.0 MASS WALL RE5-B A2.022nd Floor Plan 2.6 9.1 23.7. MASS WALL RES-B A2.02 2nd Floor Plan 2.1 9.1 19.2 MASS WALL RES-B IA2.02 2nd "Floor Plan 3.11 91 285 MASS WALL RES-6 IA2.022nd Floor Plan 1.71 911 15.1' WALL TAKE OFF DATA SWEET: 7.0 WALL DESCRIPTION WALL TYPE DRAWING SHEET SEGMENT I LENGTH WALL HGT I WALLAREA I GROSS 1OPENINGS1 NET WOOD FRAME W/ HARD] RES-A A2.022nd Floor Plan 40.4 9.1 366.4' WOOD FRAME W/ HARDI RES-A A2.02 2nd Floor Plan 16.9 9.1 153. WOOD FRAME W/ HARDI RES-A A2.022nd Floor Plan 13A 9.1 121.6 WOOD FRAME W/ HARDI RES-A A2,022nd Floor Plan 8.7 911 79.0' WOOD FRAME W/ HARDI RES-A A2,022nd Floor Plan 15.7 9.1 142.1 WOOD FRAME W/ HARDI RES-A A2.022nd Floor Plan 9.1 9.1 82.9. WOOD FRAME W/ HARDI RES-A JA2.022nd Floor Plan 22.3 9.1 202.1' WOOD FRAME W/ HARDI RES-A IA2.022nd Floor Plan 6.3 91 57.6 WOOD FRAME W/ HARDI RES-A A2.022nd Floor Plan 13.7 9.1 124.0 WOOD FRAME W/ HARDI RES-A A2.022nd Floor Plan 11.3 9.1 1022 WOOD FRAME W/ HARDI RES-A A2,022nd Floor Plan 18.4 9.1 166,8' WOOD FRAME W/ HARDI RES-A A2.022nd Floor Plan 14.4 9.1 130.91; WOOD FRAME W/ HARDI RES-A A2.022nd Floor Plan 14.2 9.1 1291 WOOD FRAME W/ HARDI RES-A A2.022nd Floor Plan 41.4 9:1 376:0 WOOD FRAMEW/ HARDI RES-A A2,022nd Floor Plan 9.1 9A 82.71 WOOD FRAME W/ HARDI RES-A A2.022nd Floor Plan 15.9 911 144.6 WOOD FRAME W/ HARDI RES-A A2.022nd Floor Plan- 13.2 9.1 119.6 WOOD FRAME W/ HARDI RES=A A2.02 2nd Floor Plan 25.5 9.1 231.1 WOOD FRAME W/ HARDI RES-A A2.022nd Floor Plan 22.3 9.1 202.7 WOOD FRAME W/ HARDI RES-A A2.022nd Floor Plan 44.7 '9.1 405.9 WOOD FRAME W/ HARDI RES-A JA2,022nd Floor Plan 46.4 9.1 421,0 WOOD FRAME W/ HARDI RES-A A2,022nd Floor Plan 37.5 911 340.& WOOD FRAME W/ HARDI RES-A A2.022nd Floor Plan 19.2 9.1 174.4 WOOD FRAME W/ HARDI RES-A A2.02 2nd Floor Plan 7,2 9.1 65.5 WOOD FRAME W/ HARDI RES-A A2.022nd Floor Plan 22.5 9.1 204.7 WOOD FRAME W/ HARDI RES-A A2.022nd Floor Plan 8.6 9.1 78.5, WOOD FRAME W/ HARDI RES A A2,022nd Floor Plan 42.7 9.1 388.1 WOOD FRAME W/ HARDI RES-A JA2.022nd Floor Plan 15.4 9.1 139.9' WALL DESCRIPTION WALL TYPE DRAWING SHEET SEGMENT LENGTH WALL HGT WALLAREA GROSS OPENINGS1 NET MASS WALL RES-B A2.02 2nd Floor Plan 0.4 9.1 3.9' MASS WALL RES-B A2.02 2nd Floor Plan 3.1 9.1 28:2' MASS WALL RES-B A2.022nd Floor Plan 2.0 9.1 18.3'' MASS WALL RES-B A2,02 2nd Floor Plan 0.4 9.1 3.9,' MASS WALL RES-B A2.022nd Floor Plan 1.0 9.1 9.2' MASS WALL RES-B A2.022nd Floor Plan 0.9 9.1 8.61 MASS WALL RES-B A2.022nd Floor Plan 3.3 9.1 29.9 MASS WALL RES=B A2.02 2nd Floor Plan 14.0 9.1 127,Oi MASS WALL RES-B A2.022nd Floor Plan 3.2 9.1 29.5i MASS WALL RES-8 A2.022nd FloorPlan1.7 9.1 15.1 MASS WALL RES-B A2.02 2nd Floor Plan 2.0 9.1 18.1 MASS WALL RES-B A2.02 2nd Floor Plan 2.0 9.1 18.1 MASS WALL RES-B A2.02 2nd Floor Plan 34.2 9.1 310.6 MASS WALL RES-8 A2.02 2nd Floor Plan 2.0 911 1811 MASS WALL RE5-8 A2.022nd Floor Plan 2.0 9.2 18:11 MASS WALL RES-6 A2.022nd Floor Plan 2.0 9.1 18.3 MASS WALL RES-8 A2.02 2nd Floor Plan 2.0 9.1 18.4! MASS WALL RES-B A2.022nd Floor Plan 3.3 9.7 2916 MASS WALL RES-B A2.022nd Floor Plan 3.2 9.1 28.7, MASS WALL RES-B A2,022nd Floor Plan 3.1 9.1 28.0, MASS WALL RES-B A2.022nd Floor Plan 27 9.11 24,11 MASS WALL RES-B JA2.022nd Floor Plan 3.3 9.11 29.7I MASS WALL I RES-B JA2.02 2nd Floor Plan 1 1.0 9.11 9.1! SUBTOTAL 1 925.11 0.0 539:1 FRAME W/ BRICK VENEER RES-C FRAME W/ BRICK VENEER RES-C FRAME W/ BRICK VENEER RE5-C 022nd 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure documents that in 'my professional judgment are appropriate to satisfy the requirements of. RCW 64..55.005 through 64.55.090. KEY NA➢ Ak• N�fpE r f0A OArt 4/22/16 PERMIT SET -In ME- PBi ANA«R SB N PSBi ARC "` Px"rcr ..... DT CHCCN MpNfti Sf 8117 REGISTERED ARCH IT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 202016 Reviewed By: BECK & ASSOCIATES, PLLC "mE ENERGY CODE CALCULATIONS AV6EC1 N0. 14001.00 D- APRIL 22, 2016 PRe.ECE NETWORK RAM RECEIVED APR 25 2016 BUILDING Ei-EER G O Z .1 SET RECHV`0 MAY 062016 HALLER ARCHITECTS LLC WALL DESCRIPTION WALL TYPE DRAWING SHEET SEGMENT LENGTH WALL HGT WALLAREA GROSS OPENINGS NET WOOD FRAME W/ BRICK VENEER RES-C A2.03 3rd Floor Plan 4.7 9.0 42.0' WOOD FRAME W/ BRICK VENEER RES-C A2.03 3rd Floor Plan 5.3 9.0 48.0' WOOD FRAME W/ BRICK VENEER RES-C A2.03 3rd Floor Plan 7.7 9.0 69.3'. WOOD FRAME Wf BRICK VENEER. RES-C JA2.03 3rd Floor Plan 10.21 9.0 91.4' WOOD FRAME W/ BRICK VENEER RES-C JA2.03 3rd Floor Plan 32.11 10.3 330.7' SUBTOTAL 581.41 42.3 539.1 BRICK VENEER IRES-C Roof Plan 1 7.71 4.8 Roof Plan 1 10.11 4.8 SUBTOTAL MTL FRAME W/ INS COM-A A2.011st Floor Plan, 2.2 13.5 29A MTL FRAME W/ INS COM-A A2.01 ist Floor 5.4 13.5 72.& MTL FRAME W/INS COM-A A2,01`1stFloor 'Plan 816 13,5 115,9, MTL FRAME W/ INS COM-A A2.011st Floor Plan 6.2 13.5 84.OL MTL FRAME WJ INS COM-A A2.011st Floor Plan S 7 13.5 76.9I MTL FRAME W/ INS COM-A A2.011st Floor Plan 22.7 9.5 214.3I MTL FRAME W! INS COM-A IA2.011st Floor Plan 1 38.61 9,51 364.8; MTL FRAME W/ INS COM-A 1A2.01 1st.Floor Plan 1 6.51 13.51 87.6. SUBTOTAL 1 1045.41 9611 948.8 MASS WALL- CONC WINS COM-B A2.011st Floor Plan 1.0 1-1.5 13.4 MASS WALL- CONC WINS COM-8 A2.011stFloor Plan 1.1 13.5 14:2 MASS WALL- CONC WINS COM-B A2.011st Floor Plan 2.0 13.5 26.7 MASS WALL- CONC WINS COM-B A2.011st Floor Plan 2.0 13,5 26.9', MASS WALL- CONC WINS COM-B A2.011st Fluor Plan 1.7 11.8 19.5'. MASS WALL- CONC W/ INS COM-B A2.011st Floor Plan 56.8 11.8 787.9' MASS WALL- CO NC W/ INS CO'M-8 A2.011st Floor Plan 31.8 11.8 375.3'. MASS WALL- CONC W1IN5 COM-B JA2.011st Floor Plan 38.6 4.0 154.4 MASS WALL- CONC W/ INS I COM-B IA2.011st Floor Plan 22.7 4.0 901 SUBTOTAL 1509.0: 0.0 1509A WALL DESCRIPTION WALL TYPE DRAINING SHEET SEGMENT I LENGTH WALL HGT I WALLAREA I GROSS 1OPENINGS1 NET MTL FRAME W/ BRICK VENEER COM-C A2.011st Floor Plan 51.1 13.8 703.1 MTL FRAME W/ BRICK VENEER COM-C A2.01ist Floor Plan 60.5 13.8 832:0', MTL FRAME W/ BRICK VENEER COM-C' A1011st Floor Plan 51.4 13.5 691.7 MTL FRAME W/ BRICK VENEER ICOM-C COM-C A2.01'1st Floor Plan 14.0 11.8 165A4 MTL FRAME W/ BRICK VENEER EOM-C` A2.011st Floor Plan 17:5 11.8 206$ MTL FRAME W/ BRICK VENEER COM-C A2.011st Floor Plan' 47.3 11.8 558.01. MTL FRAME W/ BRICK VENEER COM-C JA2.011st Floor Plan 11.0 11.8 130.4 MTLFRAME W/ BRICK VENEER 1A2.011st Floor Plan 11.3 13.8 155.8' MTL FRAME W/ BRICK VENEER COM-C_ A2.01 1st Floor Plan'. S0.7 13,5 682,2'; SUBTOTAL 4125.3I 1714.21 2411.1 GROSSWALLAREA OPENINGS NETWALL TOTAL RESIDENTIAL 15115.9 3052.2 12063.7 TOTALCOMMERCIAL 6679.7 1810.8 4868.9 TOTALCOMBINEO 22795.6 4863..0 16932.E ROOF FLOOR AREA TAKEOFFS GROSSAREA ROOFRESIDENTIAL A2.04'Roof Plan 11475.2 ROOFCOMMER.CIAL A2,011stFloor Plan 1212.0 FLOOR RESIDENTIAL A2,022nd Floor Plan 9SS3.0 FLOOR COMMERCIAL A2.011st Floor Plan 3675.0 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscoltiQgmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure documents that. in my professional judgment are appropriate to satisfy the requirements of RCW 64. 55,005 through 64.55..090. REx 4AP ce Nns Fph ,pw .q DAh REN9IX1 4/22/16 PERMIT SET PRascr DiREcrDR SE1 P-CT MANAGER SB P-m .-Cl SB P,EAR MEMEER DT cxEa A mrT s 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 26Z016 Reviewed By: BECK & ASSOCIATES, PLLC 'ENERGY CODE CALCULATIONS PR�R<1 ND. 14001.00 DAR APRIL 22, 2016 -CT NET-1 PAm RECEIVED APR 25 2016 G O ■ , SET BUILDING MAY 062016 BECK & ASSOCIATES, PLLC (79W%groc PPGGiassColdipinnor POV 1 off FEB EC e r, ay F'c $a ate � � a s g 60 INSULCLAD® ENTRANCES THERMAL PERFORMANCE MATRIX (NFRC SIZE) 560 INSULCLAD".DOOR - SINGLE LEAF Thermal Transmuttaneel (BTU/he a ft z -F) Glass WFactor a Overall W-Factor 0.48 0.46 0.72 0.77 0.44 0.76 0.42 0.75 0.40 0.74 0.38 0.74 0.36 0.73" 0.34 0.721 0.32 0.71 0.30 0.70 0.28 0 69 0.26 0.68: 0.24: 0.68 0.22 i 0.67 0.20 1 0.66. SHGC Matrix 2 Glass SHGC Overall SHGC: d 0.75 0.40 0.70 0138 0,65 0.35 0.60 0.33 055 0.31 0.50 0.28 0.45 0,26' 0.40 0.23' 0.35 0.21 ib 0.30 0.19 0.25 0.16 0.20 0.14 0.16 0.11 0.10 01,091 0.05 007' Visible Transmittance 2 Glass VT 3 Overall VT 0.75 0.36 0.70i 0.34 0.65 0.31 0.60 0.29 0.55 0.26 0.50 0.24 OAS 0.22 0.40 0.19 035 0.17 0.30 0.14 0.25 0:1Z 0.20 0.10 0.15: 0.67 0.10 0.05 0.05 0.02 W NOTE: For glass values that are not listed; linear interpolation Is permitted. 1. UI-Factors are determined in accordance Wth NFRC 1:00. m 2. SHGC and VT.values are determined In accordance with NFRC:200.' 3. Glass prop ertles are based on cenlar of glass values and: are obtained from your glass supplier. ° L OverallFactor; SHGC, and VT Matilclas are based on the standard NFRC specimen size of. I000mm wide by 2000mmhigh (39v9F8' x 78-3f4"}. - Ck rr �A� karinsefd:4m rI. KA V N EER . .. exn.wa:w5r+av . lfa7��fil`' GQ�7Pr5 ' Gtaas-Goat6 gs:. Pa'rt:l .`� f 41 aN`'t�� - �2�r�,;i• -i 4P Qp a4 C° GG? 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Cartifieatiom PPG Ite(5) to be Clads= to Cradle certlfletl (ltnlm(nl'Slver t.e`w81, y p 4ollougl? eraungart Design Cht:tdskry LLC (h1eDC I WWW m5de tom) Ills 'saimrban® Ga Solo roan+ + 60 glass I, a and renglc MSVD solar contmli0w a glass Though the coating k transparent (on ckar Pr StaPphll� l,UlSa-gaar glass); It tan also b Wd pnfrtl ,h or appb9 dl etttty on most PPG tinted gksse5 Ih an InsulAtl69 glaGs unit.. , SakatbfatYx��r SbksrBrenze®Ylntecl eWas delvets s_v,arm branvt appta ante � :Th I ndm k4 t er-GI r d t Anaddo NFRC 100 F'v p tal0 t;0rt sandal D641 gth PNL Wind -?a soi 'Plrrg a tal b a I p i pP fratigryp tlarrnn h¢gdl ValY maY.� N aghtl/d g aiatoni in lh D tlrlcq Proses .ShlS Bala _ �u b r p ... d hoilltl sltl tl . €t l to dflent' p ibaitY U 'm ( b FYy tar shave . 211ea rgu.0 Rag 4 Il. 5 aluatlmp appmPnWtad SignWaahl rpapa5:fL511 an Wino et5!':epaWbad eneH 5 m mal !r<tR ana WI. and Iaralbotwo sad. mmpaanae. 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'c6sz colors reps ted a app eimane. �Vlhde m d g dk'-,ph (( rtm eefy th 1 hday oi)fil put �b t41 I.mpy taV knY p g mhxg ih may hIn I.- innajudgm tand mPIrt yq estlon.t re is Fn F➢G Pargv VabOn Thg aDPi(oblllly d uhsggve t b p(anaNslt-: useruF thfsPtodl.ab I'a+ll 46 SVmP^Pmtrad lrtl!6 pw ni IS toPPYS {h44(rrg24!PterP ciih PPG,MPNa t"W+Kh {Yvr gVft ICe3n to thF raapts0iwliad aY: 09 HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC building enclosure: document: that in my professional judgment are appropriate, to satisfy the' requixements: of RC14 64..55.005-through. 4/22116 PERMIT SET -11 WECr11R SB 1-T YaN It SB PRarcr analrtcr SB PRarCI tEarl Y[YBER DT CRCCx -11ECr Y 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON RIMEWF..D AUG 262016 Reviewed By: BECK & ASSOCIATES, PL-C nnr ENERGY CODE CALCULATIONS marm Ya 14001.00 APRIL 22, 2016 PRartr NE- PAm RECEIVED APR 2 5 2016 BUILDING 91n1 MMBFA GOAL, r-SET ar. MAY 062016 BECK & ASSOCIATES, PLLC o—OHP OHP I I sacs = I I I /E CS - 43573r I a I E,N /E + 16 BELL STREET B'6"N C N N =42..25 Z 1*0 I K I1 Es •11121/ r I 60 WIDE PUBLIC RIGHT OF WAY I I I SOLE rOP + M� I A B"Frill . 4JR3 I I 1 — NOr ACCE551BLE� I ----------------- 1_ 1------------� OHP OHP— sae roP -leas NB: IT' N • .15 rc r8:J1. 1 IfN: B" [ - 37.91 "W - J1.91 I I a�w j �E j m T O j Q Q I � � I I � ars roe = JAIJ I K 6' s - M." JS.AS sate ran - ner N J•s=JAv k6"E-39.9r I Eff RW-J9 KJ"N-JA19 trn S 60' 9'05" Asn'-' LLB ILP . MJ9 x-uen (12 ') ( � 7 0 r 3�aa _nil B" WWf CON 9FaVNlNG •I O LRO➢ , r aB6w II r sWiFACE � H, ��-i y x 04 -- PPRc o01 o r0 --- — 3 0 ooA��A rn riENxfhO ixL gNNc Bocx �. ——---- —J — 11Eawava9 a W ow uNN slNEn zol rrmsvea rcaB . 41.n (120 ) i -- 0 12 ._. � sIEQ HRNE I �r roArsErE PipNE - uNLsraPEL sou soWN ra• - ,mo — IE6"N-JAW T a SSNH ILP - J669 K11"N=JB1B SLOB IaP 39.J9 rT"£AW- A29 rt lT"s = W OP • JA -:Jan rt 14 JAeJJaeJ LORCNfiE $IOEW/1x _------------------- sDMlt rOP - J&J6 K8"[=JAW K.'w- /E9"W-J160 K 1T"W . JA3/ 3 I I I I SX8 TOP =A44r� l Y lPW/ 4A01 �r SUB \ \N 3°0.8 h� 316.0 r0P = 4A61 11.66 \ � (120') � 0 6 o I o � I I amiaEr axsALF I I I � � �} ° 5 0 } I r "^ 4 .. �, Iwo o PVo ovp 6 PNO 2 I hh (SPOS o �, Q�P .. — .. — c�0o 0� 1 OF (120') oI Ih� Imo^ o I 3 0l I srcs mn . 4&9J 1 19.9 7' I (120') I I ® 2 0 I wmr swACE d' O N 0$� (120') �CD 1 roP ..sL4 �sae K6'NE+1A81' (120') L 6ACWl`W PeE1E o sots LP - SCCe = 4A90 4210 01 MAIN STREET (GEORGE STREET) i I I I I I I I I I I I L------- SD r--------- I I I I I I I L-------- s�AS$ I I I I I I I I I I HALLER ARCHITECTS LLC BASIS of BEARING: MONUMENTED CENTERLINE OF THIRD AVENUE NORTH AS SHOWN BEING SOUTH 25' 56' 00 WEST. 12216 Corliss Avenue North Seattle, WA 98133 METHOD OF SURVEY: TEL 206.235.0935 DIRECT OBSERVATION - FIELD RUN TRAVERSE, RAW CLOSURE OF 1.21,000, COMPASS RULE ADJUSTED. email: boyerscattlga gmail.COm INSTRUMENTATION: LEICA ROBOTIC TOTAL STARON 1203, SURVEY ACCURACY MEf75 OR EXCEEDS WA.C. 332-130-090 VERTICAL DATUM,NAVD 1988 BENCHMARIL WSOOT MONUMENT No. 190 PUBLISHED ELEVATOON OF 11.44E METERS OR 37.559 USSF. NORTHING 916I Z709M, EASONG.• J84119.637M, SC4LE FACTOR.' 0.99995629 M.I.C. LOCATED AT CENTERLINE SUNSET AVE. WEST OF HOUSE NO. 210 SUNSET AVE. LEGAL DESCRIPTION.- 30 0 30 60 LOTS 7 THROUGH 12 INCLUSIVE, BLOCK 7 ACCORDING TO THE PLAT OF EDMONDS, VOL. 1 OF PLATS PAGES 26 AND 27. PROJECT: 1•=30' Edmonds Mixed Use GENERAL NOTES: Building 1. THIS DRAWING DOES NOT PURPORT TO SHOW ALL EXISTING AGREEMENTS EASEMENTS ETC. RECORDED OR UNRECORDED. THE OWNER ACCEPTS RESPONSIBILITY FOR ANY EASEMENTS OR LOCATION: AGREEMENTS REGARDLESS OF THEIR APPEARANCE OR NON APPEARANCE ON THIS DRAWING. 201 Main Street Z CLIENT DID NOT PROVIDE US WITH A CURRENT TITLE REPORT. THE LEGAL DESCRIPTION WAS TAKEN Edmonds, WA 98020 FROM A COPY OF CLIENTS RECORDED DEED. ANY CHANGES OR REVISIONS TO THE LEGAL DESCRIPTION SINCE THE RECORDED DEED ARE NOT REFLECTED ON THIS DRAWING. PREPARED FOR: 3. THIS TOPOGRAPHIC SURVEY DOES NOT PURPORT TO REPRESENT A BOUNDARY SURVEY THEREFORE Edmonds 2020 LLC DOES NOT SHOW ALL MATTERS THAT MAY AFFECT TITLE, INGRESS EGRESS EASEMENTS, ZONING, RESTRICTIONS OR CONDITIONS OF RECORD. REFERENCES. ° TOPOGRAPHIC SURVEY LOTS 7 THROUGH 12 INCLUSIVE, BLOCK 7 1. SURVEY PREPARED BY DOUGLAS CASEMENT DATED MARCH 2O11, JOB. NO. 11-1015-014. ACCORDING TO THE PLAT OF EDMONDS, VOL. 1 OF PLATS PAGES 26 AND 27. 2. THE PLAT OF EDMONDS, SNOHOMISH COUNTY, WA AUDITOR FILE NO.. 166408255001 NE 1/4 OF THE SE 1/4 OF SECRON 23, 3. EDMONDS SUNSET VIEW A CONDOMINIUM SNOHOMISH COUNTY, WA AUDITOR TILE NO. 9011065005 TOWNSHIP 27 NORTH, RANGE 3 EAST, WILLAMETTE MERIDIAN CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON LEGEND xA pATE 9EN9gN ® BENCHMARK PROPERTY LINE FOUND 4 X4" CONC. MONUMENT _ _ IN CASE W/ 3/8" BRASS PLUG ADJACENT PROPERTY LINE MONUMENT NOT LOCATED EXISTING R.O.W. THIS SURVEY SET REBAR��CAP R.O.W. CENTERLINE LS N0. 30937 G GAS LINE FOUND PK NAIL AND WASHER OVERHEAD POWER • FOUND REBAR & CAP AS NOTED WATER LINE ® SET LINE STAKE STOR DRAIN PRUCT WE— POWER TRANSFORMER SANITARY SEWER $B _X_ PeaECT NrNA¢e �- FIRE HYDRANT FENCE LINE SB Cd WATER VALVE PRo.cn raa CT ® SANITARY MANHOLE °,~, �•rWCONC.R,��f PeLrtcT $B rCrN NCNazR ® CATCH 645IN (M) MEASURED ~ STORM MANHOLE (pf PLAT YARD DRAIN accN 'o- POWER POLE EDGE OF VEGETA77ON IN GAS VALVE c MAILBOX yet ROCK M WATER METER ROCKERY nRcmrtcT L9 IRRIG477ON CONTROL BOX/VALVE DECIDUOUS TREE COMMON OWNERSHIP A ALDER 1 SPOT GRADE ELEVATION M MAPLE A�}AE ELM >=:.5 CONIFEROUS TREE RF-VIFWED ��' VVV ___C CEDAR F FIR S SPRUCE kno 262016 Reviewed by: BECK & ASSOCIATES, PLLC 41� `Ede��4Qj, nnE SITE SURVEY b 0 sow y+7pN'rAtrleLe�°'ynl CTNL. 14001.00 RECEIVED NA DECEMBER 12, 2015 PROECT NEMUeN PAM APR 25 2016 WHITT SHIELD, INCBUILDING -ET NU46W "�9cRNT UEu�u BEL EVUE, WA 8 S U R ■ BELLEVUE, WA 98003 SET PHONE 425.455.0800 L'R FAX 425.455.0505 WSI JOB NO. 213-006-01 MAY 062016 BECK & ASSOCiATES, PLLC i9K FIRE SEPARATION DISTANCE & DEGREE OF OPENING PROTECTION PER IBC 2012 TABLE 705.8: UNPROTECTED, SPRINKLED, NO MAX OPENING REQUIRED OUTLINE OF LEVEL 1 BELOW o > rn (+38.75) USED FOR o SW CORNER HEIGHT Q LIMIT SECOND AVE i TRUCTI J SEWER CO ECTION 1 PTD STEEL CAN00� 1 �dPENSPACE ITF EXTENT OF RECTANGLE USED FOR HEIGHT CALCULATION PER CITY OF EDMONDS HANDOUT#B41 t MAIN STREET LOT AREA 169 X 120'=19,200 SF �� 41'-T' — OPE REQUIRED OPEN SPACE (PER ECDC \ SPA( E 16.43.030E) = 971 SF / 19,200 SF = 5.06% LJJ w c w RE o -i 18'-3R LOT SLOPE VARIES -CALCULATED NE TO w SW =4°i° JOPEN AT APARTMENT BUILDING ENTRANCE /77Ti/TTO�i, EXISTING POST OFF CE BUILDINGTO B/DEMOLISHED PTD STEEL kRELLIS OUTLINE OF LEVEL 1 BELOW I+45.42)-USED F RBECORNER I �A9 SITE PLAN 1 " = 20'-0" 0 10 20 40 0/1 207'/ L EXMING OPEN ALLEY 20-4- FIRE SEPARATION DISTANCE & DEGREE OF OPENING PROTECTION PER IBC 2012 TABLE 705.8: UNPROTECTED, SPRINKLED, 45/o MAX OPENING ALLOWED. SEE 1/A3.02 �VOr l-rut.( o-F EXISTING MANHOLE CO) USED AT HEIGHT CALCULATION DATUM = 45.05 PER SURVEY COMMERCIAL PARKING 36V-0" ENTRANCE FOR ASE2 (+41.0 ).USED FOR NW CORNER HEIGHT&ALCULATION o Lie LJ PROPER 4GLN —s —:BASEMENT — — r I I --� --, - I I BASEMENT LEVEL PARKING j GARAGE ENTRANCE/EXIT FOR BOTH PHASE 1 & 2 PHASE 1 ROOF OUTLINE ABOVE TRASH PICK-UP (TRASH ROOM IN BUILDING) EXISTING EDMONDS POST ---- `- ; I OFFICE BUILDING (PHASE 1) PHASE 1 & 2 TRANSFORMERS AT LEVEL 1 / / PHASE 1 ROOF OUTLINE ABOVE (+50.07) USED FOR NE CORNER ' HEIGHT CALCULATION ELECTRICAL CONNECTION FIRE SEPARATION DISTANCE & DEGREE OF OPENING PROTECTION NOT REQUIRED. PHASE 2 COMBINED WITH PHASE 1 INTO ONE BUILDING. SEPARATED OCCUPANCIES CALCULATED PER IBC 2012 508A.2 SEE SHEET G0.03. I I 1 I I I 1 I I I I 1 1 I Z I I I � l� I I I I r� I 1 I N H LL LJJ C/) J J LU m 45 .�N RECEIVED APR 2 5 2016 BUILDING HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottlogmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC wre 4/22/16 PERMIT SET .=T DR v. SB PR0.E°T WN 1 S PR°.cBcT nawRcc, SB -CT , M BER DT aec" , 8117 REGISTERED ARCHIT T SCOTT A. B STATE OF WASHINGTON REVIEWED AUG 2E2016 Reviewed By: _— BECK & ASSOCIATES, PLLC nn[ SITE PLAN PR6[CT� 14001.00 wa APRIL 22, 2016 PR0.n T NEIW°RR P // 7'VVAW T-AfSGCGf L�iB%26f/b ■ SET RECEIVED MAY 062016 RF('IC A AVVf1C'iATFV PI I C. / OUTLINE OF LEVEL i oz BELOW FIRE SEPARATION DISTANCE & DEGREE OF 160'-0' LIMIT OF OPENING PROTECTION PER IBC 2012 TABLE ERALL SITE DIMENSION) V 705.8: UNPROTECTED, SPRINKLED, NO MAX (+38.75) USED FOR OPENING REQUIRED SW CORNER HEIGHT N CALCULATION a< EXTENT OF RECTANGLE USED FOR HEIGHT CALCULATION PER CITY OF 50MONDS H D T 41 MAIN �o LOT AREA:160' X 120'=19,200 SF STREET 41'-3" 11'- REQUIRED OPEN SPACE (PER ECDC OPE 16A3.030E) = 558 + 42 + 371 = 971 SF / SP E n 19,200 SF = 5.06% w RE 't LOT SLOPE VARIES - CALCULATED NE TO w SW = 4% o—, OPEN COUR APARTMENT BUILDING LEVEL2 Z ENTRANCE — j � I (5 ACE ARE / I (558 SF) 1 / / EXISTING POST OFF ;t" BUIL OB MOLISHED I L PTD STEEL ELLIS OUTLINE OF LEVEL 1 �S _ BELOW (+4548}11�ED RSECORNER 11„ ERTYLI LII �A9 'i _� SITE PLAN 1 " = 20'-0" 0 10 20 40 EXISTING MANHOLE CO' USED AT HEIGHT CALCULATION DATUM = 45.05 PER SURVEY SECOND 1, ■ COMMERCIALPARKINNG I I ENTRANCE •. ip —19 /SEWER •CAl1�• • • (+41.kUSED FOR NW CORNER I. O ��. PROPER , I GARAGE ENTRANCEIEXIT�, FOR :• PHASE 1 ROOF OUTLINE ABOVE r xeP- �� KUUM IN bUILUING)EXISTING EDMONDS P OFFICE BUILDING (PHASEOST �ir�,y�aiGG mo iii n TRANSFORMERS AT LEVEL 1 I PHASE I ROOF OUTLINE � ABOVE� �imikLIft- IV 0. 1 FOR NE CORNER (ISTING OPEN ALLE HEIGHT CALCULATI0 gV ELECTRICAL CONNECTION v a g0 FIRE SEPARATION DISTANCE & DEGREE OF OPENING FIRE SEPARATION DISTANCE & DEGREE OF OPENING PROTECTION PER IBC 2012 TABLE 705.8: UNPROTECTED, PROTECTION NOT REQUIRED. PHASE 2 COMBINED WITH SPRINKLED, 45% MAX OPENING ALLOWED. SEE 11A3,02 PHASE 1 INTO ONE BUILDING. SEPARATED OCCUPANCIES CALCULATED PER IBC 2012508.4.2 SEE SHEET G0.03. k .�N PRO D BY PLA, NING LL tc Gone _ CornerXFlap` SFro t y Re6) Actual Sides N O b e S5,,p11', -Baer 6 0 i S v t .weir S /01 Hat _-30 RECEIVED AUG 19 2016 AUG282018 PUCRYOGFEDEMO �C� HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC wrt PEM9g1 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS PaoscT oiNECTON Po EBT PSB N PPo,ECT MpirEti PNSEBr E N NENem DT CxE4x a��hcT 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON cra colly SITE PLAN aECT xo. 14001.00 onrE APRIL22, 2016 PIMT NEr PA .EET..... A1.01 SET BECK & ASS' PARKING COUNT = 42 SPACES W/ 24 SPACES FULL WIDTH 2 1 REQUIRED PARKING COUNT (20 UNITS)-- 20 SPACES A3.11 A3.01 W/ 10 SPACES REQUIRED TO BE FULL WIDTH 159'-10 3/4" i CITY OF EDMONDS MUNICIPAL CODE - GENERAL ZONING REGULATIONS 17.50.010 C ".,,REQ'D TO T T D I E TL PROVIDE 1 STALL PER DWELLING U16-7 3/4" 12'-3 3/4" 20'-111/4" 18' 0 17'-61/2"16-8" I I I I I I i 1 A4.03 PROPERTY LINE 1 w Z. BASEMENT FLOOR PLAN © OPHASE 2 PHASE 1 F •N) (UNDER CONSTRUCTION) Tilr-101/2" w pallmasswum WORM %Nea f.Y. Tape .� SPRINKLER RISER blot ap — (� 40 DEGREE TEMP NO p TO MAINTAIN MIN PON PRO RO D . O ' .. THIS AREA [ � s I , oil will I it I I I —7 I '' 11 0- _ 1 _ 7— 1 —LL 11.1 I 2— = EXISTING 1 iio co COMP/lCT1 COMPACT .r COMPACTI COMPACT C CO PACT COMPACT COMPACT I IMPACT ,I GARAGE I I I EXHAUST I 1 11 ACCESSIBLE PARKING: SHAFTABOVE i REVIEWED 21'-21/4" 18'-01/2" L 16-7114" L 1T-61/2" L 1T-21/2" L 1T-10112" L 23'-81/4" TOTAL 42 PARKING STALLS AUG 262016 PER IBC 20121106.2: REQ'D ACCESSIBLE SPACES = D E 1 F G H I E -A 1 2%=0.84 OR 1 SPACE. (1) PROVIDED I BV1—d By: 159-103/4" ECK & ASSOCIATES, PLLC PER IBC 20121106.5: "AT LEAST ONE SHALL BE A VAN -ACCESSIBLE PARKING SPACE". 2 1 2-HR SHAFT ASSEMBLY ...... —"- 2 SEE SHEETS 8 AYP FOR ALL PER IBC 20121106.5 (EXCEPTION) R-2 OCCUPANCY MIN. VERTICAL CLEARANCE OF 7'-0" IS ALLOWED IN N I ' A3.11 A3.02 A3.12 ADDITIONAL PLAN CALL OUTS FOR WALL TYPES LAN OUTS F R WA PRIVATE GARAGES. , , HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottlragmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC M2 REN9IX1 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS B R Pc aeM —R SE1 PRC.[Cl MfxilECi SB PRQECI IEUI MEMBER DT a[cR —w 8117 REGISTERED ARCHI T SCOTT A, B R STATE OF WASHINGTON RZEU AUG 19 2016 BUI��jj'NOOEPgF;IMETrr C[Il'OF[DMONC3 FLOOR PLAN LEVEL B PR6 1 - 14001.00 "x APRIL 22, 2016 PPOECI NC1MxWx PAIN �X�f r TW t� AUG 26 AZ -A 0 SET 0 4 8 16 PHASE 1 PHASE - (SUBJECT OF THIS SUBMISSION) I (UNDER CONSTRUCTION) HALLER ARCHITECTS LLC 1 E 18'-01/2" I o" 5 31jf" T-8" 23,-8" 16,-9' 34'- " -8" 10-8" 9-11" o -------- A4.03 I e°od" II rn II 2 111 /4" II I II I 31 II I 8 4" 1'-1314" 2'-11314" 23 II II II I II II 28 PROPERTj�tINFiro �I JI = =1L =1L = _ =1L - - - - 1 _ JL = =1L = _ll = JI= = JL = _ IL ° I +40.1 23 F o p i s r i 6-8 1-01 ".0L T. 8" 0' - o Ras 23 N - z:, I 2 r I = I _ VESTIBULE WILL BE PROVI_DED _ _ _ _ _ _ Q� _ _ _- _ _23 ' 10 � _ +41 02'_ — ° II o JQ JQ UNDER FUTURE TENANT IMPROVEMENT PERMIT 1 I POST OFFICE FLOADING DRIVE RTAILTRASH o ® o 107 0 I WEST RETAIL +39,60' ! w 10 13 41.35' 1 A3.02 M el z�¢ 1 ° 1 � ®1__T 3IL ®II III oZ i ip 5.t1 ® II III ® I I I awc o o I I y'.I c +41.33' m ?I III I ° PR VIDE 2-HR A6.01 FA ANNU CIATO VESTIB LE WILL BE PROVIDED ¢ 10 13 o II III a UNDERIFUURE TENANT o ?1I RA ED CONCRETE PANEL w ° I = ° SL B IMP I NTPERMIT ¢ o - i II III ° ? oLL w POST OFFICE xl 10 3 ® M(........... ... ....f........ ,.— ® 3 FEC - - ® cwwi Z w 1 41.635' _ 13 ----- ---------------- l �yJF'= - = — 104 ❑ M L ❑ 'u5 = 1A L --- o --- POST OFFICE ---- �e� LOADING DOCK �� ..®........dI® _ ® ®® PROVIDE � i� OR IDORi m PANIC HDWR FEC K \D / sIt 1 5 1; 23 I N A ATTHESE - J I F _ " FUTURE r I I � I q I 1 a UP I \\ 102 DOORS I I � -® rn ® -rr I 1 I L Q �n ® 102 J,UP II 1 3,2 '-2" I B'-11" .® . ............. ... - 10 23 1 23 VESTIBULE ILL BE PROVIDED I I UNDER FUT RE TENANT I N 1 I I I I I IMPROVEM NT PERMIT 6 ' 21 4'-2-1, 23 23 1 Y SOU HEASTRETAIL I 101 23 1 I 23 1 I I 96,,4„ I I I I I o (EXCEEDS MINIMUM REQUIRED DI TANCE FROM LOT LINE (46 ') FOR REQUIRED I I I MINIMUM FLOOR TO FLOOR HEIG T PER ECDC 16.43.030.B.2. S9EAI SO 1/A4.01) I - 23 j T-8H 1 m 0 d 1 19 I I 23 2. :..•_. PROPERTY LINE 45.31V I I 11 I I 11 16'-2" L 1 V-7" L 21'-21/4" 18'-01 /2" 16-7114" B C D E F I tsoan Win° 2-HRSHAFTASSEMBLY - - ..•...- A311 SEE SHEETS A6.01, A6.02, A8.01- A8.13 & A9.05 FOR A3.02 FIRST FLOOR PLAN ADDITIONAL PLAN CALL OUTS FOR WALL TYPES 0 4 8 16 COIICRETE TY 6" THIO RE( 'D FOR RAI ING) 3 2 1 -------- TRAhISF��M- _ [ELECTRICAL - 9'-3114' 3 34' 8'-6" 3112' CONC WALL MIN 7. THICK (6.2" REQ'D 1 I I FOR 3-HR RATING) 1 0 PARKING GARAGE T PROVIDE 3-HR I RATED CONCRETE SLAB 110 I I I 1 I i V-7 31,V 11/2, Ve T-0" 8k 112 8'-81/2" 9' 1 1/2" 8'S" 1 V_V, 4 _ 7 5 6 7 _ 8 _ 1 9 _ — I 1 1 1 1 1 1 I I I I I C PACT I 1 1 i COMPACT I I I 11 17'-2112" L 7-1101/2" L 23'-8 1/4" G H 1 1 0 TOTAL PHASE 1(18) + PHASE 2 (9) = 27 PARKING STALLS. PER ECDC 16.43.030.D.2, NO PARKING IS REQUIRED FOR ANY COMMERCIAL FLOOR AREA OF PERMITTED USES LOCATED IN (THIS) BD2 ZONE. PER IBC 2012 TABLE 1106.1: REQ'D ACCESSIBLE SPACES FOR 2650 PROVIDED PARKING STALLS = (2) SPACES. (1) PROVIDED IN PHASE 1 & (1) PROVIDED ADJACENT TO PHASE 2 RETAIL SPACE ENTRIES. PER IBC 20121106.5: "AT LEAST ONE SHALL BE A VAN -ACCESSIBLE PARKING SPACE". (PROVIDED IN PHASE 1- SEE G0.07 FOR PATH OF TRAVEL) A 12216 Corliss Avenue North Seattle, WA 98133 TEL 266.235.0935 email: hoyerscotti@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC °"rE NM9p1 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS j / SB PRPELi MCNIRCT SB PRpECT lE.14 MFMB[N DT LHECN .dMTEcr 8117 REGISTERED ARCHIT T SCOTT A. B R STALE OF WASHINGTON l O N 19 2016 Bull ON NN crrvoFLonnoNos N FLOOR PLAN LEVEL 1 ""14001.00 on¢ APRIL 22, 2016 P-T NEMVwll3 M � 'F�• Y 5;,:.✓ f NUG 26 9iEFT NMMBOt ASSOCI { ' SET fse-C Yp t/i^Se�(f HALLER ARCHITECTS LLC PHASE 1 PHASE - (SUBJECT OF THIS SUBMISSION) (UNDER CONSTRUCTION) A3.01 A4.06 4 E 11'-7 I A51.40 I I I 1 EI-A T IT-71/4" 1T-22" 21'-2114" 18'-0112T IT-6 21T-1011223'-8114° I I I I 23'-V 16'-0" 34'• " ° 2V-4" 14'-11" � O A4.03 '-10VIC 38 "----18- —--- — 1/2° 8 28 1'-13/4" 2-1134' 31 Ip3 II ° PROPERTyiINE/O I �1 _II_=IL=1L_ __IL — - =Jl __IL_JI_ JI__1L_ IL , _ 56 w♦ e°p -0 N I -8" 8'4 // // - ° I _ VESTIBULE WILL BE PROVIDED - - - - -r7 PROVIDE HEAT 10 _ 2 e Q UNDER FUTURE TENANT © TO MAINTAIN MIN SPRINKLER m POST OFFICE 1 _:..{L .-.-, j 2 J IMPROVEMENT PERMIT I °° IRISERO AOOMM r LOADING J 40 DEGREE TEMP A4.08 A I ' god I / /% _ o II II � .: T A I WEST RETAIL A 11 II T-5114 " LL 09 g - AAaA°aAAa IIIIIIII — IIIIII III av�AAA°A (RE1S0 ID1E3NTIALI RETAIL TRASH- IIIIII 10 `c I / m +41.33 Lou soI [gC UNDERFURE TENANTRAILED CONCRETE SLAB IMPROVEM NT PERMITI ==II PROVIDE 2-HR ESTIB LEWILL BE PROVIDED POST OFFICE ll IN I TRASH mmmnmmnmmmormmm.mmme®m®m.amemmammm m® 3 , /./ , �- - ® ® FEC ® A / =" . -- - _ - -+. - - - - - ❑ ® v w x 13 I 4 ------------- ---------------------- / ! � POST OFFICE i LOADING DOCK EXITP SSAOEWAY r- 11 - i° I I I �- I� 11013 108 - - - A3.12 III A i 1 - 0 o N luII TRANSFORMER it m�mr�E�:�ammm.N�m.:) FEC D : I 1 5Z� � -- -- ---__-_. ::I 39:60'— PrOVIQE2- R- 23 I n L . J, COMPACT COMPAC T COMPA - ELECTRICAL RATED-C E I I �®maNmPamwmmmeameaeammw®mommmmmmmmmmmm m©- I I I n I CONCRETE WALL C0 CRETE WALL A3.01 i 101 j 4,_O�, HIGH TYP 13 10 �o E D FOR 2 H 41635' 1'•5112„ 61/2" '-2" I 8'-11" I v RAI ING I TYP I 23 I I I w OEm® 3®® 2 1 010 314" 9'-3 314" 8' 6" -3112" CONIC WALL MIN 7" SW TAIL OUTD001� EATING I I 13 10 . ° THICK (6.2" REQ'D N 1250 SF I I I N © 7 FOR 3-HR RATING SOULEST RETAIL 101C I I I 1952SF n ©©m ° A601 -) ) 1 1-5112" '-6112" 4,-2" I V-11" I I 101 13 ° f I PROVIDE3-HR 1 _ - -I + - _ - - - _ 0 13 — ® _ _ RATED CONCRETE A3.11 +42.10' 101 ® PAR NG GARAGE I 17. SLAB ABOVEY I I I 23 I I �i3 I I 13 ° I I\ _ i I s I i V-7 3/4' I I I N jNl SE TAIL OUTDOOR TING I 1 94'-101/2" 4 m m 4 2" 4' 2" 8' 6" 7'-0" 8 8112" 1 8' 8112" 9' 1 112" 8-6 8'-0 1 8'-0° 101D I I (EXCEEDS MINIMUM REQUI(R-0ED� FOR — — — 13 r — 5 6 7 8 1 9— y2" 8'-11° - - �OLSTANCEFR - - I I REQUIRED MINIMUMI FLOOR TO FLOOR I 10 13 10 L23 I HEIGHT PER ECDC 1 .43.030.B.2. SEE __ _ w — ALS011A4.01) z SOU HEAST RETAIL 1'-5112 6 d 11756 SF 20 u. 2071 M //. Tn 01 I I rn I +42. 0, I ° ST IR f 120 17 ® 102 z' CO PACT i COMPACT / j / j , / / , a: 23 - ° / PROPERTY LIN ® �' 45.34' I I I 1 I I I 11 PARKING: 1 21'-2114" 19-010 16-7114" 1 T-6117 IT-2 1/2" 17'-10112" L 2T-81/4" TOTAL PHASE 1 (18) + PHASE 2 (9) = 27 PARKING STALLS. PER ECDC 16.43.030.D.2, NO PARKING IS REQUIRED FOR ANY COMMERCIAL FLOOR AREA OF PERMITTED USES LOCATED IN (THIS) BD2 ZONE. B C D I E 159'-103/4" F G H 1 I E A 1 PER IBC 2012 TABLE 1106.1: RE9D ACCESSIBLE SPACES FOR 26.50 PROVIDED PARKING STALLS = (2) SPACES. (1) PROVIDED IN PHASE 1 & (1) PROVIDED REVISED PLAN APPROVED ADJACENT TO PHASE 2 RETAIL SPACE ENTRIES. CITY OF EDMONDS BUILDING DIVISION 2 1 2 1 2 PER IBC 20121106.5: "AT LEAST ONE SHALL BE AVAN-ACCESSIBLE PARKING 2-HR SHAFT ASSEMBLY ...... - - •- A3.11 A4.07 A4.07 A3.02 A3.12 PLANS EXAMINER SPACE". (PROVIDED IN PHASE 1- SEE GO.07 FOR PATH OF TRAVEL) , SEE SHEETS A6.01, A6.02, A8.01- A8.13 & A9.05 FOR FIRST FLOOR PLAN ADDITIONAL PLAN CALL OUTS FOR WALL TYPES 4 DATE 0 4 8 16 S�f awl-EGt Il/ 1N1 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscotti@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC NEY MIP DAIS RE119°! 4/22116 PERMIT SET 08/18/16 PERMIT REVISIONS &11/14/16 PERMIT REVISIONS &2/22/17 CONFORMED SET 011/21/17 CA REVISION &3/15/18 ASI-004 PR0.ECT OINECiNR P-T MAN�CEA SB PR0.£Ci AROINECT SB PR°Em LEAN NENNEN DT AAp°tEm 8117 REGISTERED ARCHIT T SCOTf A. B STALE OF WASHINGTON rrEAn 88 APR I 0 201II ow wAcet man."ENT C1T!' nF ¶FLOOR PLAN LEVEL 1 PRPFCT "' 14001.00 oA¢ FEBRUARY 22, 2017 PNOIECT NEIN9IYR PATI srEar xuueEN "A2.01 CONFORMED SET HALLER A3.12 A3.14 A4.06 A4.07 A4.05 A3.01 A3.12 A3.14 A3.11 ARCHITECTS LLC 911 Western Avenue Suite 301 A B C D E F F, G.2 11A H Seattle, WA 98104 TEL 206.235.0935 PARTY WALL PARTY WALL j2TY WALL - email: boyerscottl@gmall.com 25'•61/4" 243114° 25-0114" 25'•0112" 25'-0 3/4" 15'-7 314" 15'-71/2° 15'"7112' 16' b 114" T-3112" 41ITF41" 10'-3114" 1V31/4? 10'-8112" 4.1/2" I I I I I 1 i-------- ......... ............... ...... . .... _ ___I .. .... e 23 r l I 3 2323 23 23 3' I ,,`. r A5.42 I ° e i rrr r PROPERTY LINE _ _____I________________________ ___ _______________ _ ao ____a__®__- _ _- - - - - - - ...... - 3 - - -- - -- PROJECT: / , II II II pp II a New Edmonds II d II rr Post Office 1 / a \`\ / _- LOCATION: ---------- ' 1 \ / I L7 \ / ' 130 Second Ave IN--'- Edmonds, WA N i'7 Lji UNUSED/ENCLOSED _ _�c�\,' --`�� " /I'/ `7;1 I t' / SPACE .. \\ I'fi x�\ / \\ /,' ` _ _ET - L)II I( -______� ___ �\ / /- �' PREPARED FOR: - A3.11 Edmonds 2020 LLC DN DN OPEN TO BE OW- - - - - - - - - -U�_ DIN FT 01 l02 103 1 Is w \ Q UNIT 11 8Fl-04-1 Al I "IE) o F < �O I-- R IIHALLWAY ® �' I 2 �� --, / � � I AMENITY SPACE 1'•i° A6.03 0 \�� 206 O �O 0......r.. voe•e...... o......... I 00 om000aoo .-- or,00vevooemm000e moo - - I ~ - i UNIT Y ° EXTERIOR ° 1 207 d c UP II COURTYARD U AI ® n - I ® P ° '-2 ^ 18'-1" .. 1/23/14 PERMIT SET 1 +53.87' 9 M. n L______-- -- _ ® 4 A3.13 a 1'-13/4" I 9.21/4 I ° L ____ _r •o ov Q^ �4/3/14PERMITREVISIONS AA UFI - - - c •••�•�� _ o - - 3.2 05/23/14PERMIT REVISIONS �AT. I _-- 3.3 ......... sea vee 1... Ia I o ELEV S.1 ST gY eN D PROVIDE HR 3_ O 0 1- .' T I o 0000 000 00 000nn - -- -- u a • RoA"TED CO• i• m A32.02 IONST QCREVIS5 g EXTERIOR A COURTYARD A3.01 I +49.89' � 4" ° ► t I ° 223 ° - - I -T '•f' / u EGEVAT 1 ° 1 AB D o 0 o m ° g °SB _ I o -------------------' � N '-6" "' `--- -- r- A5.05 TYP as oo aaas1l �B� Ik= I A3.13 3B xxxxcw BOLT ON DECK 1 1 1 FE 1 - xxua °"a rzc, (LEVEL 2ONLY) c 4 ® �L em, no, SB I 3 z f ?N5 ° i �=' V ® eI ° - 0= D I � _. 2 \ ee�e"ee oe•e vo®000 ve ':;': mm®°,vemeee 1 ® 8 n as.osx�a, I � AA p" 0 A4.g8 8117 REGISTERED 1 t°71 CORRIDO ARCHIT T 1 219 I UNIT UNIT ""' UNIT / UNIT "` I +49.89 c PROVIDE2-HR ° Y10 3 scoii A. e R I ED C °--------- UNIT STATE OF WASHINGTON ° ° I TRASH 1209 1c I !p UNIT ° ° ROOM N ° • 223 1I i N I1 214 i ei=. REVOOM 1 ° r _ ° oT. off. eii BOLT ON DECK i ° i o -� _ J _ J e (LEVEL 2 ONLY) _ e m J AB AB c ° AB A8 I -- AA - - AA - AA b _ FEB 16 2017 r ° a 1 ° ° L5 B QNYO EDM N ONDSI� - - - ae e r N N I P OPERTY LINE - � � LL�UJ�y-()L/�� PUBLIC ALLEYWAY QT.6^ .g 1T-11/2" 07 11'-41/4" 1114" 11'-4114" 11/4' 11'41/4° 11/4" 1V-41/4" 13/4" 14'-101/2" 17'-7112" 6" 3'6" FLOOR PLAN 45'-6114" A5.06 24'-7" 24'-7" 24'-7" I 24'-7" 44-93/4" LEVEL 2 I1 188'-8" O.A. REFER TO UNIT PLANS FOR ADDITIONAL DIMENSIONS 1 200'-0" 1macc, xa PARTY WALL PARTY WALL PARTY WALL It PARTY WALL PARTY WALL 10001.00 JULY 1, 2014 2 2 2 xx°sc, xcnwxx xx,x 1 1 1 A3.12' A3.14 2-HRSHAFTASSEMBLY -^- ....- A3.11 A3.12 A3.14 A3.02 N I FLOOR SLAB IS 1-HR RATED U.N.O. . V SEE SHEETS A6.01- A6.04, A8.01- A8.22 & A9.05 - A9.06 FORE, SECOND FLOOR PLAN ADDITIONAL PLAN CALL OUTS FOR WALL TYPES A2.02 SET D 4 8 i6 CITY Copy 90 21104-7 159'-10 314" T T D T T H1T 16'-2" 1V-7" 21'-21/4" 18'-01/2" 16'-71/4" 17'-61/2" 1T-21/2" 1T-1011T' 23'-8114" I I I I I 1 .0 11 8'-1 1/4" 23'•8" 1614" 8° 3 '4' 10'-8" 14.9114" 1/2" 1 ° 2'-01/4" 10'-8" A4.03 I I , 1'-21/2" c 1'-0114" v 1'-01,1 r 1'-1314" 2'-11 314" 1 PROPERTY LINE V-71/2" rn q " m of - � UNIT � r I I � IT ��/ cp 303 UNIT 304 302 — — — — — YJ — cb 0 5'-11° 6° ° 2'$" O ® e w ---=x- - - _ = 301 M A3.02 p UNIT ®■ O O o m g 29 o " N O OR 6N �s 3" _J 3 — — — — — — — — 3 9•9N 1'-10" i s I e FEC 8'-10114" Icc o® • ®o®e9M,1"®®®0® UNIT a ao ® 116'-1 1 o ® : N-- RR NLW/EUSI86€NS— ® r REQU R D TO MAINTAIN ® RATED q I r oWALL IIPER IBC 2012SECTION 10192. eo®6m®®®®oom®® ®®ERo®amo A3.12 O ® ^ aSEEPJ10.02WINDOW SCHEDULE .. �........... ........ .® � FOR DDITIONALINFO. O � I 10'-2112" 5'-81/2" • I FC * I o fV 5 — I Lj I HIdH SIDEWALL tiSPRINKLER HEAD 6 N 1 I uNlr r — w © Ih- 5,_6,L 6TYPE WUNITUNIT o I I O II I _I 310 _ 1 — — — — — — — I- — Pl� L �• 1 G 0 ® iv I 0 0) 2,•6„ 9 7" I I I w UNIT w t 308 I o ran 30UNIT TYPEWUNIT 01 I I I I I 1 I II UNIT I a II L �e — - Al PROPERTY LINE I I 9'-7" 8'4" 1 12'-10114" I 10'-8314" 33'-11" T$I 2'•1 1/2"112" 15'-1" 15'-3" 16'-Z' 11'-7" 21'-2114" 18'-01/2" 16'-71/4" 17'-61/2" 1T-21/7 1T-10 112 L 23'-81/4" B C D I E F G H I I •A 159'-10 314" 2 1 A3.11 A3.02 THIRD FLOOR PLAN 1/8" = 1'-0" 0 4 8 10 EEUs AUG 19 2016 eui�oi D.T. rMwr OR�OFEOMOND$ . N HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmailxmrn PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC W REM9.1 4/22/16 PERMIT SET OS/18/16 PERMIT REVISIONS RRaccr EREE- S8 —ECT MANAGER SB RRo,Ec1 a°aMEcr SIB RRaE; AM MEMBER DT h .1RaIht14 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIAATES,PLLCPLLC nnE FLOOR PLAN LEVEL 3 "R 14001.00 "AAPRIL22,201,''.V'" t.3 FROici NEIMGIX FA}N."' 6`>-� r � �g 4.SSCG\PEE ' —1 R-ER 8 A2.03 SET ALLOWABLE TOWER ELEMENT PER ECDC 16A3.030.C.3A. p AREA =293 SF/13,815SF= 2.1% OF OVERALL ROOF AREA y1lrj (5% MAX ALLOWED) A4.08 c —!j (V 3 � SIM A5.50 0° o I 1 2'-0. A5.50 } I A3.01 I 1 � 3 A5.50 1 I I — 4'-10' w z 8 � A5.50 0I 7 a — PROPERTY LINE I A ROOF PLAN I I I E I 2 A3.11 1 A3.01 F G SOFFIT CORBELS TYP. I SEE ELEVATIONS (A3.01 & �FOR DIMENSIONED LOCATIONS �SIM i Ar3fn 2 A3.12 H 1 I I 1 I I I I I H I 2 A3.12 1 EX•A I I I I 2 A3.02 I I — - - - - GJ 2'-4" ��- I - T - - - - 1 I EX -A RE ads B 19 2016 �AUG �GIYOFEDMO C� . N HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC wTc T¢xspT 4/22/16 PERMIT SET Z�,8/18/116 PERMIT REVISIONS PBC.ECT Bmim SB PR T M.1H.1¢fl SB PZ ARCHITFCI P p BT .. NENBfF DT nHEHiTECT Q 8117 REGISTERED ARC IT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AU8 26'20f6 . Reviewed by: BECK & ASSOCIATES, PLLC ROOF PLAN PBaec, Ho. 14001.00 yr_1 o<APRIL 22, a018. PRC{CT NfIWCRIT VAIN t�rJ n n REC\C & O ut -ET -BM A2.04 SET B C D E F G H I I I I I I I I I I 1 I I I — — (D — — � I i I 1 I I I I A B BASEMENT FLOOR PLAN - EXIT LIGHTING 1 /8" = 1'-0" 0 4 8 16 r- -F-- - fZF- - PHASE 2 1 PHASE 1— (SUBJECT OF THIS SUBMISSION) (UNDER CONSTRUCTION) Ti I l 1 1 1 1 1 1 I it I � 11 I1 REBUS AUG 19 2016 BE J�EDINO UFP,nAIMET.rr CfiYOFEUMONpS . N HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC REN9p1 4/22116 PERMIT SET Z�8/18/16 PERMIT REVISIONS PROACT CD✓E[lpi SB PROJECT MAN— SE PROJECT 0.9CN -T SB PROSCI R.1E14UARFR DT cxEw RaaMl[cr 8117 REGISTERED EQST T SCOTT A. B R STA1E OF WASHINGTON REVIEWED AUG 202016 Reviewed By: BECK & ASSOCIATES, PLLC nna FLOOR PLAN LEVEL B EXIT LIGHTING PRaccr Nu 14001.00 Rnrt G r, � ••. i APRI L 22,g2tl,16��• ` PR-1 NE— DAM �O yyp00 ' 91FFT xRlxn > A2.10 SET PHASE 2 1 PHASE 1 - (SUBJECT OF THIS SUBMISSION) (UNDER CONSTRUCTION) B C D E F G H I EX -A I I I I I I I T— O I I I II I I II II II II II II III II II III II II II I I --==IL=---==1L= —___ _ =JL=—IL—�=— —JI—=--IL—�= +40.1 \\ GI lid I I II II I II II e i I I �I +41.02' 'I 1 i i I +39.60' II III +41.33' II III II III ut� — — — 41.635' ----- ----------------- --------------- I111/i-- II I I I i I I I I i i I i i �I �i I II I I I I II II III I I a i i i i 39.60' I JI 41.6 3 5' II U� I I � I I TRANSFORMER — I I D i 41635 i T-Ox / I I I / 1 6— I UP Ij I 41.635' I I I J I 442.06' I I I —I I +42.10' � i I I I I I I I I I I I I 1 I I I IL I I I L r° • I I r _ ... I I I I I I I I I A B C D E F G H 1 EX•A e's U AUG 19 2016 �'�OOFEDMORN� . N FIRST FLOOR PLAN - EXIT LIGHTING = 1'-01, 0 4 8 16 HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 266.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC RAE RIx90N 4/22/16 PERMIT SET A8/18/16 PERMIT REVISIONS PRoxn wRcc,RR SEI PRA4CR NANACER nRSwcB ARwnPc, SEI PROM 1EAN REMBER DT ARcxirtcr sr 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AU3 2 520 16 Revi—'d 8y: BECK & ASSOCIATES, PLLC nnE FLOOR PLAN LEVEL 1 EXIT LIGHTING OEC, N0. 14001.00 RA APRIL 22,,.?0f6(;.NNf P-7 M,tlRIIX PATtll r 261p1p �. aSSOC\PEES' �A2.�11 sET F-— — --- I ��❑ o L---- I LL� 11►/ 11 I �1111111� INN 11 �I 1! ��111111�� •• 0 00, 40 'so�.'lIJJJA/. © I�IOm ICI■ I � I�� .� � 100.,��% Ems i.p / ICI■ � 0 0 � � II �'I' c) 0 � � 0 � I�j �(��/,;� `'y�/// i�l`I/'j ��i�iifi ICI■ ❑ _IIj �� /�/ II/ /�/®r �I ICI■ / ► �� / �1 , O fjGj �► i�l% /�/ 1 ry it il• iii ��1. � %, ; ICI■ m�� \ / O� Im N I, / � /% ICI■I � � � 'I !�/ � �/�®i Jil� �//�i� �I, a� '/!_/_��J�!!. ICI L� _—I `�''j %%�j%��'il t��i�Q� I %% i■'.el� �j I x I 4 Oa p �x ® I® --_-- �� -------------- o - -- - -- 7 I I iI I 1 1 1 1 1 1 I ® II I I I I I I I �I II III' _-- HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC x�n! aExaw 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS RRwfc olRfnaR SB WOSti 4�Nx¢R SB RR0.FC1 IACIIIIECf SB PRpJFCi IE,W 4UABfR DT 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUGG 262016 Reviewed By: BECK & ASSOCIATES, PLLC nne FLOOR PLAN LEVEL 2 EXIT LIGHTING RRa<cr xa 14001.00 onrt I,•� APRIL22„2019 RRoccT xfnroRx v��xf.w " _��26ti010 a550C\P�L srtcr xuuxm 9E & A2.12 SEr D E F G H I EX•A I I I I I I I I I I I I I I I I I A B C THIRD FLOOR PLAN - EXIT LIGHTING REGUS AUG 19 2016 BU�IDIn(�IOFFAMA'O . N HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC ogre xxeox 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS PNactt owEcnw SEI •xuxN PSBr u PNgFtt taGi2tt SB PDT TE,NwENEEN CXECN fMNRtt 8117 REGISTERED ARCHI T SCOTT A. B R STATE OF WASHINGT. REVIEWED AUG 262016 Reviewed Ey: FLOOR PLAN LEVEL 3 EXIT LIGHTING N14001.00 1.APRIL22, 20,1,6�1hf a P-T NEIWOwf PRINtltl Q r`+s �G^ G1Pjti5'e�C —T NuueEN eEt;K A2.13 SET 0 4 8 16 ® O © O © © O O O O {{ A 1 1 1 ter•:�cl:�.ull:1.AEI:�a:�a:��+r�:r+ill-�,l��i�-�� _�_��c3 F• -`' .� •' • ROOF -_ .. _................... _ c::� i�� r� r� r� - - WA L SETdR�J� .I II 4 IA V IN] �_rx'! IFS :4 zF__ �_ �__t1:- �-in _ !o_I�Ir_�il��. _ 11��_= 1 •' •' ae� = 1•= _ - : �: ei-Pe,z.,w.' lip =e m m __... �..- gg 1 c® : �� '3-.®_-eia;ce"a. E21== Ly_�._� ® 3i��-�`c cl.- III€_--__�€ :�lli� �1 J �2 MIN -L 1�� - --. Jttqq _ ® Lr-•� -__• �' 0 _ 9 2m._IB SPACE & SIG LINE T• � = ¢�_1-_ E ':_ �_ 11=110 eel _h _--�_ 1= " - - ! �_-- ta'a �r®ilay:� E?i?: 7'�I�� s: �•�5 ��€� -�.I� �',11 I -=�=-=-g�aF� � � E�� I'--� -_ ___--- r�al,C_=-rsr _i -- � @ P�.�f Irssir.'-I•'s- • �- a._��.;•_ . 1 • • • _ =J -I' ' �== ' / • • ,Ie��:eh�I �_�ha,�.aaal�Lf��ls ��a- f�l.r r=E�=-1el��.re�l��i�€I�- l'J"ser:• ==_JI ei��1 �_ _= • - • • I, 1'��_ tttttttttttt■ tttttttt■ EC._ --- -r = _--r _.----_---- :iE......... .. �A __ _ ON _ .---. .... :.;w,nlnlv®,B®tweaE;E=„ n,;lr,: CALCULATION �.fi��l 1. .w.�l �.!w.!��nl��e3tl�>,L�f e��!��Z�s3�!=�■A�=s!�A�z--.--_-�=■Ifinlll�l,:��.11�nll■===-_ 3!1■�_��=-{��■:�==: ■Qlireyl11=171®==_':•�_ �.�. +41.W RETAIL / 3.01 TRANSPARENCY- T LEVEL PER SECOND FLOOR _3.050. TOTAL +54.87' A AT STREET BETWEEN 2'-10' L75.19%6 ADE =133 SF 1100 P,02 W I DOOR SF =/-+38.75'GRADE .... .. ...... v ... - SLAB STEP - - - - - ------------ - JJ - - - - - - - - - - - 2.02 3.03 3.03 0 4.01 +41.08' NW I .0 204 401 REQUIREDTRANSPARENCYAT 2.04 +60.07' NE I STREET LEVEL PER ECDC 22A3.050. +38.75' SW DECORATIVE SCONCE BASEMENT LIGHT TYP _ _ _ _ _TOTAL WALL AREA AT STREET - - - - - - - - - - - - - - - - - - - - - - - - - - - I (� BASEMENT +45.42' SE ------------------------------------ M614 GE BETWEEN2'-10'ABOVE +30.OQ 0 +43.3' AVERAGE GRADE +2g.00' GRADE = 820 SF / 621 SF WINDOW I DOOR SF = 75.731% WEST & SOUTHWEST ELEVATION 1/8" = 1'-T 0 4 8 16 ELEVATION / SECTION KEYNOTES 1.01 FIBER CEMENT LAP SIDING 4'. EXPOSURE 1.02 PREFINISHED FIBER CEMENT PANEL 1.03 METAL REGLET 1.04 FIBER CEMENT TRIM BOARD 1.06 TILE 0/ WP MEMBRANE 2.01 CONCRETE DECK 2.02 CONCRETE 2.03 CONCRETE REVEAL 2.04 DECORATIVE TILE 2.06A BRICKTYPE'A' 2.06E BRICKTYPE 'B' 2.07 STRUCTURAL FOAM 2.08 PRECAST CONCRETE 2.09 DECORATIVE STAMPED CONCRETE 3.01 PTD STEEL GUARDRAIL W/ S.S. CABLES 3.02 PTD MTL CAP FLASHING 3.03 PTD STL CANOPY 3.04 STEEL / WOOD DECK PARTITION 3.05 PTD STL W/ WOOD TRELLIS 3.07 PTD SOFFIT CORBEL 4.01 ALUMINUM STOREFRONT 4.02 ALUMINUM GLAZED SECTIONAL DOOR 4.03 VINYL WINDOW 4.04 PTD MTL LOUVER 4.05 PTD MTL EXHAUST VENT SOUTH ELEVATION 1 /8" = V-0" 0 4 8 16 BASEMENT +30.09 +38.75' 2.04 T O I 5ALLOWABLE ELEVATOR PENTHOUSE PERECDC 7 2.06 I I 3 -0" ABOVE MAX GHT 7 1 4.03 2.066 ALLOWABLE HEIGHT PL 2.04 2'0� ELEVATOR OVE 11fC1 BEYOND �, 1 MEDALL10NSTYP �� PL_d,,M U1.02 DECORATIVE TILE 1.04 M ALLOWABLE HEIGHT 2 I _ TOP OF ROOF THIRD FLOOR - +� 63 95' - - 2.08 s q 2.02 ACFLOOR - SE RETAIL SPACE - -4 +4210' - RESIDENTIAL LOBBY / 4.01 3.05 Y06B { I SW RETAIL S 4.01 2.04 2.04 2.02 I +39.6V 1.05 I 3.03 4.02 REQUIRED TRANSPARENCY AT TRANSPARENCY AT L----- 2.04 _ STREET LEVEL PER ECDC 22.43.050._ _ _ _ _ _ _ _ I - BASEMENT_ _ _ _REQUIRED --------------------- STREET LEVEL PER ECDC 22A3.050. TOTAL WALL AREA AT STREET FRONTAGE BETWEEN ABOVE +•3100 TOTAL WALL AREA AT STREET SF 1364 SF WINDOW / GRADE = F WI FRONTAGE BETWEEN 2'-10' ABOVE GRADE =396 SF1298SFWINDOW / = DOOR SF=60.89% DOOR SF = 75.25% GRADE +41.08' NW +50.07' NE +38.75' SW +45.4T SE +43.83' AVERAGE GRADE 1 I EMUa AUG 19 2016 6UILD�N® o•S/-�SRagtTlr CINOFtCIvlONpe HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure documents that in my 'professional judgment are appropriate - to':satisfy - the requirements of RCW 64.55.005 through. 69. 55:09b. xcr wP E E„ Y DAIS -1. 4(22/16 PERMIT SET A8/18/16 PERMIT REVISIONS PWCT DMTEe PASIB uAxAvn SB P 1 u+airtcr PxaSE13 x xExBm DT E a¢x ATx w 8117 REGISTERED ARCHIT T SCOTT A. B STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: ELEVATIONS WEST/SOUTH PxaBcl xa 14001.00 BATE APRIL22, 2016®T,,;'�-Q PRam NEIBgkt PAlr�l`yt-,Il✓' • `mow �tin16 �1a1`c5� 91EEi Nu4Bm & P5�9 . A3g. 01 SET,, i HALLER ARCHITECTS LLC A B C D E F G H I EX -A z 0 �- i I I I I I I I I I I I L-----------------------------------------------------------------------------------------------1 BASEMENT _ � ++31.W +41.08' NW +50.07: NE +38.75SW +45.4Z SE +43.83' VERAGE GRADE EAST ELEVATION 1 /8" = 1'-0" 0 4 8 16 ELEVATION / SECTION KEYNOTES 1.01 FIBER CEMENT LAP SIDING 4" EXPOSURE 1.02 PREFINISHED FIBER CEMENT PANEL 1.03 METAL REGLET 1.04 FIBER CEMENT TRIM BOARD 1.06 TILE O/ WP MEMBRANE 2.01 CONCRETE DECK 2.02 CONCRETE 2.03 CONCRETE REVEAL 2.04 DECORATIVE TILE 2.06A BRICKTYPE'A' 2.06B BRICKTYPE'B' 2.07 STRUCTURAL FOAM 2.08 PRECAST CONCRETE 2.09 DECORATIVE STAMPED CONCRETE 3.01 PTD STEEL GUARDRAIL W/ S.S. CABLES 3.02 PTD MTL CAP FLASHING 3.03 PTD STL CANOPY 3.04 STEEL / WOOD DECK PARTITION 3.05 PTD STL W/ WOOD TRELLIS 3.07 PTD SOFFIT CORBEL 4.01 ALUMINUM STOREFRONT 4.02 ALUMINUM GLAZED SECTIONAL DOOR 4.03 VINYL WINDOW 4.04 PTD MTL LOUVER 4.05 PTD MTL EXHAUST VENT NORTH ELEVATION 1 /8" = 1'-0" 0 4 8 16 I I PL I UM ALLOWABLE HEIGHT _ I +73.83' THIRD FLOOR +63.95' CONCRETE PLANTER — PHASE 2 SECOND FLOOR +54 8T— PHA S9 8PHASEE 1 LEVEL 2 T.O. PT —�' — I I I I I I I I I UM ALLOWABLE HEIGHT +73.83' 1 TOP OF ROOF +73 81' — THIRD FLOOR 96 — — PHASE 2 SECOND FLOOR +54.87' — GE GRADE _ +43.83' COMMERCIAL PARKING GARAGE EAST BASEMENT T.O. SLAB — +31.00' WEST BASEMENT T.O. SLAB — �+30.00' +41.08: NW +50.07NE +38.75' SW +45AT SE +43.83' AVERAGE GRADE R- 20- us AUG 19 7w B1N.0l ao- nfil.— CnYOFEOMONOS 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has -provided building enclosure --documents that in my professional judgment are appropriate to satisfy the requirements of RCW 64.55.005. through 64.55.090. RAM RfN90N 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS -.0 Rmfc"JR SB PRTAEGT..-R SB PROJECTB-MN l RSoET TEAL MEMBER PDT .E. AR Xct a: 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUS 2 fi2016 Reviewed 6y:,_ n ELEVATIONS EAST / NORTH PROECT No. 14001.00 RATE APRIL22, 2016 P) PR6.ECT NEM9RR PATl'�Y�`t A~ \c war NUIEII & P AIN BET SE RETAIL T.O. SLAB _ -14210' i PHASE 2 PARKING GA +g9.g0' - BASEMENT T.O. SLAB +30.00' SECTION A -A 0 4 8 16 ELEVATION / SECTION KEYNOTES 1.01 FIBER CEMENT LAP SIDING 4" EXPOSURE 1.02 PREFINISHED FIBER CEMENT PANEL 1.03 METAL REGLET 1.04 FIBER CEMENT TRIM BOARD 1.06 TILE O/ WP MEMBRANE 2.01 CONCRETE DECK 2.02 CONCRETE 2.03 CONCRETE REVEAL 2.04 DECORATIVE TILE 2.06A BRICKTYPE'A' 2.06B BRICKTYPE'B' 2.07 STRUCTURAL FOAM 2.08 PRECAST CONCRETE 2.09 DECORATIVE STAMPED CONCRETE 3.01 PTO STEEL GUARDRAIL W/ S.S. CABLES 3.02 PTD MTL CAP FLASHING 3.03 PTD STL CANOPY 3.04 STEEL / WOOD DECK PARTITION 3.05 PTD STL W/ WOOD TRELLIS 3.07 PTD SOFFIT CORBEL 4.01 ALUMINUM STOREFRONT 4.02 ALUMINUM GLAZED SECTIONAL DOOR 4.03 VINYL WINDOW 4.04 PTD MTL LOUVER 4.05 PTD MTL EXHAUST VENT SECTION B-B 1 /8" = 1'-0" ��r 0 4 8 16 SE RETAIL _ 142.10. BASEMENTT .O. SLAB_ +30.00' I I I I I 7 I PL 1 A4.07 a e 0 RESIDENTIAL UNIT ° ° m m 1.02 ° a a m 3.01 ° e RESIDENTIAL UNIT SOUTHEAST RETAIL aw RESIDENTIAL PARKING I EX A z 0 1= I C-) 1 � w A4.04 o C-) a �w z hv......... .............. - ALLOWABLEHEIGHT +73.83' 1 PHASE2SECONDFLOOR 7 - PHASE 1 LEVEL 2 T.O. PT SLAB _ -0 49.89' PARKING GARAGE BASEMENT T.O. SLAB _ +31.00' +41.08' NW +50 W NE +38.75, SW +45.42' SE +4( 3.83',ZAVERAGE GRADE 1 1 I I I I 1 A4.02 pl 4.03 om... ............ . ...®• AKKUM ALLOWABLE_ HEIGHT m +73.83' _ m 12 - _ 12. �t RESIDENTIALUNIT• - ° ® 3.01 -- -- - - aoTHIRD FLOOR ® 46 ® i 12 -- - - ° q FSIDENTIALUNIT e q 3.01 6 PHASE 2 SECOND FLOOR +54.8T - a ® ® 3.03 a a ® 2.066 EXIT t WEST RETAIL W a m PASSAGEWAY ® 2.O6A G GRADE ® +43.83F77' REVIEWED ® -A 3EST RETAIL _ AUG2016 m / ® G2 ELEV RESIDENTIAL PARKING 4 0 1 L ® 2.02 R®viewed By: LOBBY 45 ® ® BECK & ASSOCIATES, F ® ® BASEMENT T.O. SLAB ft +30 OOr - +41.08' NW +50.07' NE +38.75' SW +45.42' SE +43.83' AVERAGE GRADE HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: 6oyerscottl @gmai I.com nuit- Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure documents that: in my professional judgment are appropriate to s atisfy the requirements of RCN 64-55.005 through. 64.55_:096. As FpE'k x DNE -.. 4/22116 PERMIT SET Z�8/18/16 PERMIT REVISIONS rxD.r. D�xDDrDx �xT xx rx S13 x nxortt excxirzcr PR . xmxm DT xncxm<r 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON RE -Sum AUG 19 PO16 BUI Cf1YlDINOOiRAFYIMFNr OFEOMONDS BUILDING SECTIONS vxoxtt xo. 14001.00 onre APRIL22,20JE"C '4L) axorcr xnwmx vA,x °' �' 1`t1G 2g2016 OCIASES' PLLC --, xuxs. &P55 A3.11 SET A n n n n n T oEX-A � I I I I I I I P. _ 1NI\IMlla ON/Mlrl X W SECTION A -A 1 /8" = 1'-0" 0 4 8 16 7 T I PL I I I I 2 ELEVATION / SECTION KEYNOTES A4.07 6- � "D ELEVATOR OVERRUN 52 1.01 52 4.03 1.01 FIBER CEMENT LAP SIDING 4'. EXPOSURE 1.02 PREFINISHED FIBER CEMENT PANEL 1.03 METAL REGLET 1.04 FIBER CEMENT TRIM BOARD 1.06 TILE O/ WP MEMBRANE 2.01 CONCRETE DECK 2.02 CONCRETE 2.03 CONCRETE REVEAL 2.04 DECORATIVE TILE 2.06A BRICK TYPE W 2.06E BRICK TYPE'B' 2.07 STRUCTURAL FOAM 2.08 PRECAST CONCRETE 2.09 DECORATIVE STAMPED CONCRETE 3.01 PTD STEEL GUARDRAIL W/ S.S. CABLES 3.02 PTD MTL CAP FLASHING 3.03 PTD STL CANOPY 3.04 STEEL / WOOD DECK PARTITION 3.05 PTD STL W/ WOOD TRELLIS 3.07 PTD SOFFIT CORBEL 4.01 ALUMINUM STOREFRONT 4.02 ALUMINUM GLAZED SECTIONAL DOOR 4.03 VINYL WINDOW 4.04 PTD MTL LOUVER 4.05 PTD MTL EXHAUST VENT SECTION B-B 1 /8" = 1'-0" 0 4 8 16 BASEMENT T.O. SLAB_ +30.00' m ■ m a ■ RESIDENTIAL UNIT 46 � 12 - _ I 46 RESIDENTIAL UNIT RESIDENTIAL UNIT nto 12 ^= COURTYARD_ III ^ RESIDENTIAL UNIT t, RETAIL PARKING GARAGE =_ m ® RESIDENTIAL PARKING m NW RETAIL SPACE u7 RESIDENTIAL PARKING +45.4Z SE +43.83' AVERAGE GRADE I 1 A4.06 PL ®®■■o©■■■■ o......®®®a®■ a ■ a a \ - ®ALLOWABLE HEIGHT - _a a +73.83' 1 - - n ® I 3.01 a a a ■ ® o THIRD FLOOR ® - - - +63.95' - a m ■ e ' ■ ■ m a 1 2'02 ® PHASE 2 SECOND FLOOR ® --+54.87' - a 3.03 ■ ■ ■ ■ n 2.06B ® 2.06A ■ ® E GRADE_ ® ® +43.83' c 2.02 ® NW RETAIL / RETAIL PARKING (SOUTH EN - ,,_NW RED/!EWER m a °s ® AUG 262016 a m ® 11 ® Reviews-.Y. ® a BASEMENT T.O. SLAB BECK & ASSOCIATES, PLLC +3000,- - - B +41.08' NW +50.07' NE +38.75' SW +45.4Z SE +43.83' AVERAGE GRADE B AUG 19 2016 WTZENT Cn,oFEDM 5 HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscotti@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure documents that in my professional judgment are appropriate to satisfythe. requirements of.RCW 64..55.005. through. 64. 55.090. NEY 4 W k.�HKD�A ,L S DA'A ■R REN9■ 4/22/16 PERMIT SET A8/18/16 PERMIT REVISIONS PROJECT ME- SB RRo.E1 NANRESR �BT -T REBT �A N NEER aDT ARarEcr 8117 REGISTERED ARCHI T SCOTT A. B R STATE OF WASHINGTON BUILDING SECTIONS R14001.00 APRI L 22, 2016 PR6E<T NFIMGM RA1 W C. kp �' j gig VU %EET NINE■ f SS0CIA ' Al2 SET ELEVATION / SECTION KEYNOTES 1.01 FIBER CEMENT LAP SIDING 4"EXPOSURE 1.02 PREFINISHED FIBER CEMENT PANEL 1.03 METAL REGLET 1.04 FIBER CEMENT TRIM BOARD 1.06 TILE O/ WP MEMBRANE 2.01 CONCRETE DECK 2.02 CONCRETE 2.03 CONCRETE REVEAL 2.04 DECORATIVE TILE 2.06A BRICKTYPE'A' 2.06B BRICKTYPE'B' 2.07 STRUCTURAL FOAM 2.08 PRECAST CONCRETE 2.09 DECORATIVE STAMPED CONCRETE 3.01 PTO STEEL GUARDRAIL W/ S.S. CABLES 3.02 PTO MTL CAP FLASHING 3.03 PTO STL CANOPY 3.04 STEEL / WOOD DECK PARTITION 3.05 PTO STL W/ WOOD TRELLIS 3.07 PTO SOFFIT CORBEL 4.01 ALUMINUM STOREFRONT 4.02 ALUMINUM GLAZED SECTIONAL DOOR 4.03 VINYL WINDOW 4.04 PTO MTL LOUVER 4.05 PTO MTL EXHAUST VENT WALL SECTION AT SOUTHEAST RETAIL 1 /2" = 1'-0" 0 1 2 4 MAXIMUM ALLOWABLE HEIGHT THIRD FLOOR T.O. PT SLAB SECOND FLOOR T.O. PT SLAB — 54.87' — SE RETAIL T.O. PT SLAB �+42.10' BASEMENT SLAB _ RECEIVED APR 2 5 2016 BUILDING HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.cem PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure documents. that,irt my professional judgmentare appropriate, to satisfy the requirements of:RCW 64..55.005. through. 64.55:090. DAZE R[x90N 4/22/16 PERMIT SET 1— aR.. SB PRuctt ..-R SB PRactt .waincr SB PRuac* — Na- DT aEt< NIMIEtt ff 8117 REGISTERED ARCHI T ._OTT A. B R STATE OF WASHINGTON E IEWED 262016OCIATES, PLLC r. WALL SECTIONS PR"Eti H0. 14001.00 APRIL 22, 2016 PRAECI NE1 — A4. SET MAY 062016 BECK & ASSOCIATES, PLLC ELEVATION / SECTION KEYNOTES 1.01 FIBER CEMENT LAP SIDING 4"EXPOSURE 1.02 PREFINISHED FIBER CEMENT PANEL 1.03 METAL REGLET 1.04 FIBER CEMENT TRIM BOARD 1.06 TILE O/ WP MEMBRANE 2.01 CONCRETE DECK 2.02 CONCRETE 2.03 CONCRETE REVEAL 2.04 DECORATIVE TILE 2.06A BRICK TYPE W 2.06E BRICKTYPE'B' 2.07 STRUCTURAL FOAM 2.08 PRECAST CONCRETE 2.09 DECORATIVE STAMPED CONCRETE 3.01 PTD STEEL GUARDRAIL W/ S.S. CABLES 3.02 PTD MTL CAP FLASHING 3.03 PTD STL CANOPY 3.04 STEEL / WOOD DECK PARTITION 3.05 PTD STL W/ WOOD TRELLIS 3.07 PTD SOFFIT CORBEL 4.01 ALUMINUM STOREFRONT 4.02 ALUMINUM GLAZED SECTIONAL DOOR 4.03 VINYL WINDOW 4.04 PTD MTL LOUVER 4.05 PTD MTL EXHAUST VENT WALL SECTION AT RESIDENTIAL ENTRY 1 1 /2" = 1'-0" 0 1 2 4 I UNIT 203 I MAXIMUM ALLOWABLE HEIGHT _ THIRD FLOOR T.O. PT SLAB - +63.96 _ SECOND FLOOR T.O. PT SLAB - — +54.8T WEST RETAIL 106 1- 4 2.O6B R AVERAGE GRADE +43.89 I � 9 CONC WALL - — 4+42.67' - I 47 46 . IITII, I�III��Jm�rnl�.m!m- RESIDENTIAL LOBBY +39.60' BASEMENT SLAB_ I— I R iIII�TITI -i 4� l_r—IITRECEIVED �APR 25 2016 I11.11 WIIITi I TL Ti 111i11 lli ¶ BUILDING HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: bcyerscotti@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosuredocuments: that.: in my professional judgment are appropriate to satisfy the: requirements of RCW 64::55.005.. through. 6a.54:;:09:6. ur MNP 4F� IFNL $w B.NrE NEnaox 4/22/16 PERMIT SET P-CT NECmR SIB P 6.ECT MAN- SB SB DT manEtt 8117 REGISTERED ARCH I T SCOTT A. B R STATE OF WASHINGTON =by:-- BEC�KK WALL SECTIONS 14001.00 NaTE APRIL 22, 2016 n-T NEMCNN - -ET NMMBE" A4 ■ SET MAY 062016 BECK & ASSOCIATES, PLLC ELEVATION / SECTION KEYNOTES 1.01 FIBER CEMENT LAP SIDING 4"EXPOSURE 1.02 PREFINISHED FIBER CEMENT PANEL 1.03 METAL REGLET 1.04 FIBER CEMENT TRIM BOARD 1.06 TILE O/ WP MEMBRANE 2.01 CONCRETE DECK 2.02 CONCRETE 2.03 CONCRETE REVEAL 2.04 DECORATIVE TILE 2.06A BRICK TYPE W 2.06B BRICKTYPE'B' 2.07 STRUCTURAL FOAM 2.08 PRECAST CONCRETE 2.09 DECORATIVE STAMPED CONCRETE 3.01 PTD STEEL GUARDRAIL W/ S.S. CABLES 3.02 PTD MTL CAP FLASHING 3.03 PTD STL CANOPY 3.04 STEEL / WOOD DECK PARTITION 3.05 PTD STL W/ WOOD TRELLIS 3.07 PTD SOFFIT CORBEL 4.01 ALUMINUM STOREFRONT 4.02 ALUMINUM GLAZED SECTIONAL DOOR 4.03 VINYL WINDOW 4.04 PTD MTL LOUVER 4.05 PTD MTL EXHAUST VENT WALL SECTION AT SOUTHWEST RETAIL 1 1/2" = 1'4' 0 1 2 4 A 1 I I I I I I I I UNIT UNIT 204 WEST RETAIL 106 �l - - - - - - 2.02 ------------- MAN z.oa 6 11 s e: inI�Le�ILm-i7NI1 �l�JiI.Ii r=mI rLrui_IlliTiui=n ni mi� �i�-u�iT�,4,_ue =Fr�u - aam i-m=1u ni am�Tem�iu4T=ril m�m u T-u1 r:7. ,i - a rcimm-Tl ai umtMu tT1d.!31y2u L �� i 1-.a�ii41ij'O ImiTi iilln> uiTiT` Tim i iT n u �l i ui 7i ALLOWABLE TOWER ELEMENT PER ECDC 16.43.030.C.3A - Iftl.89'(SEEAli ROOFPLAN-A2.047 w m 0 o rn MAXIMUM ALLOWABLE HEIGHT +73.69' THIRD FLOOR T.O. PT SLAB v+63.9F SECOND FLOOR T.O. PT SLAB - +54.BT - _ AVERAGE GRADE _ $+43.89 T.O. CONC WALL _ +42.6T SW RETAIL SPACE +39.60' SW RETAIL SPACE (AT ENTRY) +39.00' BASEMENT SLAB RECEIVED +30.00' APR 2 5 2016 w radii-iii BUILDING HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The iun dersigned has provided. buildingenclosures>documen"ts that-in'my professional judgment are appropriate to satisfy the requirements of RCW-64.55.005 through. 64,55A-90. KEY WP 4/22/16 PERMIT SET PROACT WE SB PR CT MANAGER SB PSBT ARaiTECT P-T RAM MEMBER DT MCIMRCr 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATES, PLLC WALL SECTIONS PR14001.00 MAAPRIL22, 2016 P-7 NERNRN PAN ..T NMMRER A4.03 SET MAY 062016 BECK & ASSOCIATES, PLLC ELEVATION / SECTION KEYNOTES 1.01 FIBER CEMENT LAP SIDING 4" EXPOSURE 1.02 PREFINISHED FIBER CEMENT PANEL 1.03 METAL REGLET 1.04 FIBER CEMENT TRIM BOARD 1.06 TILE O/ WP MEMBRANE 2.01 CONCRETE DECK 2.02 CONCRETE 2.03 CONCRETE REVEAL 2.04 DECORATIVE TILE 2.06A BRICK TYPE W 2.06B BRICK TYPE'B' 2.07 STRUCTURAL FOAM 2.08 PRECAST CONCRETE 2.09 DECORATIVE STAMPED CONCRETE 3.01 PTD STEEL GUARDRAIL W/ S.S. CABLES 3.02 PTD MTL CAP FLASHING 3.03 PTO STL CANOPY 3.04 STEEL / WOOD DECK PARTITION 3.05 PTO STL W/ WOOD TRELLIS 3.07 PTO SOFFIT CORBEL 4.01 ALUMINUM STOREFRONT 4.02 ALUMINUM GLAZED SECTIONAL DOOR 4.03 VINYL WINDOW 4.04 PTO MTL LOUVER 4.05 PTO MTL EXHAUST VENT MAXIMUM ALLOWABLE HEIGHT Tr1P PI GTr UNIT 311 UNIT 211 n4.81 AVERAGE GRADE PHASE PHASE (SUBJECT OF THIS SUBMISSION) (UNDER CONSTRUCTION) I EX -A I a/ PARKING GARAGE 111 I 46 PHASE 2 COMMERCIAL PARKING (SOUTH END) PARKING LM PHASE 2 BASEMENT SLAB _ &00' II EI11 11 lI IID-Iall ul 1II-Hall uhll ill nl li 111d11=L Ln ID' IILI�II_II �� II��.-II�ITIIII II IIT-1-1111 11T1�I IHu lllaTl�nGUlN.ul��il�l � ll-nl�Il=lTi�ulmlu ll � l WALL SECTION PHASE 2 / PHASE 1 (EXISTING) SLAB TRANSITION 1 /2" = 1'-0" 0 1 2 4 PHASE 1 LEVEL 4 T.O. PT SLAB I +67.10' PHASE 1 LEVEL 3 T.—O. PT SLAB ++58.39' PHASE 1 LEVEL 2 T.O. PT SLAB — I �+49.89' PHASE 1 COMMERCIAL PARKING I �+40.51' PHASE 1 BASEMENT SLAB M. —+31.00' ''; �` 1—III III IILm=j11 II r -W TI-lll III 111 III Ill T m II _� RECEIVED �I-W i-� L ��i II 1J ID L�L-II T�l� 11�1��W H III W-I.11 1J-W 1 ill- IO TI 1- I -Il l 11 l I _l1 II -II IJ L-I-III III -I I_ III-IIFi l l-III III III III -III III II -III H ] IIH I r -[F-III III III_III II Ti-W-I11=J1 1d��.p- LII IJ III=1Tl-A LTI a 1= 11 I-N-II=111-1 III-IlldlL=1 11-I L=I =i loll=1�I=III-LI=ll1=07-m a ul 1�LI�L=m m-��I=Bj=iii APR 25 2016 r�- I IIL _ 1�11 �TII� I II II -II -II II IIm111I41�T_I I I --II IL`11-��1 J I�l�ltl 111-I�F�1�1=1u II I - - -- -_--- -- - -----1 BUILDING HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure, documents that in myprofessional: judgment are appropriate. to satisfy:the-requirements of RCN 64..55.005. through. -69. 55:09b.. NET MRP tk� .A Um RFN9IX1 4/22/16 PERMIT SET PRUCT ME— SIB RMCT MAN-R SB PSBNT ARCNT Y MEMBER DT ARgtllEti 3 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATES, PL-C WALL SECTIONS NWdtR N0. 14001.00 APRIL 22, 2016 PRAENT Nn— 'Am A4 nA SET MAY 062016 BECK & ASSOCIATES, PLLC ELEVATION / SECTION KEYNOTES PHASE2 PHASE (SUBJECT OF THIS SUBMISSION) (UNDER CONSTRUCTION) 1.01 FIBER CEMENT LAP SIDING 4'EXPOSURE 1.02 PREFINISHED FIBER CEMENT PANEL 1.03 METAL REGLET 1.04 FIBER CEMENT TRIM BOARD 1.06 TILE 0/ WP MEMBRANE 2.01 CONCRETE DECK 2.02 CONCRETE 2.03 CONCRETE REVEAL 2.04 DECORATIVE TILE 2.06A BRICKTYPE'A' 2.06B BRICK TYPE'B' 2.07 STRUCTURAL FOAM 2.08 PRECAST CONCRETE 2.09 DECORATIVE STAMPED CONCRETE 3.01 PTD STEEL GUARDRAIL W/ S.S. CABLES 3.02 PTD MTL CAP FLASHING 3.03 PTD STL CANOPY 3.04 STEEL / WOOD DECK PARTITION 3.05 PTD STL W/ WOOD TRELLIS 3.07 PTD SOFFIT CORBEL 4.01 ALUMINUM STOREFRONT 4.02 ALUMINUM GLAZED SECTIONAL DOOR 4.03 VINYL WINDOW 4.04 PTD MTL LOUVER 4.05 PTD MTL EXHAUST VENT MAXIMUM ALLOWABLE HEIGHT THIRD FLOOR T.O. PT SLAB —$;W_ SECOND FLOOR T.O. PT SLAB 4_- — — PHASE 2 COMMERCIAL PARKING +440 067 — PHASE 2 BASEMENT SLAB_ _ +30.00' PHASE 1 RAMP LANDING +53.87' — — \ . T.O. CONIC STEM WALL +53+53.53' PHASE 1 LEVEL 2 T.O. PT SLAB +49.89' PHASE 1 P.O. LOADING DOCK �+41.635' PHASE 1 BASEMENT SLAB __$_-31.00 _ RECEIVED APR 2 5 2016 BUILDING HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure documents that irC my _professional judgment: are appropriate to o -satisfy the requirements of-RCW 64.: 55.005. through. -64.55.090. CA2 NEN9IX 4/22/16 PERMIT SET SB PNoccl unxA¢N SB PNaEcr ANcxirtn SB PNCrC1 1EAx .00- DT CNECN ANCa,Ftr 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed by: BECK & ASSOCIATES, PLLC nnE WALL SECTIONS aEcr xo. 14001.00 APRIL22, 2016 PRAECr NE1NUfNI PAm WEET N-1 A4 Er^ ; SET MAY 062016 BECK & ASSOCIATES, PLLC =1 1_o, 0 1 2 4 ELEVATION / SECTION KEYNOTES 1.01 FIBER CEMENT LAP SIDING 4"EXPOSURE 1.02 PREFINISHED FIBER CEMENT PANEL 1.03 METAL REGLET 1.04 FIBER CEMENT TRIM BOARD 1.06 TILE 0/ WP MEMBRANE 2.01 CONCRETE DECK 2.02 CONCRETE 2.03 CONCRETE REVEAL 2.04 DECORATIVE TILE 2.06A BRICK TYPE W 2.06E BRICKTYPE'B' 2.07 STRUCTURAL FOAM 2.08 PRECAST CONCRETE 2.09 DECORATIVE STAMPED CONCRETE 3.01 PTO STEEL GUARDRAIL W/ S.S. CABLES 3.02 PTO MTL CAP FLASHING 3.03 PTD STL CANOPY 3.04 STEEL / WOOD DECK PARTITION 3.05 PTD STL W/ WOOD TRELLIS 3.07 PTD SOFFIT CORBEL 4.01 ALUMINUM STOREFRONT 4.02 ALUMINUM GLAZED SECTIONAL DOOR 4.03 VINYL WINDOW 4.04 PTD MTL LOUVER 4.05 PTD MTL EXHAUST VENT WALL SECTION NORTHWEST RETAIL 1 1/2" = 1'-0" 0 1 2 4 MAXIMUM ALLOWABLE HEIGHT -$.7f89 - — THIRD FLOOR T.O. PT SLAB _$;6395' - UNIT 302 UNIT 202 SECOND FLOOR T.O. PT SLAB I Mill a m 23 4 �i JI-L1=1L N if im IL - - z o WEST RETAIL CJ 1 1 11 11 1 IBC -1� w- �' o r o I I JL L AVERAGE GRADE - _$Z189' - - am_ ''- -- - -�— 77 T.O. CONC WALL - - - - - +q2 67' WEST RETAIL 106 47 r II III II=III III II =1 - FBI m L Il >�T_I�II II m Il= Illall ' - - — *+39.60' - 46 v PARKING B106 11 45 BASEMENTSLAB °. -In. aTi==TeIIT�i=��1Ti=fI�11 �.=111=J-=Ill-1J1-111=Il-=1[ =Ilj=1lTl=1Ti=-_III =M M . . , .. . ITiJll%TI1 71iI�1 Tl III T 1 ii11I11 lrl 1T1T11Ti uL L I - -T... —r—III—III--1u-1=III—II I_III—III�II—III—III=III—III�II—III-1—JI-1u—II—ITI e, q .. .. IB I� L—I l ld—JIIT-rLm=m-rL=� LI�I=111=1 ��—IT=TII=TI-aiII� ':: •-. '' . T.O. CONC WALL +42.67' NW RETAIL SPACE RECEIVED APR 2 5 2016 BUILDING HALLER ARCHITECTS LLC 12216 Cerliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure's documents that, in'my__Professional judgment areappropriate: to satisfy the, requirements of-RCW 64.55..005, through.. 69,55:090. KEY u s 4/22/16 PERMIT SET PR0.ECT Di.— SB PRD{CT MNI.U£R SB PR—T mpIMECT SB PRDrCT — MEMBER DT �gmEm 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATES, PLLC WALL SECTIONS 14001.00 D<rt APRIL22, 2016 PRDEti NEmdtlt — %UT NWBEI A ■ . 0 SET 1�av L. MAY 062016 BECK & ASSOGAT6, PLL C 7 P I MAXIMUM ALLOWABLE HEIGHT +73.89' THIRD FLOOR T.O. PT SLAB �t33.95' SECOND FLOOR T.O. PT SLAB �+54.8T AVERAGE GRADE SE RETAIL T.O. PT SLAB +12.10' _ — BASEMENT SLAB `$`-+30.00' WALL SECTION TYPICAL ALLEY UNIT AT DECK 1 /2" = 1'-0" 0 1 2 4 ELEVATION / SECTION KEYNOTES 1.01 FIBER CEMENT LAP SIDING 4"EXPOSURE 1.02 PREFINISHED FIBER CEMENT PANEL 1.03 METAL REGLET 1.04 FIBER CEMENT TRIM BOARD 1.06 TILE O/ WP MEMBRANE 2.01 CONCRETE DECK 2.02 CONCRETE 2.03 CONCRETE REVEAL 2.04 DECORATIVE TILE 2.06A BRICK TYPE W 2.06B BRICKTYPE'B' 2.07 STRUCTURAL FOAM 2.08 PRECAST CONCRETE 2.09 DECORATIVE STAMPED CONCRETE 3.01 PTO STEEL GUARDRAIL W/ S.S. CABLES 3.02 PTO MTL CAP FLASHING 3.03 PTD STL CANOPY 3.04 STEEL / WOOD DECK PARTITION 3.05 PTD STL W/ WOOD TRELLIS 3.07 PTD SOFFIT CORBEL 4.01 ALUMINUM STOREFRONT 4.02 ALUMINUM GLAZED SECTIONAL DOOR 4.03 VINYL WINDOW 4.04 PTD MTL LOUVER 4.05 PTD MTL EXHAUST VENT XIMMAUM ALLOWABLE HEIGHT +73.89' TOP PLATE UNIT 310 I I I q `� 46 12 THIRD FLOOR T.O. PT SLAB I �+63.96 I I I to UNIT 210 I 112 BASEMENT SLAB -+30.00' — „e ni; lL u m in a ID I I u— ID— uL�,, i-IDi T,n �Tlu-n WALL SECTION TYPICAL ALLEY UNIT 1 /2" = 1'-0" RECEIVED APR 25 2016 BUILDING HALLER ARCHITECTS LLC 12216 Curtiss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottiggmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC mfie -undersigned has provided building enclosure documents that irc my professional - judgmentare-appropriate tusatisfy- the.. requirements of>RCW 64..55.:005. through. 64.55.090. MR REN9IX1 4/22/16 PERMIT SET 1—o ME— SB PRBxCT MAN— SB PRO 7 ARCNmCT SB PX(AECI TEAK MEMBER DT CxECK ARCH 8117 REGISTERED ARCHIT T SCOTT A. R R STATE OF WASHINGTON REVIEWED AL'J 2E.J,o I Reviewao may. �-. BECK &ASSOCIATES, PLLC Rue WALL SECTIONS PR cT xo. 14001.00 BATE APRIL 22, 2016 PI—T NETRdtlt — .UT NB - A,n SET MAY 062016 BECK & ASSOCIATES, PLLC ELEVATION / SECTION KEYNOTES 1.01 FIBER CEMENT LAP SIDING 4" EXPOSURE 1.02 PREFINISHED FIBER CEMENT PANEL 1.03 METAL REGLET 1.04 FIBER CEMENT TRIM BOARD 1.06 TILE O/ WP MEMBRANE 2.01 CONCRETE DECK 2.02 CONCRETE 2.03 CONCRETE REVEAL 2.04 DECORATIVE TILE 2.06A BRICKTYPEW 2.06E BRICKTYPE'B' 2.07 STRUCTURAL FOAM 2.08 PRECAST CONCRETE 2.09 DECORATIVE STAMPED CONCRETE 3.01 PTD STEEL GUARDRAIL W/ S.S. CABLES 3.02 PTD MTL CAP FLASHING 3.03 PTD STL CANOPY 3.04 STEEL / WOOD DECK PARTITION 3.05 PTD STL W/ WOOD TRELLIS 3.07 PTD SOFFIT CORBEL 4.01 ALUMINUM STOREFRONT 4.02 ALUMINUM GLAZED SECTIONAL DOOR 4.03 VINYL WINDOW 4.04 PTD MTL LOUVER 4.05 PTD MTL EXHAUST VENT MAXIMUM ALLOWABLE HE -$ B9 — — THIRD FLOOR T.O. PT SLAB SECOND FLOOR T.O. PT SL +54 87 — — AVERAGE GRADE WEST RETAIL SPACE -$&i, — — — BASEMENTSLAB �0l — — — WALL SECTION SOUTHWEST RETAIL RECEIVED APR 2 5 2016 BUILDING HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned hasprovided building enclosuredocuments that in my professional judgment areappropriate - tolsatisfy the requirements ofRCW 64.55.005 through. 64.55_090. DAIS KAM 4/22/16 PERMIT SET PRp,Ett pRRGidi SB PRaSCi YAXAIiR SB PRD2C1 AXCx.1 RR0.CB PC1 ...- DT ARDxRCt 8117 REGISTERED ARCHIT T SCOOT A. B R STATE OF WASHINGTON REVIEWED AUG 2e2016 Reviewed By: BECK & ASSOCIATES, PLLC nn>; _ WALL SECTIONS xa 14001.00 APRIL 22, 2016 PR 1 NEMDRx PA. A4.08 SET RECEIVED MAY 062016 1 /2" = 1'-0" 0 1 2 4 WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED (ti-HR REQ'D) GA FILE NO. WP 3820 1 GENERIC: 2-HOUR 55 to 59 STC GYPSUM WALLBOARD, WbOb STI 1bS FIRE SOUND, Base layer 5/9' type X gypsum wallboard or gypsum veneer base applied atiight angles to each side cf double tow of 2 x 4 wood scuds,16" o. c. on separate plates 1" apart with 6d'Coated nails, 1 718" long, Oa)BS" shank, 1W heads; 24" o.c. Fees layer 518" type X gypsum wallboard or gypsum veneer base applied at tight angles to each side, with 8d coated nails. 2 3/8" long, 0.100" shank;. 114' heads,_ 8` o.c.. [IV\] Joints staggered 16" each layer and side: Sound tested with 3'1/2" glass fiber Insulation stapled to studs in stud spaces on one side and with naffs for base layer spaced 6" D.C. Horizontal bracing required at mid -height. (LOADaEARING): Thickness- 9D314°' Approx. Weight: 13 lost Fire Test ' SeeWP 4135 ,(FM WP 360, 9..27-74) Sp .ntt Test: NGC 3056, 4-7-70 DATmtn• mnru IPRS• FIRE 2HOUR(1HRONLYREUD) A FIRE GA FILE NO. WP 3820 B STC 55-59 C D UUNIT DEMISING WALL WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED GA FILE NO. WP 3514 GENERIC 9 HOUR 35 to 89 STC GYPSUM WALLBOARD, WOOD STUDS FIRE SOUND One layer 5{8'' type, X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2x 4 wood studs 16" o.c with 1 T74" Type W drywall screws 12°4 d.c. :-. . Joints staggered 16" on opposite sides:{LOAD-BFE,RIPIG) Thickness: 4.314" Approx. Weight: 1 pal Fire Test- "SWRI.01.4511. B-19-92 Sound Test: See-WO:3520 (G&H NO-246FT, 7-2.65) DATtAm• AMINFIFRS• FIRE 1 HOUR / NON -RATED A SUBSTITUTE 2 X 6 STUDS, ADD R-21 INSULATION FIRE GA FILE NO. WP 3514 B STC 35-39 C D WOOD FRAME INTERIOR PARTITION FIRE AND SMOKE PROTECTION FEATURES TABLE 721.1(2) RATED FIRE -RESISTANCE PERIODS FOR VARIOUS WALLS AND p;4RwioNs,i, i MINIMUM FINISHED THICKNESS FACE -TO - MATERIAL ITEM CONST140C IIJIN FACE°{Inchon] NUMBER 4 - 3 21 - 1 genre ,hours hours I hour Sil ceousdggregatecunlorele TO 6-2 '5.0 3:5 4, Solid con- CATI)nnafe aggTegatc concrete 66 5,7 4¢6 3:2 crete^ q-I.t Sand -lightweight concrete. 5.4. 4.6 '7 8 2.7 Lightweight concrete. 5.1 4.d 16 unnIFIFRC• FIRE 2 HOUR (SEE PLANS) A GWB & HAT CHANNELS ON BOTH SIDES FIRE IBC 2012 -TABLE 721.1(2)4-1.1 B STC NA C D ❑5 CONCRETE WALL WITH FURRING RATING* WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED; GA FILE NO. WP 39110: G)zNIERIC 2 HOUR - 5d to 54 STC GYPSUM (WALLBOARD, WOOD STUDS FIRE- SOUND( Base layer 518" yp-s X gypsum.watiboard.orgypsum veneer base applied at right angles to each side of 2 x 4:wood studs Ur o.c." staggered W o.c. on 2 x 6 wood plates, With 6d coated nails, 17/8" lorigr 0,0861shank, 1/4" heads, 24" o.c Face layer 518" type X gypsum wallboard or gypsum veheer base applied at rightenglas to each side with Odi cooled nails,.2 3/$" long,. CAS 13' shank, 9132" heads, 8" o-c: Joints wagg@red 16". each layer a nd sltle:.Sgund tested'wlth nalis for base layer spaced 6" ex.;Horizontal bracing required at mid-fieight. (LOAD -BEARING) " Thkoii Ss;..;S 89 Approx Weight; ' 13 lost Firs Taal. See WIR 413E (FM WP 3615 9�27+lit) Sound Test;: NGC 2377; &1.9=70 MODIFIERS* FIRE 2 HOUR A FIRE GA FILE NO. WP 3910 B STC 50 54 C D WOOD FRAME SHAFT / CORRIDOR WALL RdTIMr:• 2 X 6 WOOD STUDS @ 16" O.C. OR 2 X 8 STUDS IF PIPE DIA. IS 4" OR GREATER 5 1/2" ACOUSTIC BATT INSULATION - FRICTION FIR BETWEEN STUDS SEE PARTITION TYPE'T FOR ADDITIONAL INFORMATION "MIPIFRS• FIRE 1 HOUR A FIRE GA FILE NO. WP 3514 B STC 35-39 C D ®WOOD FRAME INTERIOR PLUMBING PARTITION 4,. d 7/8" HAT CHANNELS @ 16" O.C. d CONCRETE WALL - THICKNESS PER STRUCTURAL (1) LAYER 5/8" TYPE'X' GWB d WEL a a ;om tY t p t / h_ W Z I— h Z VARIES - SEE STRUC 6" MIN 11 WALL TYPE V (W/ADDITIONAL PROJECT SPECIFIC II 4. °. d °I I CONCRETE WALL -THICKNESS PER ° STRUCTURAL ° d ° CEMENT SIDING PER ELEVATION WRB d - 1/2" X 1 1/2" PT FURRING STRIP @ 8" d O.C. °Q I SEE PARTITION TYPESFOR W ADDITIONAL INFORMATION OVARIES - SEE STRUCK 6" IN RATING: MODIFIERS: FIRE 2 HOUR SEE PLANS) A SUBSTITUTE 1"X 1117 PT FURRING STRIP FIRE IBC 2012 -TABLE 721.1(2) 4-1.1 B STC NA C D APR 2 5 2016 ©EXTERIOR FURRED WALL AT CONCRETE MI III HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmaii.com Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC Theundersigned has provided< building- enclosuredocuments_ that in thy professional: - judgmentare appropriate to satisfy the requirements of.RCW-64.55.005 through. -64-55.-090. M. _.. 4/22/16 PERMIT SET —cr .1-1 N SB PNorcT MAN— SB vnaxcr Avairzcr SB P MMM9N DT " era —.1-r e117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 2620% Reviewed By: BECK & ASSOCIATES, PLLC BUILDING ASSEMBLIES N 14001.00 cAAPRIL22, 2016 vxaccr mrwaa PAm aEET N .. A5 SET MAY 062016 BECK & ASSOCIATES, PLLC CEMENT BOARD SIDING PER ELEVATION WRB I I I. I I I R-21 MINERAL FIBER BATT INSULATION I. I I I' I 2 X 6 FRAMING RATING: MODIFIERS: FIRE 1 HOUR A FIRE SEE WALL TYPE 22 B R-VA R-21 C U-VA 0.054 D ®WOOD FRAME EXT - CEMENT PANEL SIDING 4 STC - 40 *�/�V5 N +� IAISound Test#. 3ased nn N6C"2E7 ., P 1 1"(25.4 mm) x 24Y"YFire-Shield Shaftliner installed between flanges of 271/2" steel I -studs, C-H studs, or C-T studs 24„ ,o,c. Base' layer fi. (7z 7 mm) Fire -Shield C Gypsum Board applied horizontally to studs on side opposite shaftliner panel with I' type 5 screws 24x` o.c. Face layer 1/2" Fire -Shield C Gypsum Board applied verticallyWith 1-5/8" type 5 screws �t; Link ta_PDF file 12" o.c. Jointssaiggeredbetween layers- Link to .DWG file sound'test'With 1-112" ritirTeral woof iir fiberglass insulatiorl in stead Link to .Di Gfrext file cavity =STC 47 i NGSC-2 6 AAnn1FIFR5• FIRE 2 HOUR A FIRE GAFILENO.WP7051 B STC 47 C D T2 HOUR SHAFT WALL - MTL STUD LAP CEMENT BOARD SIDING PER ELEVATION WRB R-21 MINERAL FIBER BATT INSULATION 2 X 6 FRAMING RATING: MODIFIERS: FIRE 1 HOUR A FIRE SEE WALL TYPE 22 B R-VA R-21 C UNAI 0.051 D 12 WOOD FRAME EXT - CEMENT LAP SIDING SEE ALSO DETAIL 9/A5.4A FOR ADDITIONAL INFORMATION d 1A_(1) A 2"'Z' GIRTS @ 16" O.C. QCONCRETE REVEAL PER ELEVATIONS 2" RIGID (R-13) POLYISO INSULATION CONCRETE WALL LAYER 1/2" TYPE 'X' GWB O SEE PARTITION TYPE'5' FOR ° ADDITIONAL INFORMATION 1yARIES - SEE STRUCI. RATINn• MnnIFIFRS• FIRE 1, 2 & 3 HOUR (SEE PLANS) A CONCRETE ONLY- DELETE Z GIRTS, INSUL & GWB FIRE IBC 2012 -TABLE 721.1(2)4-1.1 B 2 X 4 FURR, Y INSUL, DRAINAGE MAT, WP MEMBRANE RNAI 12.1 C 2X4FURR,3"INSUL, GWB U-VAI 0.083 D ADD WRB, SAF STRIP, FURRING, SIDING -SEE TYPE 8 ffCONCRETE WALL WIMETAL STUD FURRING WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE GA FILE NO, WP 1072 1 1 GENERIC 1 HOUR 45'to 49 STC FIRE SOUND GYPSUM WALLBOARD, STEEL STUDS One layer 518" type X..gypsum wallboard or gypsum veneerbase applied parallel or at ` rig9:t angles to each side. of 3 518' steel studs 24" o.6. with 1" Type S drywall screws S .� O.C. at vertical joints and 12' o.c. at floor and cell Ing turners 8hd intermediate studs 1 Joints staggered 24' on ,each side and on opposite sides. Sound tested vdth 3112" glass fiber klallon fit in stud space. NIUS) Thickness: 4 7/8" Limiting Height: Refer to Section IV Approx. Welght: 6 psf Fire Test: See WP 1200 (FM. WP-45, 6-19.68: OSU T-1770, 8-dl, LLC 79T484, 79T600, 79T4S7;' 8-12-81, ULC Design W415) OATMIC MODIFIERS: Sound Test: NRCC.816-NV, 2:$-81. FIRE 1 HOUR A 6" MTL STUDS I R-22INSUL/ 1/2" PLYWD FIRE GA FILE NO. WP 1072 B ADD 1/2" PLYWD W/ACOUSTIC INSUL STC 45.49 C DELETE INSULATION D T METALSTUDS/R-22INSULATION 13 METAL PARTITION EMULSIFIED ASPHALT ° MIRROR DRAIN �I LAGGING WHERE OCCURS CONCRETE WALL ° SEE PARTITION TYPE'5' FOR ADDITIONAL INFORMATION 0 Z OVARIES - SEE STRUCK 8" M Pj r RATINr;• MODIFIFRS• FIRE 1, 2 & 3 HOUR (SEE PLANS) A DELETE SHORING FIRE IBC 2012 -TABLE 721.1(2) 4-1.1 8 JADDINSULATION / GWB PER PARTITION TYPE 10 STC NA C SUBSTITUTE 10" THICK CMU FOR CONCRETE D SAME AS'B' BUT DELETE SHORING HSHORED CONCRETE FOUNDATION WALL 3 5/8" MTL STUDS @ 16" O.C. MAX ACOUSTICAL BATT INSULATION NOTE: TOP AND BOTTOM TRACK TO BE CAULKED TO CONCRETE SLAB. EXTEND WALL CONSTRUCTION TO CONCRETE SLAB U.N.O. RECEIVED APR 25 2016 2 PARTITION TYPE '13' BUILDING (W/ADDITIONAL PROJECT SPECIFIC INFORMATION) HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned :has provided building enclosure documents thatin my- professional judgment are appropriate to satisfy the requirements of`-RCW- 64..:55.005. through 64.55:.o9o. xfr N4P LCA` dam` S! .T•A. D11E RFNSIDX 4/22/16 PERMIT SET PRDdmcl gXEc SB P—m N..- SB PRoan u+mirzcr SB PRWECI ft44 Nf44[R DT DIrDx MtNYCi 5[ 6117 REGISTERED ARCHI T SCOTT A. B R STATE OF WASHINGTON RED/IEWED AUG 26204 R-iewsa BY: BECK &ASSOCIATES, PLLC BUILDING ASSEMBLIES PR 14001.00 D.rt APRIL 22, 2016 P—Cr NE1xORR PR A5.01 ._SET t`1_, MAY 062016 BECK & ASSOCIATES, PLLC (Contifik i) P.--� TABLE 721.1(2) 152 20'12INTERNATIONAL BUILDING 000@® RATING: MODIFIERS: 14 TYP INTERIOR PARTITION: METAL STUD edges and 12" on center at intermediate seEids. 13. Ngncambusii" We attzds-iitteTivr ` 0.018" (iVa: 2S carban sheet stet3l Bagel channel -shaped sLitds 25" on Center with Iwo partilioriwi[h gyp- fitll-len tti'eye- of 4," Type X � g gypsulT, xvallbQertl applied vertitatly each side::First cam wallboard layer agachec7 with 1 "•tpng, N1T, 6 dty'w•all sctews, S'' ory center ad the perinteter-arrd. eachside 13-1.3 12`' on t:enteron the intermediatestud. Second;layer applied with.vercicnl joints offset gne5tl1d 5paGC trOtT1�lSt layeC aSing:.''/5/y�lang. t�tD.b'KlT�j`t5'a!'SCCCWS Sj7aCCd 9"0[F C6ntCr alglLgYCr'tIC&1jO1ntS, 12'�, Ofl CCnCec at intermediate studs grid 24" oacei[Nr {E[ang�iKip FIRE WALLS AND 1 HOUR A FIRE IBC 2012: TABLE 721.1(2) ITEM 13-1.3 B STC NA C D DATIAI! INTERIOR PARTITIONS, WOOD-FRAMED AFILE NO-. WR 413t3 GENERII�' 2 HOUR �111 to 44 STC GYPSUM WAt:t:.�t5AFt1�, WOOD STUDS FIRS layer 5/8" type X gypsum wallboard or veneer base appliQd,parallel or; at tight: angles to each side of 2 x 4 woad studs 16" a.c. with 1 114° Type W drywall screws 12° , o.e. Face layea 518" type X gypsum wallboard or veneer base applied parallel. or atTtght angles to each side with, 1718" Type W;d'rywallscreuv$l12"o:c.aridgft'set6":frm g. screws in base layer. Joints staggered 16" sash layerand slide: (LOAD-BEARING) Adr1fNFIFRC• FIRE 2 HOUR A DELETE INSULATION FIRE GA FILE N0. WP 4136 B SUBSTITUTE 2 X 6 STUDS, ADD R-21 INSULATION STC 40-44 C D 15 WOOD SHAFT PARTITION 2112" ACOUSTIC INSULATION CEMENT SIDING PER ELEVATION WRB o SEE PARTITION TYPE'9' FOR ADDITIONAL INFORMATION RATING: MODIFIERS: FIRE 2 HOUR A FIRE GA FILE N0. WP 7051 B STC 5054 C D 761Jokness:' 6;1Pb" Apprax. Weight 12 psf Ftie Test_ $'WR101-5S2t)-614;12-5=34 Sixlnd,Test:< SeeNtP4135 " (NGC 2363, 4-1.70) 2 X 4 WOOD STUDS @ 16" O.C. 3 1/2" ACOUSTIC BATT INSULATION /8" TYPE 'X' GWB (2) LAYERS RATING: MODIFIERS: FIRE NIA A DELETE INSULATION LIRE NIA B STC NIA C D C402.4.1 Air baa-riers. f�:continaous'air.Uarrier shall: be provided throughout the buitding ttterrttal envelope. The air barriers shall be permitted to be Ideated on the 'reside or outside gflthe building envelope, 1pcated within Elie assemblies composing the envelope; or any combination thereof The air baniershall camply;with SectionrC442.4. is (and C402.4.1.2: Exception: Aii•barhiers are notregiiired in buildings located in Climate hones 1,'21 and 3. C402.4:I.1 Air barrier construction. The ennrintrEaus at`r•.harrier shall. be constructed to comply with the faIlotiuing:. 1. The air battier. shall be: ctinfiitiatias' for all assemblies that are the thermal envelope of the building and across the j©nts axTd •assemblies: 3. Air barrier• jltints anti st:anls shall be seated,. including sealing transitions in places and cl ranges it materials. Air barrier penetrations -shall be sealed in accordance. with .Secttoa 6402.4:2. The jointsastd seals shalt be., `securely in§taped In or on th-ejloinf far itc entirelength so as not to dislodge; looscn:ar othetwise'tnpair its ability, to resist posiivs ,'tad negative pressure fromwind, stackeffect: ,and mechanical ventilation. 3. Recessed lighting fixtures shall comply with' Seclian G404.2.8: W(tere sitinilar objects are installedK'idich penetrate the air lrstirraee; provisions shall be made to maintain the intcgt-ity`of Rhe'air bafcicr. REQUIRED AIR BARRIER CONSTRUCTION J 1/2" ACOUSTIC BATT INSULATION PARTITION TYPE '15' 7 (W/ADDITIONAL PROJECT SPECIFIC INFORMA RATINR• and the air leakage rated r'gaagC .4STM Troltune, stories s shalt lie submitted' Code Official. If the; od here, a visual. salt be conducted and d;to the extent. ��IRED AIR BARRIER TESTING IDING MATERIAL PER ELEVATION VRB 1/2" ACOUSTIC BATT INSULATION EE PARTITION TYPE'15' FOR ,DDITIONAL INFORMATION MnnIFIFRS• FIRE 2 HOUR A SUBSTITUTE 2 X 6 STUDS WI R-21 BATT INSUL FIRE GA FILE N0. WP 4136 B STC 40.44 C D 16 WOOD SHAFT PARTITION @SIDING RECEIVED APR 2 5 2016 BUILDING HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: documents Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building -enclosure - that -in myprofessonaY Judgment are appropYiate. to satisfy the requirements of-RCW64:.5a-. 005. throughc9.ss.ogo. MFY 4RP t �(NKOE A MALE REN9d1 4/22/16 PERMIT SET PR°zcl w-lon SB 1R0.JFL1 A SB PFPRCI ARMRfCI SB PRpfiCI IFAM HEMMER DT nRairzLr sE 41TAN.- REGISTERED ARCHIT T TT A. BR OF WASNINCTON REVIEWED AUu 2fi2016 Reviewed By: BECK &ASSOCIATES, PLLC BUILDING ASSEMBLIES PR02C1 H0. 14001.00 eArt APRIL 22, 2016 PRMICCI NCNRMR PMM A5.02 SET EOEi;; L MAY 062016 _.. - .n nTFC PI LC i. Concrete Blocks* — Nomi.ha1 6 by 6 by: IIS in, hall.. a, sn, id. Wadous d�esiA)ns. clasyificatiort (2 hr) :See Concrete Blocks category .for list of eligible rnamlra rturers;. ANCHOR CONCRETE PRODUCTS INC GAGNE & SON CONCRETE BLOCK INC - GLEAWOOD MASONRY PRODUCTS .. .. .. Allowaol6 compressly.e Stress or 57°1B of max allowable Compressive Stress In aCccrdance With the ernPidcal design "method. - - OLDCA57rLBAPQSOUTHIN'Of:DBAAAA0 ht ,Pl .at�base.ut.com/cgi-b n�'XYV/template/LISE T/1F IvlElsllowvpag... 10/17/201 -PRODUCTS .. .. WgStonOpK coNcRETE eLocKra INC Allowable compressive stress of 75.Gni, of max allowable compressive stress In aeeordarice with theempirical design method. -... 1. Mortar — Blocks laid In full tied of mortar, tiOW318 in. thick, of not less than 2-1/4 and not more than 3-I/2 part* of Clean sharp sand to 1 part Portland cement (Proportioned bV volume) and net more than SD pertent hydrated lime (by COmcnt volume), Vertical joints staggered, 3. Portland Cement Staccn or Gypsam Plaster — Add Af2 fir to Classiricanon it used. Attached to concrete blocks (Reim 4. roamed Plastic* — (Optional -Not Shown). — 1°1/2 In, thickmax, A ft wvede Bheathin3 attached bo ooncrete blocks (Item 1) THE DOW Tltstmaft,Llgly: Duty Insulation, Thermax Neaxy Duty l!Mwlatlon,. ThCrrnO% MIEt448W1tdIRq 008rd,'fheninew*pine Flnfsh lnsulatranr Thkrmaz'Cl Exterlor tnsulatlon,'(T.ermax lH Irdiulation,' : 'rhemrax Ptus Linea Penal and "rherrHaix HOavy l7ut y PtuS'WDP) RAnnieieUe• FIRE 2 HOUR (1 HR ONLY REQ'D) A FIRE UL DESIGN NO. U906 B STC NA C D 19 CMU WALL _.. WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE GA FILE NO. WP 1522 GENERIC 2 HOUR. ]P6,19 I 69 STC GYPSUM WALLBOARD, STEI=L STUDS FIRE s9unl� Base layer Sig type X gypsum wallboard or gypsum veneer base applied parallel or at light angles to each side0 3 518" steel stud$ 24" o.c. with I'Type S drywall screws 24 id.o. Face layer 518' type X gypsum wallboard or gypsum veneer base appKed parallel or at fight angles ttf each side with 1 SM" Type S drywall strews 1211 D.C. Joints staggered 24" each layer and Side. Sound tested with 3;112" glass .0berif Shan0t In stud space. {NCB} Thickness:- 6:1/8-" Limiting Height; Refer.to Section IV Approx. Welght: 12 psi Fire Test: See WP'1548 . (WW1-495.0236, 1-30 80) Sound Test: NRCC818-NV 2-3.81 rrl"InlPIFRe• FIRE 2 HOUR A SUBSTITUTE T METAL STUDS FIRE GA FILE NO. WP 1522 B ADD ONE LAYER 5/8" TYPE W GWB (NON SHAFT SIDE STC 5559 C DELETE INSULATION TEST D 1/2" ACOUSTIC BATT INSULATION 5/8" MTL STUDS @ 16" O.C. MAX 11 PARTITION TYPE '20' (W/ADDITIONAL PROJECT SPECIFIC INFORMATION) 5/8"" MTL STUDS @ 24" O.C. MAX APR 2 5 2016 ) LAYERS 5/8" TYPE'X' GWB CIATIAIM1 tulnnicicDQ• FIRE NIA A ADD 112" PLYWD W/ ACOUSTIC INSUL FIRE NIA B STC NIA C D RMETAL FURRED WALL HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigne0 has. provided building enclosuredocuments_ that in. my professional judgment are appropriate to satisfy the;. requirements of.RCN-64:-55.005 through. 6,4.55..090. rfr MAr `nr I� h JC OxA ' BATE REMBIR 4/22/16 PERMIT SET RRaEcr E—aaR SB .-I, MANAGER SB Ramcr Arw.IT SB RR EBT TEAM MEMBER DT 8117 REGISTERED ARCHI T SCOTT A. B R STALE OF WASHINGTON REVIEWED AWJ 2er.016 Reviewed By: BECK & ASSOCIATES, PLLC BUILDING ASSEMBLIES PR0.RCT N0. 140ol.00 BAIf APRIL22, 2016 PRBJEIT Nf1WdIX — A5.03 SET RECEIVED MAY 062015 METAL SHAFT PARTITION Design No. U356 BXUV.U356 Fire -resistance Ratings_ - ANSI/UL.263 Design/System/Construction/Assembly Usage Disclaimer + Authorities Having Iurlsdlalon should be consulted in all cases as m the particularmqui- m ents covering the Installation and use of UL CerVfied products, equipment, system, devlues, and matenal6 + Authorities Having Jurlsdo dwS should be Consulted before Construction. + Fire resistance assembles and pmduM are de,ebped by the design submlaer and have been Investigated by UL for rnmphanca with appiicabte requirements. The Published infohn,t on annut always address every-conatmclim nuance enccuntered'1. the field. + When field Issues arise, It Is mo m onoded the first coned for asalstance be he technical service staff pravlded by the. prodad manufacturer noted for the dedi n. Users of Ere resist c ambit.. are advised to ...It the general Guide hdormbtion for each product catory egand each group Of Man oil,,. The Guide tnrormatlon Includes speciflos s nosming altemate materials and alternate methods of constmctlon. • Only products which bear UL's MaM are Considered Certmed. 1 Fire -resistance Ratings - ANSI/UL263 Design No. U356 March 19, 2014 (Exposed to Fire on Interior Face Only) Bearing Well Rating - 1 Hr Fimsh Rating - 23 Min or 25 Min (See Item 2C) Load Restricted far Canadian Applications - See Guide DAM FIRI�SIDE V O HORIZONTAL - Fire -resistance Ratings - ANSVUL 263 Page 4 of 6 PASCO BUILDING PRODUCTS L L C, .04 PASCO GYPSUM - Type. QuletRock E5, 2F. Gypsum Boats- - (As an altemate to 111, 2 ) - Not to be Used With Item 7 5l8In. thick, 4 R. wide, paper surfaced, lly v011ed w,r only and fastened to the store and plot..1th 6d ttment tooted rolls iJ/a to. long, 6.091S In 'shank clam and 1/1 In. diem heads, 71n. Co. CERTAINTEED GYPSUM INC - Type SIISmFX 2G. Well and Partition Facing. and Acce".6. - - (As an alternate to Items 3 through 2F) - Nourd"! SAS In. thick; 4 ft wide panels Secured as described In Item 2. PADCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type Quletftotk 527. 3. 3o1nts and Nallheads - (Not Shown) - Wallboard joints covered with tape and Joint tompou d. hallheadscovered with joint Compound. 4. Batts and Blankets- - Mineml flber or glass fiber Insulation, 3-112 M. thick, pressulc fit to. fill Walldayitlob between studs and plates. Mineral fiber insulation to be unlaced and to h - In density f 3 pd. Glass fib Insular! on to be faced with aluminum foil or krak paper and to have a min density of 0.9 our (min.13 thermal Insulation rating). See Bart, and Blankets- (BKNV) Carequy In the But [ding Materials Directory and GBtta and Blankets* (BZ)Z) Category In the MI noslstana Directory for names of Classfied Companies,. 4A. Fiber, Sprayed- -As an altemate to Batts and Olankets us 4) - Spray IPl d II lose t I, The fiber N applied with ware, to completely dill the mdosed...try In attordance with the application instructions supplied with Me product with I nmulb,[ dry density of 2.7 Suits. Alternate Application Method: The fiber Is applied Ith t Water or adhesive at a nom rat dry density of 3:5Ibjft1, in attordanre with the applla[lOn ImW[[lons s polled with tie pmdutt: U S GREENFIBER L L C - INS735 & INS745 for. Use with wet or dry applltat[an. JNS530LD, iN5S15LD, IN554I D, INS735, INS745, IN5765LD, and IN5770LD am to be used for dry application only, 4 and 4A - S ra a lled cNlUlum material. aThe fiber Is a Iled with Water Fiber, Sprayers lt As an alternate to Item n p Y pPp0 11 I n 1 dlon supplied with Me product. water m completely fill the enclosed cavlW 1. ccoNanre wits Me app cot o nsbu s pp P Nominal dry density of 4.5E lot. I. NU -WOOL CO INC - Cellulose Insulation 4C. "be Sp y d - As so alternate to Batts and Blankets on m 4) -Spray applied cohnoss, fi be, The fiber is applied with water to completely fill the enclosed cavity In accordance with the applicationinstructions supplied with the: product. The minimum Cry density shall be 4.30. Ibgtts. INTERNATIONAL CELLULOSE CORP - Celber-ILL S. Wood Structural Panel Sheathing - Min 7/161n- thick, 4 ft wide woodstructural Panels, 'co gad "C-D" or "Sheathing .Installed with long dlmenslon of sheet (strength axis) or face grain of plywoodpaallel with or pemendlwlar to studs Veitkai juints centered en studs. Horizontal joints backed with nom 2 by 4 In. Wood blocking. Att ached to studs siexterior side of wail with 6d cement Coated box ratio spaced 6-in OC at perimeter, of panels and 12 m OC along nuch,r nes. SA. Mineral and Fiber Boards- - As an alternate to Rem 5 - Min I/21n: thick, 4 ft wide sheathing, Installed verticallyto studs. Vertical Joins centered on studs. Hmlaoond jotnrs backed with nom 2 by 41n-wood blocking. finxchedto studs on exterior side oF-11 with l 1/21n. long g,11red roofing nails spaced 6In. OC at Pamorber of panel, and 12 Us. OC ale ng Interior Stu its As an option a weathen resistive banner '. may be appI1,d over the Mineml and Fiber Boards.' GEORGIA-PACIFIC PANEL PRODUCTS L L C - Types nbererace or Q,IetB,m e. Extorter Facings - Installed In attordance with the ....Nctumes, Installed n InstmcV xis. One of the faliowing exterior fanngs is to be applied.,Orthe sheathing: A. Vinyl Siding - Molded Plastic* - Contoured rigid Wnyl s181ng ha,log a home Spread vetue of 20 or less 4 See Molded Plastic (BTAT) category In the Building Materials Directory for names of manufacturers. oaTlsl . 6dnnlPIP0Q• FIRE 1 HOUR( ED FROM INSIDE) A FIRE UL DESIGN NO. U356 B RNA R-21 C U-VAI 0.054 D 22 WOOD FRAME EXT - BRICK VENEER I.W d Studs - bOM 2 by 41. apacd 161n. OC with two 2by 4IF. topeand no 2by 4In. bottom states. Studs laterally bracod by wood structural panel sheathing ((rem 5) . When Mineml antl Fiber Boards- (Item SA) are cons donee as -bracing forth, studs, the load Is restricted to 76%of allowable salal load. Walls effectively fit, stopped at top and. bottom Of Wall. .. ... 2:. Gypsum B.antl- -Any 5j8 in: thick ULClaasifled Gypsum eoarit that is eligible for use in Design Nos. LSO1,' e512 cr U30S. No. 5/81n. thick, 4 R .[do, applied ve Ctedly and nail Cd to studs antl bearing plates 711. OC with 6d Cement -coated nails, 17/81n, long With 1141n. dlam head. When Item Ji Steal. F 1ng Members is used; gypsum panels attached to furring channels coon 1 In: long Type 5- bugfe-read rte 1 -we spaced 12 r. Go. -When IteT 7A; 79, or.7C Steel Framing Member -.,Is used, Rwo layers of gypsum panels attached to furring channel.. ..is l yen attached tof Ing channels R61 in. long Type yogi -head steel screws spated 12 in. OC. Face leyer attached to funding chmods with 2-5/8 In.'long Type S ougle-Insad Steel screws spared 12 In. OC. All joints In face layers Stagg" with joints In base layers; ACADIA DRYWALL SUPPLIES LTO (knew Class ecabonl- CKNX.R2537O AMERICAN GYPSUM CO (View Classlocatim) - CXNX.R14196 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO (View nASS10 11610 - CKNX.RIg374 CERTAUITEED GYPSUM CANADA INC( hew ClassmcatiUM-CKNX.R15187 CERTAINTEEO GYPSUM INC (View Class f cat onl - CKNX.R3660 COC INC 1view 1-smood ni-CKN..RI9- CONTINENTAL BUILDING PRODUCTS. OPERATING CO, L L C(View Oa Nnration)' CKNX.R18482 GEORGIA-PAC.FtC GYPSUM L I. C(View ClassiflcatRut - CKNX.R2717 LOADMASTER SYSTEMS INC fVie�Oae=IytbS1 CKN..R11809 NATIONAL GYPSUM CO (Wow CKNX.R3501 FABCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM (View Cl... ltlmtl"n) CKN..R7094 2 PANEL ANY S A�VI wI "er_ _r`+nmi1-CXNX.k21796 BXUV.U356;- Fire -resistance Ratings - ANSLUL 263 S. Particle Board 514119 - Hardbwm exterior sidings including patterned panel or lap siding, Page 5 of 6 C. Wood.Stru mi Panel or Lap Siding - "A Rated. Siding, Ezrsdl plywood; CSB or compesite panels with veneer faces and Structural wood core, per PS 1 or APA Standard PRP-108, Including textured, rough exam, medium density ... day, blushed; 9mowal and lap siding. -: D. CemenUtlous Stucco- Portland cement or synthetic sW= systems With self-funing metal lathoo adhesive base: coat Thitkruas tram 318 to 3/41n., depending on system. E.ladek Veneer -:Any type on nom 41n. wide brick veneer. When brick veneer Is used, the reting Is applicable with exposure on.either face. Brick veneer fastened wM cortugated metal watt -ties attached ,.,hing t Wood studs with 8tl m,R per tlec des, spaced not mom than each sixth .or. Of bill and maz 321n. Do horizontally. One In. air spar. pmvlded between trickveneer .and sh .thing... Fr Exterior Insulation and Finish System. (EIFS) - am IIn. Foamed Plastic- scrol (ion bearing. the. UL Classificabon Marking, attached over sheathing and finished with testing system, or Podland Cement or synth.0 stucrosystems; in a ncluce ' with manufacturers instuctlons. see Foamed PS Sell, IBRYX and CCVW)-Categories for names of Classified Companies. G, Siding- Alumlouin...sreal sIdmq Method over aheathlngto studs.. H. Fib ...... orell - Fiber-ttment extedor sidings Including smooth and patterned panel or .lap siding. 7: Steel Framing Members - (OpUl Not:ShowrI Furring Cho ... 1, and Steel From Ing Members as described below: a: Pouliot; Channels - Formed of No. 25 MSG; I teel. 2 91161 r. X-23/321 : wide by 718 Il deep, Spend 24 In OC pump odisular to Smile,Channel, seared to studs as d enb d i Item C. Enos of adjoining M1 I dapped 6l c f d eg M M do,bl p d f N. IB SWG gat, steel wine near each endofoverlap. As nalternate;: ends oladjohdog channels may be. overlapped 61n. and secured together with two self tapping 96 framing daewa; In. 7116In. long ' at Me ky t tIf then N p wkhone. sere on each flange of the channel. Gypsum board: attach d to furring man 1 s; described I Itern 2. b.SM.1 Framing Momberea --Used to attedi huring channels (Item 7A)IS Studs.. Clips spaced 481n. OC d Seoul I Mud.with No. 8 X 2-1/2 1. doe d II ew thro h th center ryw 9 Ur urMng Channels RSIC-1 (2.75) cl phannels &no lfor uIII se lot, Ith 2-23132 M. wide furring channels 116 In. : wide PAC INTERNATIONAL INC'-Types RSIC-1, RSIC-1.(2,7S).. 7A:. Steel Framing Members (Optional, Not SIMMUI'W-.Mining channels and Steel Framing Members as described below; a: FUrrtng Chann.1, - Formed or No. 25 MSG gal, steel, Spaced 24 In, OC perpendicular W etude. Cnannett secured to studs as described -in Item It. Ends of adjoining' channels am overlapped 6 in. .Ad tied together with double strand of No. 18 SWG gel, s I ie near each end of.ovedap. Two layers of gypsum board attached to furring channels asdescribed In Item 2. ' Is. Ste I Printing Memb Used to attach furring channels (item III) to Interior sid- of Studs. ClIps Spend 48 In. OC di d secured W atudswlin two N 8 XX 2 1/2 do. came drywall. ,mw,, die: through the hole at each end of the clip. Furring channels are friction mud into clips. KINETICS NOISE CONTROL INC -Type Isomax 713:. Steel Framing Members+-(Optlenal, Net Shown) - Fining channels and Steel Framing Members as described below:... ei running CM1 , W. - Formed of M. 25 MSG ;sdV t el. Z 318 I . wide by 7/8 i -deep, spaced 241n. OC pemendicuta to studs, Channel area to stud described tt b. Ends of adjoining channels are d pped 6'in. and bed together w th double strand of No. 18 SWG gall .Coal 1 each end of o nelap. As an alternate, ends of adjoMing channels may be omrapled 61n:'and secumd t1getherwath two elf4appl.9 F6 homing W In. 1116 In. long at to, mldpa t fthe nveriap, ire n on earn flange o£th channel'Gypsam board attached to funks channels ps described 11 It., 2. U. Steel. Framing Members• - Used to attach forting channels (Item a) to studs. Clips spaced 48 5 In, DC p_ a d t Nits wiM N 8 k 1-1/2 In.'coarse drywall screw through the center rHng hole. F Channels re friction fitted into lips. DATIMP- hdnrocicDQ• FIRE 1 HOUR RATED FROM INSIDE) A SUBSTITUTE 2 X 8 FRAMING FIRE UL DESIGN NO. U356 B R-VA R-21 C U-VA 0.054 D �51WOOD FRAME EXT - STUCCO SLAM GYPSUM INDUSTRY (SARASURI) CO LTD (View Oa 11-CXNX.Ri9262-- THAI GYPSUM PRODUCTS PCL IVbw OaeNnra - CKNX.R27517 'UNITED STATES GYPSUM CO, (VI QnsiRcIfim) - CKNX.R1319 U56 MEXICO 5 A DE C V fViaw ClassiFlcallonf - CKNX.RI6089: 2A. Gypsuin $,and- - (A an-altemate to Item 2, not shown) Any 5/8 to. thick 4 R.wide gypsum panels That amp.11eb e for use In Design Nos. L501,.GSt2 or U305, supplied by the Classified Companies listedbeloW shownln the QY,surs Boards (CKNX) ra[egory: Applleo veRlcally and attached to studs'and bsedug plates ft 1.1)41.. long TVpa W. coarse thread gypsum Panel steel screws spaced a max S m. OC, with tastaciew 1 On, fmon. edge of board. ' CGC INC UNITED STATES GYPSUM CO U50 MEXICO S A DE C V. 2B, GYPsum Board- - (Anon altemate to Item 2, not Shown) - 5/81n. thick 4 R wide gypsum panels .,,[led vertically and attached to studs -and bearing plates with 1-1/41n. long Type. W coarse thread gypsum panel: smet cm- spaced 'ex 8 M. OC, With last screw 1 In. from edge of board.. ACADIA DRYWALL SUPPLIES LTD '-Type X AMERICAN GYPSUM CO - Types AGX-1, M-Gass, AG-C CERTAINTEED GYPSUM CANADA INC - Type C, Type X, Type. EGRG, Type GlaSAOC GERTAINTEED GYPSUM INC-Type C or Type X GEORGIA-PACIFIC GYPSUM L L C -TypesX Veneer Plaster Base-TyPI X, Water Rated-TypeY Sheathbig Type-X,: SaNit-Type.x, Type X Comf IGUard Sound Deadenin,. Gypsum Board. -' - - - PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Typo FG-11, PGS-WRS: THAI GYPSUM PRODUCTS PCL -.Type C or Type X 2C..Gyp on Board- - (A .. .1monatis m it m 2, out Aft ) -For Use With M. SA a ly 5/0 In. thick 4 ft Settle .gypsum panels appll d ho la tally antl awes ed to smdaand beating plates witli'1-1/4 In. bng Type W.doarse thread gypsum panel steel screws spaced a mail 8... OC; with last .... 1 In.and 4 R. from edges:0 board. Finish Rating Is 25 .min. GEORGIA-PACIFIC GYPSUM L L C -Type X, Veneer plaster Base Tym X, water'Rated-Type X, Sheathing Type-X,SOfNt- Typex. _.. PASCO SUILDINO PRODUCTS L L C, DNA PASCO GYPSUM - Types PGli, PG5-WR5. yp um Board* (A Ito ate to fmm 2.) N t to b used th Ice > 5!e thick 4 R wide p p r suAamd, polld,erdally only. and fastened t Me studs and It ates with so cement coated nails17/8 M. long, 0.0915i, shank . clam and 1/41n. glom heads, 7 M. do, NATIONAL GYPSUM CO - So.mm oak XPType X. Gypsum Board 2E Gypsum Board• - C. an altemate to Imm,:2 McWhigh 2D) - Nominal 518 in. thick; 4 R wide panels, secured as, 3 described in Item 2. BXUV.W56 -Fire-resistance Ratings ANSIUL,263 Page 6 of.6 PLITEQ INC -Type Genie Cap 7C. Steel Framing Members - (Optional, Not Shown)- - Furring Channels and Milllenf sound. Isolation clip as described below: -.Furring Chennefs-Formed.of No.25MSG gal,.steel. Spend24. In. OC perpendicular W tud% Channels secured to studs as described In Item b: Ends of adjoining 'ctian els o-Napped6 in. and cured together WIN, to,, self -tapping No. 8xU2'Self Drilling screws.42 per side'1 in.'and 4 In... from overlap We). Gypsum oa brd attached to AmMu, on ..do as MICNbed in Item 2. Side joint funding channels shall be attached to studs with RESILMOUNTSound Isolation I -Type A237R idtat tlapproximately2 in, from each end of length of Channel. Both Gypsum B.e'rds outdo Jbins fastened Into Channel with so ewsspend 81n. OC, appmxlmerely 1/2 1n. from joint edge; 6 5t' I P aming....be.- - FS."NIA, d I 'oNtlon clip Used to'idu h fu N g eh nb.f otoon 7Ca) on Stuck, CHIPS spaced 161n, OC., and Secured to studs with No. 10 x 2 112 M. coarse drywall" screw.through the center hole. Funding ch-N are hiRion fitted Into dips. - '- STUOCO BUILDING SYSTEMS - RESILMOUNT Sound Isolation Clips - Type A237R 'a.Non•Bearinp ..It Fourth! .I.... Lion-(OpU nT nom; 12by41 :stud emmal2by 61n.studhailed.. .together with two 31n. long 10d. nail Spend a maz. 161n, OC. I. and fastened to one AXISOfthe MIRlmum 2 by In. stud with 3 in. long l0d-roll, Spend a max 16In CC. vertically. InumeOlon between partltlon wood sNds tO b ll sh WIM.wim the 2by 41l studs. The wall partition woad Muds are t. be framed by with a second 2by 4 in. wood stall fastened -Ity. N.JonglOd was p.dlt; nStud d 6In. OC. bedlally,.Maximumq n on -be depth of the bearing Intersection persNd coviry. Non -bearing wall partltlon stud depth shall be at a minimum equal to the depmof the bearing -.wall:.. TBrsnrq the UL elassificatMn Mark aced on 2014-63.19 -y,_„�----rt�:pN tthl Ds ode'•- Terms'er llxe: Pare To - 6 2014 UL LLC When the UL Leaf Mark Is on the product; or when the word "Envlronme.t Is Included In the UL Mark, pl arch the u nt tlatabasa foraddid... I infi,-on regarding this product's cerdffox0 n. The_ appearance of a company', name or product in this database does not In itself assure that products so Identined In... been nufae fined ..do, -UL s Folio Up S Nce. Only Ones. products bearing the UL Mark should be com[demd to be Certif d and. CWe d nde, UL FOI IowNp Service: Always look for the Mark no the product., UL permits the reproduction of the material contained intheDnllne Certification Directory aub)ad to the (allowing condition.: is The Guide 1 fo .0 Ass bll C n tructl - D tg ., as t n d/.,C rim tl (Ales} tb presented; their entirety and i misleading e r; Without any manlml.don of me does (or dinmi s). 2. The statement Reprinted from the Dnllne Certifications Directory with peimisslon from ,L must appear adjacent to Me extracted material. In addition, the reprinted materiel must Include a copyright notice Ia the following' m a. ID 2014 UL Ul R 511T L 61/41 DIMENSION LINES BRICK VENEER AIR SPACE WRB ANCHOR 2 X 6 WOOD STUDS BATT INSULATION (R-21) VAPOR RETARDER PARTITION TYPE '22' 0 f (W/ADDITIONAL PROJECT SPECIFIC INFORMATION) 11/2" VERIFY AT ZATCH COAT METAL LATH L FIBER BATT INSULATION IG RECEIVED APR 25 2016 PARTITION TYPE '25' BUILD16IG 2 (W/ADDITIONAL PROJECT SPECIFIC INFORMATION) HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 266.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building -enclosure -documents that in my professional 'judgment'are appropriate- to satisfytherequirements of RICH 64.L55.005. through. 61155.�1 XFY YAP 5`£NX EAN y� Q DAN O.S. 4/22/16 PERMIT SET PROACT ORECm SB PROACT MANASSR SB PROJECT ARC SB PROACT RAU MDAGSR DT ARCxmCi 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: n BUILDING ASSEMBLIES RUe 14001.00 CAR APRIL22, 2016 P-7 NEMCRK PAIN .Gl Noyem A5.04 SET RECEIVED MAY 062016 OC/ V g. Acq(,)ri ATFS PI I C Design No. U425 BXUV.U425 Fire -resistance. Ratings - ANSI/UL ,263 luaa Rmmm Design/System/Construction/Assembly Usage Disclaimer. I Authorities III 1,ninictlon should be consulted In all eases as DO the particular requlankin[aOP-ing the ln51a1181Ibm;and,ua. of UL Comfied products, equipment, system, devkes, and hu-nals. • AuNadtlI. H.s .g lurl5dld on should be annulted before can intion n, • Ft,, sisanc ambR,, and products am developed by the design submitter and bave been triontl9atoo by UL ro-PNana with applicable requirements The published f tin cannot always a do- eye, an=Le n bred In Me/leto. • When fldd Issues arlse, It is rocommended the first conked far assistance be the technical seevlee stale prevlded by the Product _U4cturer noted for the design. Users of One wase Dee assemblies arc aensed to consult Me general Guide I mormaben for eatA product category end se. group of assembles. The GPlde hsformulon sm,U Issperm", cononnt., shemate matraNle enut. altematp methods of cant II.. • Only products which bear UL's Mark are ronsldered C,,ched_ Fire -resistance Ratings - ANSI/UL 263 Design No, U425 March 19, 2014 (For E.tedar W,IT,, Ratings Applicable For Expoame To Jr.rOn mtenor Faea Only, (Sae Item. -no 5) Bearing Wall Rating - 45 Miry 3, 1-112 or (see IIems 2 and 4) Load Restricted for Canadian Appllatona - see GUM. euuv2 -U425 - Fire -resistance Ratings - ANSI/UL 263 Page 4 of 6 PANEL REYSA(VI wc-CKNX.R21196- SIAM GYPSUM INDUSTRY (SARABURI) CO LTD (view CY,OflaNnni - CkNX.R19262 THAI GYPSUM PRODUCTS PCL IVlew ressificat-1- C1hNX.R27SI7 UNITED STATES GYPSUM Co (View CI-Iflotbn) - CKNX.R1319. USG MEXICO S A DE C V (tnow Classul tl"I - CKNX.Ri6089 4A. Gypsum Board - Nom. 3/41n. gypsum board applled vOfticddlly With johns es ban,,,, y staggered. Th, thickness. and number of layers and percent of deslge load for the 2 hr ratings am shown In the table above. CGC INC - Types AR, IP-AR, IPX3, ar ULTRACODE UNITED STATES GYPSUM CO - Types AR, IP-AR, IP-X3, or ULTRACODE USG MEXICO S A US C V.-Types AR, IP-AR, IP-X3, of ULTRACo 4B. Oypsum boards - (As an alamid, to It 4 and 5/8 thickgyp Pon.", Id, q edge", w th last 2rscrewe 314 ins anI.d 4P.In'froom each edge o-inf board. HRh Ioflecalallong jointsb-ola need not be DacketlpDy steel Uamfng. CC' 1* Is ad ]om1, and hodzOntal butt jolntz on opposite sides of surds on coal II d of b tdgli d HerlxonIII edge joints and horizonal butt jolhis in adjacent layers on Interior walls (molUtayer systems) staggered a min of 12 in. GEORGTA-PACIFIC GYPSUM L L C - Owne Glass Type X, Type DEG NATIONAL GYPSUM CO - Type FSW-6. 'I Gypsum Boartl--(Ain an alternate to nema4 throughI.)-5/eIn. Nick,4ft. wide, paper. surfaced applied vertically an1Y an0secure0 as described In Rem 6. CERTAINTEED GYPSUM INC - Type SllentFX GEORGIA-PACIFIC GYPSUM LL C - Type XCoardle ward Sound Deadening. Gypsum Board NATIONAL GYPSUM CD- 5oundBreak XPType X Gypsum Board 4D. Wall and Partition Facings and Acaesaoriea- - (As an alternate to Items.4 through 4C) - Norrnel 5/8 In. Mick4 R wide panels applled vertically and secured as described In Item 4:. -' PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -Type QuletRock. ES. 4E. Wall and Partition Facings and Accesearless - (As an alberaps to Items 4 through 4D) - Nominal 5/81n. thick, 4 R wide panels, applied veM1ically and secured as described In Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCOGYPSUM - Type QuletRock 527. S, Gypsum Sheathing - For exterior walls, 1/2 or 518 M. thiek CRIIIIIed or un Mid C I r gypsheathing. along studs and ied tracks. One of Me falowt g exadorracks fadn with !to be applied Overthes d healhiml. d 12 n. OC.' gs aregypsums g. a. sanSid Brick, far Stucco -Aluminum ,icing, steel sld ng, brick veneer, m--state attached a ds over gypsum shathme and meet ng the regV remands pf I d g Wh in 3- 3/41n. thick bock veneer facing B used, the Exterior Wall Rating. pPll to Ian a reon' either face. Bdck veneer wall ataclietl to studs with an owed metal wall ties ...,had N each 0 3)20I20I4 I ...-.. ,,.. RAAMICICDO- 1HOUR A 9.MTL STUD / DELETE INSUL @ GARAGE RAMP S. WALL ULDESIGNNO.U425 B DELETE STUD I GWB -ATTACH TIES TO CONC COLUMN ERAI. R-28 C DELETE INSULATION 0.02 D INTERIOR WALL OR AvenMYa'r. sS11S6tRitRbIAOAYPrS4I.tIla�lpP-AL TlreNr�6Il9IIlfLNYiCB rz6TF.s errsur�zaau�.aa.rTaatr)D:jfsr sssr�nz�vncnnmg�4vl HORIZONTAL SECTION. 1. Steel FI and Calling Tacks - (Not Shown) Tap and Bottom mcks Orwell asambiles shall cordst.sf steel tubers i N 2Q MSG (0 03291 I b t I thl k ) I In N 20 GSG [B.OM I thick) gN teal or N 20.MSG (00331 Ohl k)DNmd i-I'ch tp Id ndst co 1' midi btW tall Studs,dal.adjacent embli ch or, telling, amp/a other mile. Attached to floor and telling assemblies with steel fasts ers spaced ,I,grace, Man 24 nfloDC... 2c teel Studs.- MI, 3-1/2 In wide, No. 20 MSG (0.0329 M., coition metal toIra ss) mrroslon protected cold to ad she I at at,ds tl Igned 1. arc tl with the 1.1ment edition of the Sp clflcatlod far the Design of C d-F d Steel S[mdtual M rs, by Me Arrant- n Iron and Steel i o-O. All design dea85. n non, the sho th i Integrity of the wall'.,, mbly =dlng [h I _1 sigh load If I. rods, be II b s sp.dB.d by the ..at smtl designs, and/orpmduar, and shall Meet the req,l,, ,nu of.11 PPRIobl tool cobs 19prelle. The mink stud spacing of was Issumbles shall not xceed 24 In. DC (or 16 In CC he, RegSet 1 sad). Studsattached R d 10 g t k with 1/2 In. long Type 5- serge, 12 steel se, on boM'sldes of studs or by welded or bolted nnecthme designed In accordance with the MST specancielorrs: .. 3' Later 1'c pF rt s, b (N e h ): q iesign f f. and alr id t y b p .lead by moans of steel straps, channels or other means as specified in the design o(a paNcular steel sWdwall system. 4. Gypsum Board--'AnY "I I� thick UL Of ... Iliad Gypsum Board that ellgibla for use In Design No. X515. .Any S/81 thick.ULCIa Ifed Gypsum Board that N eligible for use in Design No,. L501 G512 or U305� .Gypsum board hearing Me ULCI III tl M kl g to Fire R I a : Applied ti Ily with join. between I yers 099...d out., layer of3 l y t u.c y b applied li d tally unless hot... Th M k ass and number f Myers and percent of daelgn load for the 45min, 1 hr, 1- 1/2 hr.nd.2 h ratings era as /ollows' BXUV.U425 i'- Fire -resistance 'Ratings .-:ANST/UL 263, Page 5 of.6 t d When a min 3-3191n: thick brick I,ing fe is used, Fdem. d Plastic (Item 10) may be opeadCk. Is. Cementltious Backer Units• -.1/2-.tor. 5/81n. Mick; square edge boards. attached to steel ,Ind. ova um gyp sheathing IM 1-5)B;In. tong, Type S-12, wI - resistant, f head steel s,-im d 8 in. OC.'Stud spaced a mink at 16 In. CC. ]Dims. ed Men glass fiber mesh: tap., ,. .. UNITED STATES GYPSUM CO - TYR' DCB' c. Flber-Cement Skiing -.Floe[-cament exterior sidings including smooth and Patterned panel or lap siding.'.. d. Held dPlaad.-- Solid_vkwl slot., mechanically secured to hamfes ...be.In accodance with manufacturer's recommended Installation details. ALSIDE, DIV OF ASSOCIATED MATERIALS INC I. Wood Structural Panel car L,Blame - APR Rated Siding EXtedor; plywood, OSID or composite p I with vent f nd structural dcore, P PS 1 ar APA Standard: PRP-108, edudingoo dmugksa dim density oweJ brushed, ground and lap siding, I. Building Unns- --. (Not Shown).- 31n. Mick IB 241 Ilul gl blocks,,ppiktl to the gypsum chastising (Item 5) IN PC 88 allied r fastened -with F dl rs, spaced a maklmum'24 In. OC. F chors listened t Deming memberswith 1414 re, long 46 drywall ,Gees. PI OURGH CORNING CORP - Type F-Glas 6i Fast -(Not Snb ) S cos used to ordeal wallboardie WdsIselPapping bugle head heat steel type,paced 121n: O.C. First Iayer.Type S 12 by 1 IRS fart/lobo 5/8 i Ohl k wallboard -tl 3-3(4,In. long f r 3)41n. thick Wallooard. board second layer . TypeS•12 by 1-5/8 h. 2 long for 1and 5/8'In, Nick wallboard, and 2.1/4In. long far . 3/41n.. thick . WallThird Ayer Type S-12 bV 1-1181n. long. ]. Battle and BI ketsa Placed 11 stud "IffillM Ill extewells- May fa,. may net be sed 1 I t d it Any glass fiber. or mineral wool bad material.bearing the UL Gasslkatlon Marking. as ta'FI a Resistance, of a thickness to'completely fill stud cavity. See Imute Red Blankem- (8212):Category for names of Unsaved eakepamoo. A_ Fib SP yed M it mate toett dgl kat(ftml)-(100%B tF 'Itl ) Spray so led cellblos starlet -ins fib r N applled with water W emplecely fill Me e,,I,wd vay in accordanm with the appIl- oh Instructions supplied With the product wiM a nominal dry: density of 2.7 Ib/Ra: Alternate Application Method: The fiber i,. applled without Wstar., dhesive at a nominal dry density of 3.S.Ib/R , in accordance with the appll stem arse-Il.ne supplied Mth the product. U S GREENFIBER L LC - INS735 & MS745'far use with wet or dry application. MS]65U) and MS720LD are to be used for dry application: only. 11. Fiber, Sp yId�--A IC matero lie ]' o]A.-Spoyapplatl cellb -[ell Th Pb-I ppI]edwIth water to completely fill the enclosed aWAY In accordance with the application Instructions supplietl With product Nominal Or, density of 4.58 lb/Ns. NU -WOOL CD INC - Colul Insulation ]C Fib Sprayed*:: -As Be'" dBl kUP(Item 1)-Spray ppld lll- fib .Thefiber.Isapplied- with Water to completely flit lit endosed:oYlty In accordance with Me application instructions supplied with the product. The minimum dry tlensltyshall be 4.3D Ibs/ftd. INTERNATIONAL CELLULOSE CORP..- Celbar-RL S.:Jet the T vand Compound (Not sh ) Vinyl , caselo, dry in,-spedulmijoint ,,pound applied1.I goats to Joint, layer; w heads of outer layer.: Perforated paper tape, 21n. wide; embedded in first layer of compound overall joints 9: Furring Chahneh-(Optional; iced shbwn, for sing.1 fa,double layer systems)- Resilient tuning denrids fidnicated from min 25 MSG:corrosl D t tt¢dsteel spacedYertlaiiy a In of 2c in-OC. Flange portion attached to each Intersecting stud with 1/21m long Type 5-12 steel sceews. 5 http://database.ul.com/cgi-bil/XY V/template/LISE)iT/IFRAME/showpage.html?name-B... 3/20/1014 RdIVNIMPP.Q. FIRE 1 HOUR A CONCRETE WALL FLUSH W/ BRICK ABOVE FIRE UL DESIGN NO. U425 B R-VA R-28 C U-VA 0.058 D [241 MTL STUD FRAME EXT - CONCRETE BASE le teHof Wall, fitting Wallboard 01-1101" Beth SIdea of Wail - No. of tenon & Thkna of Board 11. Each Layers: 1 OealPn Leed 15 min. st layer; in in; Inch too 1 In, •l layer; 5/S in. thick Hia, 1-4/2 hr. "2 layers, 1121n. thick '100. 21u -2 layers, 516 In., thick or Bo •3 b yees, 1121n: Nick -.I.. •2layse,, 314 in, thick. Hat -things."Ilcable to Issioni,evIng as exterior walls where CIII.Med Pre h lstiva GYPsum Neatnhg type wallboard -I Ghni meal on the aidouln, feet. Exterior Walls Rating Wallboard Pmtattion on Interior Slde of Wall - No. ofLayen&ThAne of eoard...Each Layers ,-of' 'OUIPn Eased 45 min [.lane, 5/Sin, thick 100 1 M 2 Nyee,. 1/2 h. thick fee t-1/2 hr 2layess, 51B In. track 100- 2 hr 3toy.., 112 In, 111. IN 21 yers3/4 1n. thick 10g: ACADIA DRYWALL SUPPLIES LTD (View Clas,le-ionl - CXNX.R2532D AMERICAN GYPSUM CO/Vs,w QAtdar-CNNX,R14196 BELING NEW BUILDING MATERIALS PUBLIC LTD CO Mew ClassiSeMlonl CKNX.R19314` CEMAINTBED GYPSUM CANADA INC Mew 011,1III lonl-.CKN%.Rt51a]- -CERTAINTEED GYPSUM INC f-w Clarchlesharn CKNX,RISIM ce. [NC (Mery Clas. fir+rinnl-CKNX,R19]51. CONTINENTAL.BUIMING PRODUCTS OPERATING CO, LLC(Vl wclassmaion., CKNX,R18482 GEORGIA-PACIFIC GYPSUM L L C(VIMa _ Ilrailanl-CKNX.R271? LOADMASTER SYSTEMS fNC! zzeieosienl-CKN%.RII8d9 :NATIONAL GYPSUM CO (Waco Classidrntlana - CkNX-R3501 3 PABCO BUILDING PRODUCTS L L C, OBA PASCO GYPSUM (View ciaselfladnnl - CKNX.R70N BXUV.U425'--Fire-resistance Ratings - ANSVUL 263. Page 6 of i$ 10. Faninnuid PI SON Not Shown F with brick yomer as quilinsent in Item SA Haldane,. 2 In. thick rigid, polystyI Ib hearer D, Mo WIMPseen of mD ti gNt'p NN fee. dWIG 1 I.thestud. A min. 1 in. air space is to be simple ki between the outer ,odor-I'Mu Nama l phis- d the Inner eadaceof Me ATLAS EPS, DIV OF ATLAS ROOFING CORD -Type Therma15[ar 'OW ENS CORNING SPECIALTY & FOAM PRODUCTS the. Mortar Omp Pmbact on- (Optional, Not shown):• foamed plastic vdM hunts, coneno devlce.Hashed, condnuaua,: by dromage hales at be.. fall space. behind brl,k Yntual OWFNS CORNING 5PECIALTY & FOAM PRODUCTS'- WismGvard -101 Peanuts! PI..Su.- - Pohl-Weriurat lospened pin" i n U I Ins U Ward, any Ul i ass, Classified In. a-chinco with BRYX end / or CCV W: May be used WM any exteNOr N"Ing shown Lade[ Rem, So, Se, Sit and 5[ ATLAS ROO FINE CORP --:'Enagy5hield Pro Wall Lnsulatlan and'Eherghsoteld 12 Wall houlatloh.' THE 00W CHEMICAL Co- Type Thennax Sheathing, Thermax Light. Duty Thea can, Thermes, Heald Duty Insataelan, Therm Mal811IIn hk rd Th 'x WAT-F ISM1 Insulation,Thermo%clE Cie er Snsulhtion, ThermaxtH Iniuiatlen,. Thermax Plus Liner Panel and Thermax'. Heavy Duty Plus(HDP) HUNTER PANELS- Type X"i-Class A,: Xd 286 il. Ce till- RaCI U IS joptlonal ft. N TSb Far Us. 00 Face Of I He Or 2 ",systems With All Stan. d Morris .,,Imd) 7116 In., III I S/E In.,-.3/1I I II.NIts, min 32t Md.... Applied M a lh, -horldonglly With vertical Islas centered over studs -,Fastened to sNEs-and cote. WIN -cement board shiews or adequate lengltitp t t tdpy' Ilmum of3/8-.forsMlia g -'ben sp din maxpf8l CC. When 4R. wide boards are used,hon nalJohn, need not be backed byGaining; 2H, System - Applied wrtkally with vertical Johns echanat over studs he. Owns' fastened pitegypsum beats to Rues and runners with eemenl has. screws dralegmte IgngM U penetrec, ded by a inal.knoof 3/.In. for steel framing members, and a minimum. of 3/411,. Far wood framing members spaced a maxof 8 in. CC. .NATIONAL GYPSUM CO-: Type 0... Sacker, Pawnees.. D Do,cer Plus,I, PermaBaseP "Seating Me UL Classoadon: Mark an 2U10.03-19 - Q 2014:UL LLC Men the ULLear Markl the ProduR, or when Me were E vlmnmenr Is Included In. the UL I., planes searN On I.R. ElVemarrall, database. for atldltlonalinfonnatian regaroing thlz products ttrtifiatlan. The appearance of a' p y e e product In OK database does not I Itself that p oct, ins identified have been 'manpfaduned erp under DLl FaIs-Vpe Ie.Orly ark.th produdt; hearing Np UL Maik should be ronsldered wbe CertlOed and covered undas.UL'F Folipve-Up; Service. Always.- N Me Mark an'the Drotlud. UL permlia Ule repro -I 'n of the material' contained in the Online Cerki all DI "t ry Subject t o the f ll-Ing conditions, 1;'The Guide. IM _ pas AssembNes, ConstmClians D Jg- a, Systems, and/or CMUR2M (flies):must 0 presented In the. U Tyr. ql Z a isleading. Ith uteny Ip IMI f M d a (' c-wings). 2 The statem nt 0. p a ink! from the Online Certif tl Ofrectdry i h p Ission fro UL'must sppea adjacent 10 Ne extracted appeal In add,Ion. the mprinled material ,at Indule':a 1.111.1tnotles in the following form b_-0.2024 UL LLC - 6 http,//database.ul.com/cgi-bin/XY V ltemplate[LISEXT/ IFRAME/showpage.ht"d?name=B:.. 3/2012014.. 1/2" RC CHANNEL @ 16" O.C. BATT INSULATION 2 X 6 WOOD STUDS @ 16" O.C. SEE PARTITION TYPE'15' FOR ADDITIONAL INFORMATION RATIN(;• MOIIIFIFRS' FIRE 2 HOUR A DELETE RESILIENT CHANNEL FIRE GA FILE NO. WP 4136 B STC 50 C D 26 WOOD PARTITION 6" 1_ 77I8" LINES BRICK VENEER 1 1/2" RIGID INSULATION (R-7.5) AIR SPACE 6" MTL STUDS INSULATION (R-22) VAPOR RETARDER PARTITION TYPE t O (W/ADDITIONAL PROJECT SPECIFIC INFORMATION) LINES BRICK VENEER ABOVE 1 1/2" RIGID INSULATION (R-7.5) AIR SPACE . 1 WRB a •I �.. CONCRETE WALL 6" MTL STUDS INSULATION (R-22) 4 I' _ a VAPOR RETARDER L- MODIFYA RECEIVED APR 2 5 2016 BUILDING PARTITION TYPE '24' L (W/ADDITIONAL PROJECT SPECIFIC INFORMATION) HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscotil@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The nhlersigned has provided building enclosure, documents that in my professional judgment -are appropriate. 10 satisfy the requirements of RCW 64-.55,005. through fig.55-096 XFYYIP At A REwsch 4/22/16 PERMIT SET fRDECT ely- SB mpIFC1 MsasNR SB ..Or ARDRCT SB PROJECT R. -EtR DT 4T,.00REGISTIERED 7 ARCHT T CTT A. B R AF WASHING REViEWFD AUG 262016 Ravi-o Gy: _-- BECK & ASSOCIATES, PLLC arri BUILDING ASSEMBLIES PR CT NQ 01.00 APRIL 22, 2016 -er N M_ PAm 91LET Ineste A5nn .05 SET I•a,ECEI° -H) MAY 062016 23 MTL STUD FRAME EXT - BRICK VENEER VAPOR RETARDER WHERE FLOOR COVERINGS ARE SCHEDULED FLOOR FINISH PER SCHEDULE 1 T REINFORCED SLAB ON GRADE a , THICKNESS PER STRUCTURAL 6" MIN FREE -DRAINING CRUSHED GRAVEL CAPILLARY BREAK, COMPACT AS REQ'D IIIIIIII IIII� COMPACTED SOIL & FIRM STRUCTURAL III�IIIIIIII IIIII III=1 -_ -_ -_ -_ -_ - -_ BEARING AS REQ'D BY STRUCTURAL ENGINEER & GEOTECH RATING: MODIFIERS: FIRE NA A FIRE NA B STC NA C D SEE FLOOR TYPE'46' FOR ADDITIONAL INFORMATION FLOOR FINISH PER SCHEDULE CONCRETE SLAB - THICKNESS PER STRUCTURAL R-30 RIGID INSULATION RATING: MODIFIERS: 47 P.T. CONCRETE SLAB WI HEATED SPACE ABOVI r MM E FIRE 1 HOUR (U.N.O. -SEE PLANS) A ADD 4" TOPPING SLAB OISTRUCTURAL FOAM FIRE IBC 2012 -TABLE 721.1(3) ITEM 1-1.1 B ADD PTO GYP SHEATHING R-VA R•34.483 C U-VA 0.029 D ROOFING /DECK MEMBRANE COVER BOARD TAPERED INSULATION (WHERE OCCURS) 6 MIL VAPOR BARRIER CONCRETE SLAB SEE FLOOR TYPE'46' FOR ADDITIONAL INFORMATION RATING: MODIFIERS: FIRE 1 HOUR (U.N.O. -SEE PLANS) A ADD R•30 INSUL I MTL FURRING & 518" GWB BELOW FIRE IBC 2012 - TABLE 721.1(3) ITEM 1-1 .1 B R-VA R-34.483 (FOR MODIFY A) C U-VA 0.029 (FOR MODIFY A) D RATINr;• TABLE 721,1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS" 7HICKNESs OF FLOOR OR MINIMUM TIiIQKitESS OF FLOOR an OR ROOF ITEM CEILING CONSTRUCTION RogFSLAB (Inches), - CEILING {Inches} 1b4NSi'RUC1t(SN NUMtiE#t. d 3 2 1 4 3 111. hours hours hours hour hours heurt ttoaesWour 1 siliceous aggre- 7.0 6.2 5.0 3.5 - - - - gate concrete 2. Carbonate MODIFIERS• FIRE 1HOUR (U.N,O.-SEE PLANS) A ADD "TOPPING SLAB O/WPMEMBRANE FIRE IBC2012 -TABLE 721.1(3) ITEM 1-1.1 B STC NA C Ds. 46 p.T. CONCRETE SLAB SEE FLOOR TYPE'46' FOR ADDITIONAL INFORMATION 2 %SLOPE THIN SET TILE O/ WP MEMBRANE TO DRAIN CONCRETE SLAB - THICKNESS PER STRUCTURAL RATING: MODIFIERS: 48 P.T. CONCRETE SLAB FIRE 1 HOUR (U,N,O.-SEE PLANS) A DELETE TILE - INSTALL TRAFFIC WP MEMBRANE FIRE IBC 2012-TABLE 721.1(3) ITEM 1-1.1 B STC NA C ADD STRUCTURAL FOAM BENEATH D DELETE TILE - INSTALL WP MEMBRANE&4"TOP SLAB SEE FLOOR TYPE'46' FOR ADDITIONAL INFORMATION 2 %SLOPE THIN SET TILE O/ WP MEMBRANE TO DRAIN CONCRETE SLAB - THICKNESS PER STRUCTURAL R-30 RIGID INSULATION TYP METAL FURRING 5/8" TYPE 'X'GWB RATING: MODIFIERS: 49 P.T, CONCRETE SLAB W/HEATED SPACE BELOW FIRE iHOUR (U.N.O.-SEE PLANS) A DELETE INSULATION FIRE IBC 2012 -TABLE 721.1(3) ITEM 1-1.1 B DELETE TILE -INSTALL TRAFFIC WP MEMBRANE R-VA R-34.483 C U-VAI. 0.029 D TABLE 721.1(3)-continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS" THICKNESS�pP FLOOR OR MINIMUM THICKNESS FL4QROD flOGF ITEM ROOF SLAB OF CEILING CONSTRUCTION NUMBERCE{LFNGiCgNSTRUiTl033 (inches) (#nofias) 4 3 7 , 4 3 2' 7 hours hours Huurg hour h4urS h9V►9IitPkrS hour Base layer 3/s" Type X gypsum w all- 21.Wood joists, wDwl 1-joists. hoar board applied at right angles to joist or trusses and#l:at or pitched roof trusses truss 24" o.c. witht'l4" Type S or Type spaced a maxin#um 29" u:o. with l/;" iEV drywaltserews24" o.c: Face layer s/ wood structural panelswith exterior Type 'X.gypsum w:xlltsuarii or veneer glue applied at right angles to top of base applied at right angles tpjoist or joist or top chard of trusseswith 8d 2 i -1.I [toss through base layer with 171$" Type. '- - Varies - - - 111, nails. The wood structural panel S nr'I'ype lV drywall. screws 12" O.C. at thickness shall tTo1 be lugs.than tlo#rti- joints and hitdrh#ediatejQiSt or truss. not rfr" nor less IhaD required by Face layer Type G drywall screws Chapter 23. placatl2" back on either side of face layer end Joints, 12" o.c: ------------ (<'nntirued) Nrnnincoa• �(4 46 p.T. CONCRETE SLAB SEE FLOOR TYPE'46' FOR ADDITIONAL INFORMATION 2 %SLOPE THIN SET TILE O/ WP MEMBRANE TO DRAIN CONCRETE SLAB - THICKNESS PER STRUCTURAL RATING: MODIFIERS: 48 P.T. CONCRETE SLAB FIRE 1 HOUR (U,N,O.-SEE PLANS) A DELETE TILE - INSTALL TRAFFIC WP MEMBRANE FIRE IBC 2012-TABLE 721.1(3) ITEM 1-1.1 B STC NA C ADD STRUCTURAL FOAM BENEATH D DELETE TILE - INSTALL WP MEMBRANE&4"TOP SLAB SEE FLOOR TYPE'46' FOR ADDITIONAL INFORMATION 2 %SLOPE THIN SET TILE O/ WP MEMBRANE TO DRAIN CONCRETE SLAB - THICKNESS PER STRUCTURAL R-30 RIGID INSULATION TYP METAL FURRING 5/8" TYPE 'X'GWB RATING: MODIFIERS: 49 P.T, CONCRETE SLAB W/HEATED SPACE BELOW FIRE iHOUR (U.N.O.-SEE PLANS) A DELETE INSULATION FIRE IBC 2012 -TABLE 721.1(3) ITEM 1-1.1 B DELETE TILE -INSTALL TRAFFIC WP MEMBRANE R-VA R-34.483 C U-VAI. 0.029 D TABLE 721.1(3)-continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS" THICKNESS�pP FLOOR OR MINIMUM THICKNESS FL4QROD flOGF ITEM ROOF SLAB OF CEILING CONSTRUCTION NUMBERCE{LFNGiCgNSTRUiTl033 (inches) (#nofias) 4 3 7 , 4 3 2' 7 hours hours Huurg hour h4urS h9V►9IitPkrS hour Base layer 3/s" Type X gypsum w all- 21.Wood joists, wDwl 1-joists. hoar board applied at right angles to joist or trusses and#l:at or pitched roof trusses truss 24" o.c. witht'l4" Type S or Type spaced a maxin#um 29" u:o. with l/;" iEV drywaltserews24" o.c: Face layer s/ wood structural panelswith exterior Type 'X.gypsum w:xlltsuarii or veneer glue applied at right angles to top of base applied at right angles tpjoist or joist or top chard of trusseswith 8d 2 i -1.I [toss through base layer with 171$" Type. '- - Varies - - - 111, nails. The wood structural panel S nr'I'ype lV drywall. screws 12" O.C. at thickness shall tTo1 be lugs.than tlo#rti- joints and hitdrh#ediatejQiSt or truss. not rfr" nor less IhaD required by Face layer Type G drywall screws Chapter 23. placatl2" back on either side of face layer end Joints, 12" o.c: ------------ (<'nntirued) Nrnnincoa• �(4 FIRE 1 HOUR (U,N,O.-SEE PLANS) A DELETE TILE - INSTALL TRAFFIC WP MEMBRANE FIRE IBC 2012-TABLE 721.1(3) ITEM 1-1.1 B STC NA C ADD STRUCTURAL FOAM BENEATH D DELETE TILE - INSTALL WP MEMBRANE&4"TOP SLAB SEE FLOOR TYPE'46' FOR ADDITIONAL INFORMATION 2 %SLOPE THIN SET TILE O/ WP MEMBRANE TO DRAIN CONCRETE SLAB - THICKNESS PER STRUCTURAL R-30 RIGID INSULATION TYP METAL FURRING 5/8" TYPE 'X'GWB RATING: MODIFIERS: 49 P.T, CONCRETE SLAB W/HEATED SPACE BELOW FIRE iHOUR (U.N.O.-SEE PLANS) A DELETE INSULATION FIRE IBC 2012 -TABLE 721.1(3) ITEM 1-1.1 B DELETE TILE -INSTALL TRAFFIC WP MEMBRANE R-VA R-34.483 C U-VAI. 0.029 D TABLE 721.1(3)-continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS" THICKNESS�pP FLOOR OR MINIMUM THICKNESS FL4QROD flOGF ITEM ROOF SLAB OF CEILING CONSTRUCTION NUMBERCE{LFNGiCgNSTRUiTl033 (inches) (#nofias) 4 3 7 , 4 3 2' 7 hours hours Huurg hour h4urS h9V►9IitPkrS hour Base layer 3/s" Type X gypsum w all- 21.Wood joists, wDwl 1-joists. hoar board applied at right angles to joist or trusses and#l:at or pitched roof trusses truss 24" o.c. witht'l4" Type S or Type spaced a maxin#um 29" u:o. with l/;" iEV drywaltserews24" o.c: Face layer s/ wood structural panelswith exterior Type 'X.gypsum w:xlltsuarii or veneer glue applied at right angles to top of base applied at right angles tpjoist or joist or top chard of trusseswith 8d 2 i -1.I [toss through base layer with 171$" Type. '- - Varies - - - 111, nails. The wood structural panel S nr'I'ype lV drywall. screws 12" O.C. at thickness shall tTo1 be lugs.than tlo#rti- joints and hitdrh#ediatejQiSt or truss. not rfr" nor less IhaD required by Face layer Type G drywall screws Chapter 23. placatl2" back on either side of face layer end Joints, 12" o.c: ------------ (<'nntirued) Nrnnincoa• �(4 SEE FLOOR TYPE'46' FOR ADDITIONAL INFORMATION 2 %SLOPE THIN SET TILE O/ WP MEMBRANE TO DRAIN CONCRETE SLAB - THICKNESS PER STRUCTURAL R-30 RIGID INSULATION TYP METAL FURRING 5/8" TYPE 'X'GWB RATING: MODIFIERS: 49 P.T, CONCRETE SLAB W/HEATED SPACE BELOW FIRE iHOUR (U.N.O.-SEE PLANS) A DELETE INSULATION FIRE IBC 2012 -TABLE 721.1(3) ITEM 1-1.1 B DELETE TILE -INSTALL TRAFFIC WP MEMBRANE R-VA R-34.483 C U-VAI. 0.029 D TABLE 721.1(3)-continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS" THICKNESS�pP FLOOR OR MINIMUM THICKNESS FL4QROD flOGF ITEM ROOF SLAB OF CEILING CONSTRUCTION NUMBERCE{LFNGiCgNSTRUiTl033 (inches) (#nofias) 4 3 7 , 4 3 2' 7 hours hours Huurg hour h4urS h9V►9IitPkrS hour Base layer 3/s" Type X gypsum w all- 21.Wood joists, wDwl 1-joists. hoar board applied at right angles to joist or trusses and#l:at or pitched roof trusses truss 24" o.c. witht'l4" Type S or Type spaced a maxin#um 29" u:o. with l/;" iEV drywaltserews24" o.c: Face layer s/ wood structural panelswith exterior Type 'X.gypsum w:xlltsuarii or veneer glue applied at right angles to top of base applied at right angles tpjoist or joist or top chard of trusseswith 8d 2 i -1.I [toss through base layer with 171$" Type. '- - Varies - - - 111, nails. The wood structural panel S nr'I'ype lV drywall. screws 12" O.C. at thickness shall tTo1 be lugs.than tlo#rti- joints and hitdrh#ediatejQiSt or truss. not rfr" nor less IhaD required by Face layer Type G drywall screws Chapter 23. placatl2" back on either side of face layer end Joints, 12" o.c: ------------ (<'nntirued) Nrnnincoa• �(4 TABLE 721.1(3)-continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS" THICKNESS�pP FLOOR OR MINIMUM THICKNESS FL4QROD flOGF ITEM ROOF SLAB OF CEILING CONSTRUCTION NUMBERCE{LFNGiCgNSTRUiTl033 (inches) (#nofias) 4 3 7 , 4 3 2' 7 hours hours Huurg hour h4urS h9V►9IitPkrS hour Base layer 3/s" Type X gypsum w all- 21.Wood joists, wDwl 1-joists. hoar board applied at right angles to joist or trusses and#l:at or pitched roof trusses truss 24" o.c. witht'l4" Type S or Type spaced a maxin#um 29" u:o. with l/;" iEV drywaltserews24" o.c: Face layer s/ wood structural panelswith exterior Type 'X.gypsum w:xlltsuarii or veneer glue applied at right angles to top of base applied at right angles tpjoist or joist or top chard of trusseswith 8d 2 i -1.I [toss through base layer with 171$" Type. '- - Varies - - - 111, nails. The wood structural panel S nr'I'ype lV drywall. screws 12" O.C. at thickness shall tTo1 be lugs.than tlo#rti- joints and hitdrh#ediatejQiSt or truss. not rfr" nor less IhaD required by Face layer Type G drywall screws Chapter 23. placatl2" back on either side of face layer end Joints, 12" o.c: ------------ (<'nntirued) Nrnnincoa• �(4 ------------ (<'nntirued) Nrnnincoa• �(4 1 HOUR A DELETE SPFOAM IBC2012-TABLE721.1(3REM21.1.1 B J R-37.037 C 0.027 D 52 WOOD FRAMED ROOF -ONE HOUR FLOOR FINISH PER SCHEDULE professional CONCRETE SLAB - THICKNESS PER STRUCTURAL u9i FLOOR TYPE '46'6. SEE FLOOR TYPE'46' FOR ADDITIONAL INFORMATION FLOOR FINISH PER SCHEDULE CONCRETE SLAB - THICKNESS PER STRUCTURAL R-30 RIGID INSULATION TYP @ 30A METAL FURRING 5/8" TYPE 'X'GWB RATING: MODIFIERS: 50 P.T, CONCRETE SLAB FIRE 1 HOUR (U.N.O. -SEE PLANS) A ADD RIGID INSULATION FIRE IBC 2012 -TABLE 721.1(3) ITEM 1-1.1 B R-V R-34,483 (FOR MODIFY A) C U•VA 0.029 (FOR MODIFY A) D ROOFING DECK MEMBRANE '•--` COVER BOARD TAPERED RIGID INSULATIO AVEAGEXR-62PERINCN - 9 1/2" MAX. at 6 MIL VAPOR BARRIER ' SPRAY FOAM (R-6 INSUL) 3!4" X 71l4" LVL @ 24" O.C. ` NO INTERIOR VAPOR BARRIER TO BE INSTALLED ON CEILING SIDE PER IBC 2012 1203.2, EXCEPTION 4.2 (WASHINGTON STATE AMENDMENTS) REVIEWED AUS 262016 12 ROOF TYPE'52' (W/ADDITIONALPROJE-I I?'i°3 HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscotti@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure: documents that in'lny - judgment are appropriate to satisfy the requirements of-RCW 64. 65. 005. through. 64.55.090. RExsw 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS PBoxcr aBEc,w SB YN,�BER SB PR°FCl Ma11RCi PR°EB ,W MEYBFB DT fill] REGISTERED ARCH SCOTT A. B R STATE OF WASHINGTON ��ApOUEE..G 19 2016 BNCnYOF[DMON EPfi' BUILDING ASSEMBLIES PR0.ECi N0. 14001.00 on,E APRIL 22, 2016 L£}*�TES PILC -ET NUYBFB &ASS A5 :E6 6 SET ROOFING DECK MEMBRANE '•--` COVER BOARD TAPERED RIGID INSULATIO AVEAGEXR-62PERINCN - 9 1/2" MAX. at 6 MIL VAPOR BARRIER ' SPRAY FOAM (R-6 INSUL) 3!4" X 71l4" LVL @ 24" O.C. ` NO INTERIOR VAPOR BARRIER TO BE INSTALLED ON CEILING SIDE PER IBC 2012 1203.2, EXCEPTION 4.2 (WASHINGTON STATE AMENDMENTS) REVIEWED AUS 262016 12 ROOF TYPE'52' (W/ADDITIONALPROJE-I I?'i°3 HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscotti@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure: documents that in'lny - judgment are appropriate to satisfy the requirements of-RCW 64. 65. 005. through. 64.55.090. RExsw 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS PBoxcr aBEc,w SB YN,�BER SB PR°FCl Ma11RCi PR°EB ,W MEYBFB DT fill] REGISTERED ARCH SCOTT A. B R STATE OF WASHINGTON ��ApOUEE..G 19 2016 BNCnYOF[DMON EPfi' BUILDING ASSEMBLIES PR0.ECi N0. 14001.00 on,E APRIL 22, 2016 L£}*�TES PILC -ET NUYBFB &ASS A5 :E6 6 SET SEE FLOOR TYPE '46' FOR ADDITIONAL INFORMATION TRAFFIC WP MEMBRANE 2 % SLOPE TO DRAIN CONCRETE SLAB - THICKNESS PER STRUCTURAL TH 1 1/2" RIGID INSULATION 1 1/2" HAT CHANNEL @ 16" O.C. 5/8" TYPE'X' GWB RATING: MODIFIERS: FIRE 1 HOUR U.N.O. -SEE PLANS) A ADD THIN SET TILE OI WP MEMBRANE FIRE IBC 2012 -TABLE 721.1(3) ITEM 1-1.1 B R-VA R-8.48 C U-VA 0.040 D nennineoe• L 2 HOUR A UL L538 B R-37.037 C 0.027 D 55 WOOD FRAMED ROOF -TWO HOUR 3/4" PLYWD 7e-2 X 8 WD FRAMING @ 16" O.0 5/8" TYPE'X' GWB RATING: MODIFIERS: 54 WOOD FRAMED STAIR LANDING FIRE NOT RATED A FIRE B STC C D �vT. n • IVmm {112"} aT FRtcox C Care Gypsum Panels, Nee layer Platt rinlshetl ULC W452; System Her 3.8 ...., 4.3 U5G4W9l7 ............ ......... ,.._. ...... USG4OAU912 SA926 2 T-... (�•� 84 m+n (2-1!2`) COC C-N Sivds 25 gauge fit T)min (2d'3o.c. -- +25:4 mnU"7 StiffEma:KGypsum UraPanels UL Des 11416; System or N438 ...: ;. Wed cni00aun(4)C•Hduds 2Sgauge ... ..:....:. .... ............._.. �:•_�$, - -08 -AAL-11IT-04.022 BaseTi cn 25mm{1'ry saunTtl baENlncavit.y 5D NAL 4i-04-U18. Bawd nn'ip,0 mm S11 G-H scucla 25 q auy., iuilh 75 mrri (31 mineraifilxr, ilisa";ilim, USG TESTED ASSEMBLY SHOWN FOR REFERENCE. UL U428 TO BE USED - SEE 9/A5.01. USG ASSEMBLY ALLOWS FOR HORIZONTAL APPLICATION. nnnnincoc• FIRE V 2 HOUR A FIRE GA FILE N0. WP 7051 B STC 47 CRECEIVED D 02 HOUR SHAFT WALL - MTL STUD G /DECK MEMBRANE BOARD :D INSULATION aPOR BARRIER WD FOAM INSULATION 'DOD I -JOIST SEE 12/A5.04 FOR ADDITIONAL INFORMATION ROOF TYPE '55' 7 (W/ADDITIONAL PROJECT SPECIFIC INFORMATION) The system -can also'be installed horizontally when a horizontal fiire-rated"membrane is required. Refer to 08MEC aulhorlty 4F69-1 -118 for further details. APR 2 5 2016 BUILDING HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyeracotll@gmail.comF) �':' 11"� PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure.pocumenks, that in my professional judgment are appxopr3.ate to satisfy the requirements of"-RCW-69<55-.-005 through 64.55-: e90. ona aEMax 4/22/16 PERMIT SET SWASHINGTON nxanEcl 811 S REVIEWED AUu 2fi201S Reviewed Ey: BECK &ASSOCIATES, PLLC BUILDING ASSEMBLIES RECEIVED . Px�14001.00 o•rt APRIL 22, 2016 -El xxNxEx A5 O ■7 SET MAY 062016 HALLER ARCHITECTS LLC PAINTED- PROVIDE WHEREWHERE IS SHOWN F D / ON PLAN WH TE PAINT WHERE INDICATED'C' ON ,,. PLANS; IN BLOCK LETTERS OF SIZE & TYPE APPROVED BY ARCHITECTS C O M PACT MAX. HEAVY DUTY CAST IRON FLOOR DRAIN WIRE REINFORCED MORTAR BED DRAINAGE MAT W.P. MEMBRANE PT SLAB 2 STAGE DRAIN BODY - INSTALL PER MANUF FLEX COUPLING SLOPE 1/4" :12" a � a 4 n a a � d° a a d o PARKING STRIPING iA1 FLOOR DRAIN @ TILE / PT SLAB 11/2" = V-0" -r 3" =1'-0' CONCRETE CAP _ FASTEN W/ (2) 3/8"U GALVANIZED BOLTS -PROVIDE VAN SIGN AT 6"O.D. STL. SCHEDULE DESIGNATED VAN STALLS I 40 PIPE, SET PLUMB & I I FILL W/CONCRETE. I PAINT WHITE. - ATTACH SIGN TO WALL OR TO 2" zo I 1/2" STL. BASE PLATE SQUARE STEEL TUBE W/ 1/4" END CAP WELDED TO TOP; PAINT q FULL PENETRATION WELD WHITE d I I ALLAROUND - (4)1/2" ANCHOR BOLTS 4-50O.D. ANCHOR I I BOLTS CONCRETE SLAB -TOP OF SLAB -COLD JOINT (NO BOND) I I I I L� L� -6"X6"PLATE p' ° NOTE: PROVIDE SIGN @ ° HEAD OF STALL. ( :� (ACCESSIBLE PARKING SIGNS Q PIPE BOLLARD AT SLAB 11 I PER PLANS DOUBLE STUD @ JAMB PTD MTL FLASHING WIHEMMED EDGE BACKER ROD & SEALANT I' SEMI -RECESSED FIRE - - - - I EXTINGUISHER CABINET FOR I 4" CLASS 2A FIRE EXTINGUISHER 0 NING=4" I HEAD DETAIL ;'F. JAMBSIM NO OBJECT SHALL PROTRUDE LL ' I MORE THAN 4" BEYOND FA.WALL ` I as •.:L---.-.1 m 1— BACKER ROD & SEALANT PTD 1X CEMENT BOARD TRIM i CONTINUE 5/8" TYPE'X' GWB BEHIND FEC TYP SILL DETAIL SEMI RECESSED FIRE EXTINGUISHER 3, =1'-p" EXTERIOR LOCATION PLANS DOUBLE STUD @ JAMB NO OBJECT SHALL PROTRUDE MORE THAN 4" BEYOND RO.WALL -- -- 4" >;,\ BACKER ROD & SEALANT I SEMI -RECESSED FIRE EXTINGUISHER CABINET FOR I CLASS 2A FIRE EXTINGUISHER I OPENING = 4" I HEAD DETAIL VER.wI UF. JAMBSIM I � LL o as I I 4 BACKER ROD & SEALANT SILL DETAIL CONTINUE 5/8" TYPE'X' GWB BEHIND FEC TYP - SEE WALL TYPE FOR REQ'D LAYERS OF GWB @SEMI -RECESSED FIRE EXTINGUISHER I� 3"=1'-0" INTERIOR LOCATION 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC the :undersigned has provided building enclosure documents Lhat. in my professional judgment- are: appropriate to satisfy the requirements of RCW,64..55..005. through. 69. 65.090. a osn 4/22116 PERMIT SET "mc, w.. SB PR0.ftt 4ANAfrR SB PBpctt —mtt SB PRpEtt 1EAM MEMBER DT ABaoxcr 8117 REGISTERED ARCH! T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: MISCELLANEOUS DETAILS PRactt xo. 14001.00 APRIL 22, 2016 PRUM HEn MM PAm A5.15 SET V-12CRECEIVED 062016 APR 25 2016 or11 P . o� �DUILDINO TALLER 1RCHITECTS LLC 61 /4" WRB - LAP 0/MTL FLASHING GALV STL ANGLE - PAINT — EXPOSED SIDE SELF ADHERED FLASHING — MEMBRANE - LAP 01 MTL FLASHING S.S. FLASHING W/ HEMMED — EDGE SELF ADHERED FLASHING — MEMBRANE - WRAP INTO R.O. TO OVERLAP INTERIOR SEALANT JOINT WINDOW PER SCHEDULE — CONT SEALANT JOINT 2 3„ =1,-0" WINDOW HEAD AT BRICK 1 X PTD HDWD TRIM W11 X 3 PTD HDWD TRIM CONT SEALANT JOINT WINDOW PER SCHEDULE — SEALANT W/ BACKER ROD — PRECAST SILL — SELF ADHERED FLASHING — MEMBRANE - WRAP INTO R.O. TO OVERLAP INTERIOR SEALANT JOINT WRB-TUCK UNDER SELF — ADHERED FLASHING MEMBRANE WINDOW SILL AT BRICK 6 3� =1,_G„ 1X PTD HDWD TRIM CONT SEALANT JOINT — WINDOW PER SCHEDULE SEALANT W/ BACKER ROD PRECAST SELF ADHERED FLASHING — MEMBRANE -WRAP INTO R.O. TO OVERLAP INTERIOR SEALANT JOINT WRB-TUCK UNDER SELF — ADHERED FLASHING MEMBRANE WINDOW JAMB AT BRICK 10 3„=,�N,� LAP SIDING PER WRB - LAP 0/MTL FLASHING 2 X 6 PTO FIBER CEMENT SELF ADHERED FLASHING — MEMBRANE - LAP 01 MTL FLASHING & WINDOW FLANGE PTD MTL FLASHING W/ HEMMED EDGE SELF ADHERED FLASHING MEMBRANE - WRAP INTO R.O. TO OVERLAP INTERIOR SEALANT — JOINT CONT SEALANT J01NT WINDOW PER SCHEDULE — WINDOW HEAD AT CEMENT LAP 3 1X PTD HDWD TRIM W/ 1 X 3 PTD HDWD TRIM CONT SEALANT JOINT WINDOW PER SCHEDULE — SEALANT W/ BACKER ROD- 2 X 6 FIBER CEMENT TRIM — SELF ADHERED FLASHING MEMBRANE - WRAP INTO R.O. TO OVERLAP INTERIOR SEALANT — JOINT SEALANT LAP SIDING PER ELEVATIONS— WRB-TUCK UNDER SELF — ADHERED FLASHING MEMBRANE WINDOW SILL AT CEMENT LAP PTD HDWD SILL BELOW CONT SEALANT JOINT WINDOW PER SCHEDULE — SELF ADHERED FLASHING MEMBRANE - WRAP INTO R.O. TO OVERLAP INTERIOR SEALANT — JOINT SEALANT W/ BACKER ROD- 2 X 6 FIBER CEMENT SEALANT LAP SIDING PER ELEVATIONS WRB WINDOW JAMB AT CEMENT LAP 11 3=1!N„ PANEL SIDING PER ELEVATIL HEADER CONDITION VARIES FLOOR WRB - LAP OIMTL FLASHING VENT BETWEEN FURRING STRIPS WIINSECT SCREEN SELF ADHERED FLASHING MEMBRANE - LAP 01 MTL FLASHING & WINDOW FLANGE PTD MTL FLASHING W/ HEMMED EDGE ALIGN WI TYP HOR JOINT —fir BEYOND - SEE DETAIL 41A5.35 WINDOW PER SCHEDULE SELF ADHERED FLASHING MEMBRANE - WRAP INTO R.O. TO OVERLAP INTERIOR SEALANT JOINT CONT SEALANT JOINT WINDOW HEAD AT CEMENT BOARD 4 3�,=1�p„ 1X PTD HDWD TRIM W/ 1 X 3 PTD HDWD TRIM CONT SEALANT JOINT WINDOW PER SCHEDULE — SEALANT W/ BACKER ROD ALIGN TOP OF SILL FLASHING W1 TYP HOR JOINT BEYOND - SEE DETAIL4/A5.35 PTD MTL FLASHING W/ END DAM BEYOND & DRIP SELF ADHERED FLASHING MEMBRANE - WRAP INTO R.O. TO OVERLAP INTERIOR SEALANT JOINT PANEL SIDING PER ELEVATIONS WRB-TUCK UNDER SELF ADHERED FLASHING MEMBRANE WINDOW SILL AT CEMENT BOARD CONT SEALANT JOINT PTD HDWD SILL BELOW WINDOW PER SCHEDULE — SELF ADHERED FLASHING MEMBRANE - WRAP INTO R.O. TO OVERLAP INTERIOR SEALANT — JOINT SEALANT W/ BACKER ROD — SEALANT UNPAINTED ALUMINUM REGLET TRIM - SEE 8IA5.35 FOR ADDITIONAL INFORMATION PT FURRING PREFINISHED PANEL SIDING ELEVATIONS WRB APR 2 5 2016 BUILDING WINDOW JAMB AT CEMENT BOARD 2216 Corliss Avenue North eattle, WA 98133 EL 206.235.0935 mail: boyerscotti@gmail.cem ROJECT: Edmonds Mixed Use Building OCATION: m Main Street Edmonds, WA 98020 'REPARED FOR: Edmonds 2020 LLC is undersigned has provided - aildingenclosure-documents iat in my professional idgment are -appropriate- satisfy the. requirements I`.-RCW-64..55.005 through. a.55:o9e. Ntt MV 44�ENKbEpe r�• hsMx 4/22/16 PERMIT SET morn MRreaoR SB R-1 W.RI6ER SB RSE w-1-1I m0.Rc7 70 M—R DT umxmcY 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATES, PLLC nnc EXTERIOR WINDOW DETAILS RRaRca xo 14061.00 APRIL 22, 2016 1403TC NEnNm Pam e1EB1 NUMBER A5■2O SET REC.EIVEO MAY 062016 BECK & ASSOCiATES. PLLC SEE DETAIL 41A5.21 FOR 1 FORMWORK TO REMAIN FOR ADDITIONAL INFORMATION ; BASE MOLDING NAILER '. BRICK x," I :. SIDING PER ELEVATIONS LAP SIDING PER ELEVATIONS I I ; LAP WRB O/ S.S. FLASHING I I ;} WRB &FLASHING WRB • LAP O/SELF ADHERED FLASHING . 1" RIGID INSULATION SEALANT I STAINLESS STL FLASHING III < CONCRETE CURB I 2 X 6 PTO FIBER CEMENT TRIM LIQUID APPLIED TRAFFIC COATING I I : ° d WATERSTOP ° aED - SEALANT WI BACKER ROD I I 4. I' LIQUID APPLIED TRAFFIC COATING _ Jr OR TILE I I 2 X 6 PTO FIBER CEMENT TRIM :,' : I I .; ° 112" u ARIES ` ° I s', 1l2" 6114°' ° D ° CONCRETE SLAB PER STRUCT D ° D ° p CONCRETE SLAB PER STRUCT p ° WALL ASSEMBLY PER p p WALL TAPES 1 PLAN SEALANT PTO HM DOOR PER SCHEDULE SELF ADHERED FLASHING SEALANT W/BACKER ROD =' FLASHING, BACKER ROD & MEMBRANE -WRAP INTO R.O. TO A SEALANT OVERLAP INTERIOR SEALANT JOINT SIDING PER MFR W/MTL EDGE TRIM BRICK FINISH TO MATCH SIDING ". DOOR PER SCHEDULE WRB PTD WD TRIM BRICK L WALL ASSEMBLY PER WALL TYPES 1 PLAN MTLTRACK SIDING W WALL TY ES PLAN OHM DOOR JAMB @ FIBER CEMENT LAP TRANSITION @ CONCRETE DECK TRANSITION @ CONCRETE DECK t `� `'H 3" U. 3" =1'-0" 3" =1'-0" LEVEL 2 COURTYARD < f WALL ASSEMBLY PER WALL TYPES / PLAN LAP SIDING PER ELEVATION WRB - LAP OIMTL FLASHING SEALANT 2 X 6 PTO FIBER CEMENT TF SELF ADHERED FLASHING — MEMBRANE - LAP O/MTL FLASHING & WINDOW FLANGE PTO MTL FLASHING W/ HEMMED EDGE LAP SIDING PER ELEVATION: WRB - LAP O1MTL FLASHING SEALANT 2 X 6 PTO FIBER CEMENT TR SELF ADHERED FLASHING— MEMBRANE- LAP 0/ MTL FLASHING & WINDOW FLANGE PTO MTL FLASHING WI HEMMED EDGE SID WF Z-F SID RIC PT PTO HM DOOR PER SCHEDULE SEALANT WIBACKER RODS SELF ADHERED FLASHING SELF ADHERED FLASHING MEMBRANE -WRAP INTO R.O. TO MEMBRANE -WRAP INTO R.O. TO OVERLAP INTERIOR SEALANT JOINT OVERLAP INTERIOR SEALANT JOINT DOORPERSCHEDULE SEALANT WIBACKER ROD — MTL TRACK MT DOOR PER SCHEDULE PTO WD TRIM SEALANT _1 WALL ASSEMBLY PER WALL TYPES I PLAN WALL ASSEMBLY PER WALLTYPESIPLAN HM DOOR HEAD @ FIBER CEMENT LAP DECK DOOR HEAD AT CEMENT LAP SLAB EDGE AT BRICK SLAB EDGE AT SIDING 6 PT.=V-fr ! 3"=1,0 0 3'=1'4' DOOR PER SCHEDULE SET THRESHOLD IN SEALANT\ SEALANT WIBACKER ROD THIN SET TILE 0/ GROUT BED 0/ WP MEMBRANE SLOPE TO DRAIN 14' PER 1'-0" CONCRETE SLAB ° WP MEMBRANE - EXTEND UNDER ° DOOR PAN FLASHING ° PT WD BLOCKING 77— °' °O° E FORMWORK TO REMAIN FOR I' y BASE MOLDING NAILER 51 TILE WRB - LAP OIS.S FLASHING I ^' V RIGID INSULATION CONCRETECURB ° ° WATERSTOP ° SEALANT 48 Ilr ° TILE ° 4. ° ° 4 ° ° o 4 0 ° d 4 � O /j DOOR PER SCHEDULE DOORTHRESHOLD SETTHRESHOLDIN SEALANT TRAFFIC COATING SLOPE TO DRAIN 1/4" PER V-0" CONCRETESLAB WP MEMBRANE- a d ° EXTEND UNDER DOOR FLASHING ° ° 9 UNIT ENTRY DOOR THRESHOLD AT TILE TILE BASE AT RESIDENTIAL LOBBY DOOR THRESHOLD AT UNIT ENTRY TYPE'A' & 'B' UNITS - LEVEL 2 COURTYARD 10 3" = T-0" V =1'-0" TYPE W & 'B' UNITS - LEVELS 2 & 3 DOOR PER: WP MEMBR) SETTHRESF LIQUID APPI CONCRETE WALI. L ASSES 1 �� WALLTYPESIR DOOR THRESHOLD AT DECK APR 252016 3" = V-0" TYPE'A' & N HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 fEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC he undersigned has provided,. sliding enclosure documents hat in my professional udgment are appropriate o:satisfy.the. requirements f-RCW 64..55.005 through. 4,55..690. �` N K bpAL .1. RCN 4/22/16 PERMIT SET PR- DR— SEI gE PN.. -. SB P—. —mc, NSEI rzAu xcNazN PDT ANCNIrtt 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed by: —.— EXTERIOR DETAILS DOOR & MISC N14001.00 NA APRI L 22, 2016 PR Nu K PAM 9 U' NUNS@ SEr MAY 062015 BECK & ASSOCIAI tS, PLLC SIDING WRB- PREFIP W/ HEN SAFU CONCF APPLIE ALIGN BRICK 0 LEVEL 2 T.O. PT SLAB — +54.87— — LEVEL 2 PERIMETER @ INSET DECK 3" = T-0" d 4 O i O tla d a' 4 tl tl d 4 O d a 1'-1". a d _d d tl 4 tl d: a ° 4 tl b d . tl . � tl tl d 4 d p 4 ° tl 4 13 atl 4 a ° d 4 d. DRIP REVEAL BRICK BEYOND BRICK LEVEL 2 T.O. PT SLAB —+54 87— LEVEL 2 PERIMETER @ CURVED SLAB ABOVE WEST RETAIL ENTRY (AT BRICK ABOVE BRICK I DECK SAF ME SET TH CONCR SEALE[ ALIGN BRICK LEVEL 2 T.O. PT SLAB �+54.87' STEP Is; APR � 25�y2016 E1U1LDIN LEVEL 2 PERIMETER @ CURVED SLAB ABOVE WEST RETAIL ENTRY (AT DOOR ABOVE) HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has .provided- building -enclosure -documents that. in my professional judgment are appropriate t0 satisfy the requirements -6f:RCW-64.55.005. through. 64.55:090. DAR REN9(N 4/22/16 PERMIT SET —CT Mr — SIB PRDJECI MANAGER SB PP0.EL1 ARCNIIECT SB PRDECI RA4 4E— DT .1. ARpOiECT 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATES, PLLC REXTERIOR DETAILS SLAB PERIMETER PR61F<i NQ 14001.00 pAIE APRIL 22, 2016 PRMCT NE—K PAm -ET -DER A5,2. r.. SET MAY 062016 BECK & ASSOCIATES, PLLC 3"=T0" SEE DI ADDITI ALIGN BRICK LEVEL 2 PERIMETER @ BRICK / BRICK 3" =1'-0" LEVEL 2 T.O. PT SLAB -+ST.8i— FR\ SEE DETAIL221A5.22 FOR —CONCRETE 'I _ *'" WALL ADDITIONAL INFORMATION a d 7.;1 o IIY WRB - LAP OI SS FLASHING & E ; � — — SAF MEMBRANE BRICK CLAD PIER BEYOND ° I.I d I :: (;, 9B 9B TILE 01 MORTAR BED 0/ WRB N I I . a SLO E TO (BOTH SIDES OF CONCRETE WALL) _+EVEBL 2L� LAB y _ _ SS FLASHING W/ HEMMED EDGE D/SAFFLASHING d a=SLPETD °MEMBRANE DRAINTYP d6 a4 316"Q a d ° LI d a a a p ALIGN d STL &WOOD TRELLIS ° . - ASSEMBLY BEYOND a a I�, 1- - 1, 4 7AF 1 SE AD CG TR AL CC SE 1 CONCRETE W/APPLIED SEALER LEVEL 2 PERIMETER @ SOUTH INSET DECK / TRELLIS 3" = T-O" LEVEL 2 PERIMETER @SIDING / DECK / CONCRETE BELOW 3" =1'-0" SIDING WRB-I PREFIN WI HEN SAFL/ CONCF APPLIE ALIGN CONCF SEALEI LEV+ SEL 2 T.O. PT SLAB I „ P RECEIVED APR 2 5 2016 OUILDII"I" LEVEL 2 PERIMETER @SIDING/ CONCRETE BELOW 3" =1' 0" HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235,0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The .undersigned has .provided building enclosure documents that in my professional judymentare appropriate to, satisfy the requirements of RCW 6t.55.005. through-. 69..55 r09D. xEr TTw hE� NK Fn�.l` S D\\ DATE PEN90N 4/22/16 PERMIT SET 1c 1 nm SB PT •,N. A SEI PNorcr <NanECT SB P DTT TEN• MEM"E• Md•TECT 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed uy. _ _ BECK & ASSOCIATES, PLLC EXTERIOR DETAILS SLAB PERIMETER N14001.00 D. APRIL 22, 2016 P ECT NETMgM PR A5.23 SET :sECEIVED MAY 062016 DECORATIVE PRECASTCP BRICK TYPE BRICK TYPE ]Irf9i BRICK WRB - LAP 01 SAF MEMBRANE &- SS FLASHING GALVANIZED SHELF ANGLE — SS FLASHING W1 HEMMED EDGE THREADED DOWEL - EPDXY INTO CONC (PER MANUFACURER) TYP BRICK PIER ELEVATION 2 1112. =1,A„ PRECASTBEYOND SEE DETAIL 111A5.24 & 91A5.22 FOR ADDITIONAL INFORMATION —SLOPE 112" 1 T-W SLOPE 1/2" 1 1-0° SAF MEMBRANE - LAP( WRB MIN 4"-CAULK AT r ° . a ' °' ALL HORIZ JOINTS N 4' •d C s BRICK PRECAST CONCRETE A. a ° CONCRETE WALL— ° 8 WRB T.OT.O. CONCRETE WALL -- --1 , , 4 II II IIr a II 1 CONCRETE WALL ' RECEIVED IM Wi,""I K APR 2 5 2016 LEVEL 2 PERIMETER @ INSET DECK BRICK PIER LEVEL 2 PERIMETER @ BRICK / BRICK W/PRECAST STEP BACK BUILDING 3" _ T-V I I 3" _ I,-0, HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The ;undersigned hasprovided buildingenclosvre: documents, that in myprofessional judgment. area appropriate- to satisfy the requirements 'of -RCW 64. 55.. 005. through. 69.55,.09D. rsr ■Ev 1E N pFp .w� e� .. a- 4(22(16 PERMIT SET PRe1PCT nRE= SB P—CT 4ANAWE SB PROrCT MOINEti SB PRY 1 rt4A 4EYf4R DT AACNITEtt 9: 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATES, PLLC nnE EXTERIOR DETAILS SLAB PERIMETER PR14001.00 NArt APRIL22, 2016 PR=T NETWORK PAM A5.24 SET RECEIVED MAY 062016 i 1 I PIER BEYOND CONCRETE PT SLAB WI FORMED EDGE CONCRETE PT SLAB WI CURVED FORMED EDGE BEYOND BRICK KNIFE PLATE BEYOND T PTD W4 X 4 BEYOND SLOPE TO DRAIN 14' PER 1'4" — CANOPY GLAZING BEYOND CONT PTO CURVED W4 X 4 BEYOND ' II w Lj ` OF KNIFE PLATE BEYOND — — +51.00' — — — — — w CONT PTD L3 X 3 ANGLE— CONT TAPEREDT9 1 PTD KNIFE PLATE CONT PTD W4 X 4 CONT PTD W4 X 4 CANOPY GLAZING I SLOPE TO DRAIN ... Awwmymwwv,,� 1/4" PER 1 0 — I 0 I w OF KNIFE PLATE _ +49.34' 1 w 21/2„ CONT PTD L3 X 3 ANGLE CONT TAPERED T9 I STOREFRONT BRICK PIER BEYOND 6-0" I SEE A5.40 FOR CANOPY I SIDEWALK CALCULATION RECEIVE®' APR 2 5 2016 CANOPY DETAIL SECTION SSECOND AVENUE BUILDING 9 3,,1,0„ HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided' 6ullding-enclosure: documents thatin my professional judgmentare appropriate, to satisfy the requirements of!RCW" 64::55.005. through. --64.55.-096. UAR RfY9YN 4/22/16 PERMIT SET PR0.ELr UIRECt"R P SEI 4ANAGER SB PRO . ARCNIIECI SB PRAECI hA4 YEMBFR DT aRcxn[cr sE 8117 REGISTERED ARCHI T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATELLLLC nnE EXTERIOR DETAILS CANOPY P 14001.00 YA1E APRIL 22, 2016 PR 1 NEIR PAIN 9 E1 NYYBm A5.25 SET RECEIVED MAY 062016 AFric R. eccnrl&Toc PI I r A B C D E F G CANOPY / SIDEWALK CALCULATION: 6'-81/2" / IT-2 3/4" = 6 .65% < 66% MAXCANOPY/SIDE ALKWIDTH 9 I I I I I I A5.25 I \�y1 2'- 0" L 8'-0" 10'-6" 10'-6" _2" 8' 4" 641 8'-0" T-B" T 8" 8'-0" -2' 1 1l2" 7112" 2" g 4^ 5!_2^ 7112" 2-7 1/4" \� PTD GALV CONT CURVED L3 X 3 X 3/8 P D ALV T9 TYP PTD GALV CO T L3 X 3 X 3l8 _ UPPER CAN PY P D ALV CONT L3 X 3 X 3/8 N PTD GALV W4 X 4 TYP _— _ — — — OVERLAPS WER D ALV W4 X 4 TYP ��,r _ _ ,r_ ___CANOPYTY _ _ _ _ __ _______ bA I c_G_ ---- 5�?�� II "' II ��—$---____� _____I '-_—---____�— I o--- --------- ------ ------------------- 3' N z ------ ---- PTD GALV T11 TYP I I I I PTD GALV CURVED— PTDI I III °P III 11 I I I I I I I ":'� // I I PTD GALV T9 TYP I I I I W4 X 4 TYP I I I I I I I I I I I I I I I I �� //i/O� `♦ I I I I III GALV W4 X 4 TYP- ILP P =_____------—------ Ile _ _ DI EI 111 III —III III _-----RTYLINE III~ z PTD bkLVCONT�, // Qi ♦ // / II ��— — — — L3X3X -------J 1 I I I o I '` ♦♦ \\/�` ♦ ♦/\ v��Qe♦ /// ♦\ // Q EQ EQ JEQ EQ EQjj,,qEQ EQ EQ EQ EQI EQ EQ EQQEI EQ EQ EQ// PDGALVIW4X4TYP I I L--- ----- 10112" o � c d. II II I II I N � N Ej II II 11 1 0 rl < I -- — L--- w — 2 —A 4— II II II III II I I II II I II i II III II I II II III I II II II I Y II II II I - II III I II I I II II II I PTD GALV T9 TYP I I I I I II III 91/2" I I II III T-0114" 11'-0" II II II II I III w I II II III w II II II I PTD GALV CONT L3 X 3/8— PTO GALV W4 X 4 TYP II II I III " II II II I II II II I II II III o II II III w N II II III CS II II III w II II II I II II II I iv II II III I � II II I II I II II II I I I I I = III 7'-9 3/4" II II III _111 w -n— A4 nE U II L w I I IIII II � I ` I I II I I 28, 81/4„ o UPPER CANOPY t It I I PTD GALV CONT CUR D 1 L3X3X3/8 IIII II I I II II I I II I I PTD GALV CURVED 27'-11114" � � 11 I I W4X4TYP 1 I I I v PTD GALV W4 X 4 TYP 11 11 I I q 1,1; I I _ I _ r--- 4 - II IU a N N U U I cY I ---- RECEIVED N I APR 25 2016 CANOPY PLAN - STEEL SUPPORT STRUCTURE BUILDING HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscoltl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure documents that in my professional judgment are appropriate to satisfy the requirements of RCW 64.55.005.through. '"-55, 090. KEY YIP s� AA RAZE REN4EM 4/22/16 PERMIT SET PROJECT OiRECttY PRVOJEBp1 N A- SB SB 1R 1 RAY 4ENRER DT _wSX 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 212016 Reviewed 6y: BECK & ASSOCIATES, PLLC CANOPY PLAN STEEL SUPPORT PR 14001.00 Dart APRIL 22, 2016 PR T NFiRUM PAM .0 NUN.R A5.40IV DSET MAY 062016 BECK & ASSOCIATES, PLLC A B C D E F G I I I I I I A5.25 I PANELS TYP no \lli\ • � r ��iliil6l�I`w�u'i�mIIIOVm�,. _ �;;�„�:�.�„ II I p I ►�J I— i�UmllllWp d II��U,A��III QI��!�, oill�i�li�lili�ijlll Ihll�'r `\Jllal ';IJylhs�i�l�l �,( Illl�h':e`./ Yrgq�� 0/0 G�'%,, s in_E ��/G,�d ��9�,�,��,�110111111111` I�I� cGMM lIj ?G,O to Im//' /G/ I ��V 1 - %//�%//yM/. CANOPY UPPER CANOPY OVERLAPS LOWER CANOPYTYP RECEIVED . N APR 25 2016 . BUILDING HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure documents_ that in mypro fessional judgment are appropriate to satisfy=the requirements of RCW 64.55.005 through. 69 .55.090. r � s ,A Dart Rcwsm 4/22/16 PERMIT SET PRLrt! WRECILR SEI PRLiLI NANARA SEI P 0.ECL ARCxNECI SB DT ara 8117 REGISTERED ARCHI T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATES, PLLC 1. CANOPY PLAN TOP VIEW PRCtCi NC. 14001.00 oArt APRIL22, 2016 P-7 N-K P- 9�FF1 xuem A5. 1 _.-S1I MAY 062016 BECK & ASSOCIATES, PLLC SEAL REM( STLC GALV SBSA MEME LAPS XHAUST FAN (PER MFR) INSULATION AUM ALLOWABLE HEIGHT :OMBUSTIBLE COVER BOARD RED RIGID INSULATION ERS 5/8" TYPE')CGWB SOLID BLOCKING v: LL C IR CEILING ASSEMBLY 51A5.04 SHAFT WALL SECTION W/ EXHAUST FAN ROOF VENT PER MFR PER ECDC 21.40.030 VENT DUCT (PER MECH) n SEALANT BED REMOVABLE GALV STLCOUNTERFLASHING GALV STL FLASHING SBS MODIFIED BITUMINOUS ROOF MEMBRANE (INSTALL PER MFR) LAP UP AND ON TO TOP OF CURB ROOF MOUNTED VENT EXHAUST 9 3" =1,_0° RIGID INSULATION MAXIMUM ALLOWABLE HEIGHT CANT NON-COMBUSTIBLE COVER BOARD TAPERED INSULATION 2 LAYERS 50 TYPE W GWB 5114" SOLID BLOCKING DUCT 2-HOUR CEILING ASSEMBLY PER 55/A5.04 MEMBRANE ;ING ET AM INSULATION TYP 3T RAIN LEADER, 0 ALLOW FOR SHRINKAGE TYP ROOF DRAIN (VIEW PERPENDICULAR TO UNIT DEMISING WALL BELOW) 3^=r-0" OVERFLOW DRAIN NOT SHOWN —�� PER ECDC 21.40.030 ANCHOR STANCHION D SLEEVE W/ TOP ROLLED INTO PIPE MBING VENT STACK LANT MODIFIED BITUMINOUS ROOF IBRANE (INSTAL PER MFR) OMUM ALLOWABLE HEIGHT LEAD SLEEVE IN MASTIC -COMBUSTIBLE COVER BOARD w ERED RIGID INSULATION PLAN FOR ADDITIONAL WALL TYPE IFIGURATIONS TYP PIPE PENETRATION FALL ARREST AT ROOF 6 3" =1'4' O 3" =1'-P' ROOF DRAIN ROOF SUMP BEYOND NOTE: ROOF MEMBRANE, CAP SHEET, LEAD FLASHING & STRIPPING PILES ALL EXTEND UNDER CLAMPING RING SAF LAPS AROUND POST SEALANT MAXIMUM ALLOWABLE HEIGHT SBS MODIFIED BITUMINOUS ROOF MEMBRANE (INSTALL PER MFR) NON-COMBUSTIBLE COVER BOARD TAPERED RIGID INSULATION NOTE: FALL ARREST SYSTEM IS A BIDDER DESIGN ITEM. THIS DETAIL IS FOR REFERENCE ONLY ANCHOR PLATE (PER STRUCT) PROVIDE BLOCKING BELOW BASE PLATE - CONNECT BLOCKING TO BEAM OR JOIST ROOF OVERFLOW DRAIN W/ WATER DAM MIN 46"X30" LEAD FLASHING SET IN MASTIC SBS MODIFIED BITUMINOUS ROOF MEMBRANE (INSTALL PER MFR) -LAPS OVER & UNDER LEAD FLASHING NON-COMBUSTIBLE COVER BOARD TAPERED RIGID INSULATION OVERFLOW DRAIN TIES INTO MAIN DRAIN RAIN LEADER INSULATION (PER PLUMBING) (TYP) RECEIVIEM APR 25 2016 TYP ROOF DRAIN VIEW PARALLEL TO UNIT DEMISING WALL BELOW Bu1LDiNG HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned hasprovided building, enclosure that in'my- professional - judgment , Pre- appropriate to satisfy -the requirements 6f RCW- 64:55.005. through. 64. 56:090. -MN SM\.A 7.7 iaaeox 4/22/16 PERMIT SET PxorcT wrccTax SB PRO[CT M SB PeaccT P .'i SB P"wceT re.M ..M DT A9LWiEti 3 8117 REGISTERED ARCHI T AS A. B STATE OF WAS".GTON REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATES, PLLC 'EXTERIOR DETAILS ROOF P"14001.00 APRIL 22, 2016 Porn xPraa,x Pn .M1 NW A5.5, , sE MAY 062016 BECK & ASSOCIATES, PLLC 20 16 ELEVATOR SIZE TO BE 16 ADAQUETE FOR FIRE DEPARTMENT GURNEY 16'-5" _� 16'-5" 10 7/8" 6-2 8T @ 11" = 7' 4" 3'-11" 8 8 B A6.05 A6.05 A6.05 p 10 p 20 20 16 16 16 _ 16 09 °P 09 09 _ �. 10 go - - — - A6.01 1O - - - - A6.01---- UP W� 10 nU 10 5PU 4 0 4 16 3 W SEE 9/A6.02 FOR ELEVATOR rr" SEE 9/A6.02 FOR ELEVATOR J LANDING 2-WAY rali 16 u> U LANDING 2-WAY U - U COMMUNICATION SYSTEM �, 16 COMMUNICATION SYSTEM 17. -0 ROOF ACCESS HATCH 1 10 LADDER 1s 4' X 4' ROOF ACCESS SEE 9/A6.02 FOR ELEVATOR HATCH ABOVE LANDING 2-WAY COMMUNICATION SYSTEM - 1 STAIR 1 LEVEL BASEMENT �� STAIR 1 LEVEL 2 STAIR 1 LEVEL 3 SCALE: 114" =1'•0" L SCALE:1/4" =1'-0" `F SCALE:1/4" = T-O" DOOR OPP WALL ROOF ACCESSMO 4' X 4' ROOF ACCESS HATCH STATIONARY NOTE: ALL STAIR AND ELEVATOR 4" X 5'-0") NET D 0 0 13B SHAFTS TO BE PRESSURIZED 3.18 DURING AFIRE INCIDENT I ------------ OD . ' 21 TYP �-) 20 - - -13 2-HR3 9'-8" '-2---- I 21 iTYP i �J l'-2' 9'-10' J' 2 i 16.5" ---li I 6-0 7T@11P=6'-5" '-0118" 8 V-6112" A6.05 II i I i i I I i � P ------ L li I i i u~i L' I 20 LEVEL3T.O.PT LAB I a i 09 - - _ ` ' +63.95' A6.01 20 � — 1 o L-- -- -_- - - — 206 20B OB y L ii ii TYPICAL FOR EGRESS STAIRS: cq i`�--------- ` c RISERS TO BE 7" MAX �y . HANDRAILS TO BE CONTINUOUS AS DRAWN OR: � , ` '-0 . LEVEL 2 T.O. PT SLAB RETURN TO THE WALL AND: 6'-1 T 1 " = 6' 4'-0" �13 1 - +54.87' EXTEND 12" BEYOND TOP & BOTTOM RISERS. + 21 +3 .60' \ 1'-0" +42.1 -- rn 11 /l III +42.10' 30'll -0" 1'-0" 5'-0"- __ ci O o I (7'-0"MIN) o r IVESTIBULE WILL BE PROVIDED 1 8 I UNDER FUTURE TENANT I IMPROVEMENT PERMIT STAIR 1 LEVEL 1 / RESIDENTIAL LOBBY & RETAIL RAMP 7 SLOPED 42"GWB WALL PER --- �� / SCALE: 1/4"=V-0" 11/A6.01 I 42" HIGH GWB WALL ABOVE LEVEL 1 T.O. PT SLAB ELEV 42.10' +39.60' ®®mooll � I I HANDRAIL BEYOND STAIR STEPS BEYOND ' 11 Fg I A6.05 w - I I `oo n aim r� a m I. o ®n D D rF .. �o LEVEL BASEMENT n m I +30.00' ® ° ® RETAIL 112 T.O. PT SLAB F l ® +42.10' M 7 ® � c ® ® M LEVEL 1 T.O. PT SLAB (GARAGE SOUTH END) ® ''®mnm ©�®® M 12 +.,a T.CxR:.. ,. wry k ' , ;:. '.:.- .- . ,. ,. +39.60' � pg D11.3011a®® a� 0o®oo0ra®H AUG 19 zois STAIR 1 / ELEVATOR SECTION RETAIL RAMP SECTION �^��Eo o 9 SCALE: 1/4" = V-0" I I SCALE:1/4" =1'-0" ' 1111111 � I 11111I •1_ � III©11l��© 1 111111�_ � e _ IIL�.1111 �, , �11►. �II r HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyersGattl@?gmaii.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC wrt xFxsa 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS Pac.ccr wxFc.a+ SB P 0.FCi NIJUCEY SB P occr enairtcr PROACT rz.Y uwYFY DT c 8117 REGISTERED ARCHI T SCDTT A. B R STATE OF WASHINGTDN REVIEWED AUG 2 62016 Reviewed 6y: BECK &ASSOCIATES, PLLC VERTICAL CIRCULATION STAIR 1 14001.00 YA¢ APRIL22 2016 Pg0,Et1 NFRMlkt PAM 6t+md uy• P33i. niGR � — C�aiES, PLLC 9FF1 YYYBFR Q�A • SET see Y1,(/!S-[cC S/uof' I 11111I •1_ � III©11l��© 1 111111�_ � e _ IIL�.1111 �, , �11►. �II r HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyersGattl@?gmaii.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC wrt xFxsa 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS Pac.ccr wxFc.a+ SB P 0.FCi NIJUCEY SB P occr enairtcr PROACT rz.Y uwYFY DT c 8117 REGISTERED ARCHI T SCDTT A. B R STATE OF WASHINGTDN REVIEWED AUG 2 62016 Reviewed 6y: BECK &ASSOCIATES, PLLC VERTICAL CIRCULATION STAIR 1 14001.00 YA¢ APRIL22 2016 Pg0,Et1 NFRMlkt PAM 6t+md uy• P33i. niGR � — C�aiES, PLLC 9FF1 YYYBFR Q�A • SET see Y1,(/!S-[cC S/uof' � e _ IIL�.1111 �, , �11►. �II r HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyersGattl@?gmaii.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC wrt xFxsa 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS Pac.ccr wxFc.a+ SB P 0.FCi NIJUCEY SB P occr enairtcr PROACT rz.Y uwYFY DT c 8117 REGISTERED ARCHI T SCDTT A. B R STATE OF WASHINGTDN REVIEWED AUG 2 62016 Reviewed 6y: BECK &ASSOCIATES, PLLC VERTICAL CIRCULATION STAIR 1 14001.00 YA¢ APRIL22 2016 Pg0,Et1 NFRMlkt PAM 6t+md uy• P33i. niGR � — C�aiES, PLLC 9FF1 YYYBFR Q�A • SET see Y1,(/!S-[cC S/uof' HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyersGattl@?gmaii.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC wrt xFxsa 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS Pac.ccr wxFc.a+ SB P 0.FCi NIJUCEY SB P occr enairtcr PROACT rz.Y uwYFY DT c 8117 REGISTERED ARCHI T SCDTT A. B R STATE OF WASHINGTDN REVIEWED AUG 2 62016 Reviewed 6y: BECK &ASSOCIATES, PLLC VERTICAL CIRCULATION STAIR 1 14001.00 YA¢ APRIL22 2016 Pg0,Et1 NFRMlkt PAM 6t+md uy• P33i. niGR � — C�aiES, PLLC 9FF1 YYYBFR Q�A • SET see Y1,(/!S-[cC S/uof' SEE 91A6.02 FOR ELEVATOR LANDING 2-WAY COMMUNICATION SYSTEM =0 Was iiIN �11 IIIIr©_1� . 1111111 � ,a! 4n 7ra- 0IIIIIIIIIIIII ® I 3w w.m 111111�' III ©III 1111111� —I © 1I � I► w� ■ m 16 J in U 16 a SEE 91A6.02 FOR ELEVATOR rn� LANDING 2-WAY ' COMMUNICATION SYSTEM ROOFACCESS HATCH LADDER 4' X 4' ROOF ACCESS LANDING2-WAY .....v. HATCH ABOVE COMMUNICATION SYSTEM 1 STAIR 1 LEVEL BASEMENT STAIR 1 LEVEL 2 STAIR 1 LEVEL 3 SCALE:114" = T-0" 2 SCALE:1/4" = T-O" SCALE: 114" = V-0" ,I col 4' X 4' ROOF ACCESS HATCH — NOTE: ALL STAIR AND ELEVATOR SHAFTS TO BE PRESSURIZED DURING A FIRE INCIDENT IN DOOR OPP WALL -ROOF ACCESS LADDER RUSKIN ELF6375DXSTATIONARY RELIEF LOUVER (V4" X 5'4") NET FACE AREA REO'D 3.18 W J_ Ily - n O I K --4— m ❑0 a®® �a Dan II 00MOMMla s®m LEVEI ® a I ® +30.01 oa ea E o 7 a e © A6.05 a M a 12 � ®I I ® o A6.05 1.1 QL. — P,� Q m®rCIDi]L791 ®� E�h463®F1 t9 P2® 1 t i Art, I MMM��TC _ ®1Win � IIL1°III ®. �11►,.R�11 ®1111 CIE[ STAIR 1 LEVEL 1 / RESIDENTIAL LOBBY 7 SCALE:114' =1'-0" .'\ RETAIL RAM. _ / N SCALE:114" =1'-0" RETAIL +42.10' 112 T.O. PT SLAB —� ENTRY DOOR TYP PLANS III�1''lllllll"III•_. ��..�■ .I.IIIIII, .III II.III�I....!111.� 11�1 _ EXAMINER�i I I�IIII --- I III�IIIIDATE IIIIIIIIII II IIIIIIII��I�� IIIIII�!IIII�I��.I� ��;ailll�l ll�lllllllll�l� l�llllll�il�, - �111181■�_ ■I�'��I 'llll�i■■ ' jjl _ JIM HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@?gmaii.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC OARS -.. 4/22/16 PERMIT SET &8/18/16 PERMIT REVISIONS &11/14116 PERMIT REVISIONS /A2/22/17 CONFORMED SET &11/21/17 CA REVISION /L3/15/18 ASI-004 PROJECT WE - SIB PROJECT -- SIB PROJECT MCHIIECf SIB PRO.ECT TEAM MENDER DT PRLHIFOI 8117 REGISTERED ARCH[ T SCOTT A. STATE OF WAS HINGTON RE-Vi"9110H APR 10 201-3 ..IL.I .I)EP 0 3 VERTICAL CIRCULATION STAIR 1 PROJECT N0. 14001.00 RA FEBRUARY 22, 2017 PROTECT NETMCRR P 91FEf MJNEER A6.01 CONFORMED SET STAIR 1 / ELEVATOR SECTION 9 SCALE:114"=14' RETAIL RAMP SECTION 11j SCALE 114" =1'-0" PROVIDE RAILS AT FENCE ADJACENT TO GATE AS NEEDED TO FILL OPEN AREAS - END WALL IN STAIR- OR GUARDRAIL CONTINUATION Vex 5" STEEL STRIKE PLATE -SECURE TO WALL Sox 5" STEEL STRIKE PLATE -WELD TO GATE & ATTACH RUBBER BUMPER AN SIGNAGE 1 "0 @ 4112" O.C: TYPICAL FOR EGRESS STAIRS: RISERS TO BE 7" MAX HANDRAILS TO BE CONTINUOUS AS DRAWN OR: RETURN TO THE WALL AND: EXTEND 12" BEYOND TOP & BOTTOM RISERS. '-0 0 4'-2 1/2" 7T @ 11" = 6'S" 4'-10" 15'-51/2" DISC_ I- RG BARRIER STAIR 2 LEVEL 2 STAIR 2 LEVEL 3 SCALE: 1 1/2" =1'-0" SCALE:1/e = T-0" SCALE:1/4" =1'-0" 4200 Analog Emergency Communication System for Area of Rescue ADA Area of Rescue Assistance Call Systems for Emergency Communication in Hospitals and Other Medical Facilities The Americans with Disabilities Act (ADA) requires an Area of Refuge system in all newly constructed multi -story commercial buildings and public accommodations to provide a means to request evacuation assistance in emergencies. The ADA requirements also apply to significant renovations of existing multi -story facilities. Exact requirements may vary depending on local contraction regulations, any sprinkler system in place, and the type of building. Comell's Area of Refuge and Area of Rescue Assistance systems allow you to meet all the necessary requirements to promote the safety of patients, residents, and staff in an emergency, such as evacuation for a fire. The 4200 area of refuge call stations allow patients to call for help and received instructions in an emergency situation and help rescue personnel find them quickly. Emergency Call System Solution System Ormte The 4200 Series Audio Rescue Assistance System is time proven in the field and has received wide industry acceptance. The 4200 emergency call system includes voice communication, which is initiated by simply depressing the call station button transmitting the signal to a central annunciamr panel and optional access to a public telephone line. A single pulse tone and a flashing light signals the caller that the alarm has been received. The control station can then talk to the caller over the intercom. The caller need not take any other action to communicate with the control station, an important feature when a caller is under stress in an emergency situation. System Comparison Area of Refuge with Two -Way Communication The 4200 area ofrefge system allows easy communication between an emergency intercom call station and a main control panel. Upgrade to the 4800 area ofrefge phone system for the ability to call emergency responders directly when onsite rescue assistance is not available. Two-way, voice communication allows patients, residents, and staff waiting for help to give information to rescue personnel and receive instructions. Area of Refuge or Rescue Assistance System Features Improved Surface Finish: Our new self-cleaning ceramic polymer coating preserves and protects the annunciator surface finish. ELEVATOR LANDING 2 WAY COMMUNICATION SCALE: NTS Larger Sizes Available: Now available in standard sins to 44 mnes. Call factory for larger applications Area of Refuge system annunciator panels (also called control stations or master panels) with 4 to 44 zones make them ideal for any size facility. Choose the model with the number of mnes your hospital, outpatient clinic, assisted living facility, or other building needs to meet rescue assistance requirements and keep your patients and residents safe. Versatile, Dependable Rescue Assistance Communication Get Help with System Desinn/Installation The control station operator, on receiving a call station signal, activates a tame switch that illuminates both a flashing red LED and a green "voice" LED. By depressing and releasing the "talk" button, voice communication is establisbed for as long as required. Upon completion the appropriate zone button is depressed again; however, the flashing red light continues. If more than one mne is signaling, the control station accepts the calls in the same manner. When the emergency is resolved, the control station operator pushes a reset switch that restores the entire system to stand-by status. In the event of a wiring fault, each annunciator zone is equipped with a yellow LED that will illuminate and an alarm will sound identifying the area requiring service. Vandal -Resistant and Weather -Resistant Area of Rescue Call Systems CORNELL now offers vandal -resistant area of ref se call stations for false alarm prevention and weather- maistant call stations for outdoor use. The design offers heavy duty switches and speakers along with heavy gauge stainless steel plates and Phillips screws. Tamper -proof screws are available for purchase along with the tool to install them if required. Area of Refuge Lighted/Illuminated Signage CORNELL offers a complete line of Rescue Assistance Signing, This includes powered illuminated signs with battery back-up and our RADIANCErm photolumineseentroam identification signs, as well as direction and location signs. These signs meet ADA requirements and specifications for use with Areas of Rescue Assistance. Contact the area of rctooe manufacturers at Cornell Communiea0ona today for more information on our w1d, selection of Area of Rmeue systems, including our 4800 Dieital Area of Rescue System. 7/3/2016 STAIR 2 / SECTION J SCALE: 1/4" =1'-0" 1" SIZE WITH 1/4" STROKE WEST STAIR STAIR 3 NO ROOF ACCESS ROOF ACCESS 5" SIZE WITH 3/4" STROKE -B1 2 V SIZE WITH 1/4" STROKE B1 THROUGH 3 B1 THROUGH 4 EXIT LEVEL 1 EXIT LEVEL 2 NOTE: TEXT IS FOR EXAMPLE PURPOSES NOTE: STAIR SIGNAGE TO IDENTIFY THE TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ENCLOSURE, THE IDENTIFICATION OF THE STAIR, THE STORY SIGN IS MOUNTED, THE AVAILABILITY OF ROOF ACCESS, AND THE LEVEL OF EXIT DISCHARGE. NOTE: A SIGN STATING "EXIT" IN RAISED CHARACTERS AND BRAILLE AND COMPLYING WITH ANSI ICC 117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EXIT STAIRWAY AND EXIT PASSAGEWAY. M11"3z U AUG 19 7016 eul�Nc oer+AlrltvtErgr OFEUMONpg f� STAIR IDENTIFICATION SIGNAGE 1 G SCALE:NTS HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscoltl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC core srwam 4/22/16 PERMIT SET A8/18/16 PERMIT REVISIONS rased awcma SB --or, SB MCNnrcr $B Paarm reaN nraers ARnO r 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED ALIS 262016 Reviewed .y. _ BECK & ASSOCIATES, PLLC anc VERTICAL CIRCULATION STAIR 2 Pa 14001.00 APRIL 22, 201&,-ea{Rp1 PaaECi NErAaaa PArr�-. ••. W�..• . ASS$ Pl1 C a 6EG\: & A6.02 SET 1 1/2"X1 1/2"X3/16" STEEL ANGLES ELEVATOR PIT REAR SHAFT WALL 18" SQUARE BENTONITE AGAINST CONIC e a SUMP o STEEL GRATE ' PIT to ELEVATOR SUMP PIT SEE FLOOR PLAN FOR WALL TYPE SHAFT ELEVATOR DOOR ELEVATOR FRAME INTERFACE OF FRAME AND WALL PER ELEVATOR MFR. RECCOMENDATIONS ELEVATOR JAMB, HEAD & SILL `+ 3" =1'-D" FLOOR FINISH PER SCHEDULE ELEVATOR DOOR MANUFACTURERS STANDA ADJUSTABLE SILL & PLATE 4 X 4 STEEL ANGLE SUPPORT STEEL ANGLE W/ANCHOR TYP CONCRETE FLOOR ELEVATOR DOOR SILL O 3" = V-p„ STEEL "DOUGHNUT' WELDED TO CASING CONCRETE SEE STRUCT w 3/8" x 2" STEEL SIDE RAILS �o �I II ° ELEVATOR PI �I I II II I o m 1" DIA STEEL RUNGS III=11I: 1=1I1=1 p p ° III DTI - a THRU SIDE RAILS & WELDED (12" O.C. I1=1I I: l l—_ I 1=1I1=1 I I 1=1I. II I �T17I MAX) LI 1'4" 3/4" DIA EXP. BOLTS p — — �D i— CLEAR (np) 3/8"x2"STEEL BRACKETS. WELD TO J�— BENTONITE AGAINST SIDE RAILS BENTONITE CORNER II �" "I -I CONC STRIP 11=1I1=1I—III 1=1I1=f1 _ �_' I I-1I = WATERSTOP WRAPPED ELEVATOR PIT PARAGRANULA 1�= IL' I' =1I I- =1Ir AROUND CASING FLOOR CANT CASING FOR �? FRONT SIDE ELEVATOR PLUNGER RECEIVED APR 25 2016 ELEVATOR PIT ACCESS LADDER ELEVATOR PIT DETAIL EWILDING 1/2" =1. 0" L N.T.S. HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned .has provided building enclosure -.documents that in my'professional judgment are appropriate to satisfy the requirements. of RCW 6'4:55.005.through - 64.55_090, i.EN Ks p,a c� S aA .J� Daly xENgIXI 4/22/16 PERMIT SET rxwrcr dR[Crgt SB vxwecr uaxa¢x $B a" axairzcr SB aRw 1 1falA YI— DT aea axuartcr 8117 REGISTERED ARCM T SC-TT A. I, R STALE OT WASHINGTON REVIEWED AUG 262016 le i—ed 8y: IECK & ASSOCIATES, PLLC ELEVATOR DETAILS "14001.00 APRIL 22, 2016 W°rcr NF— .. .III xuu A6.05 SET a _CIVCQ MAY 062016 TYPE B A� N UNIT A FLOOR PLAN (1486 SF) W 1/4" = V-0" UNIT 204 0 2 4 8 I Tj 6 TP I I I TYPE B UNIT A REFLECTED CEILING PLAN 1 /4" = V-0" 0 2 4 8 UNIT 204 MS AUG 19 7g16 euaoi,.;cmnr�rnawr HALLER ARCHITECTS LLC 12216 CDrliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC WR R[N9d1 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS R—T.-T. P�BTM SB a xxanrcr SB I. -IT rz.0 xcueex DT WMlw' Of 8117 REGISTERED ARCHI T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 ReAi w �y. BECK & ASSOCIATES, PLLC NIT A PLAN LEVEL 2 vxo�a xa 14001.00 oxrc APRIL27n,2QTlV1N "'0 vxoEcr xrrwoxx >�nr 62�16 ^2 fig, n550G\P�ES srtcr xwa" g�,�-• A8.01 S� 1/2" ------------- \ �6Y \ \ \ 6'-5° `\ LIVING i 22 ��Q � / \ i / BEDROOM F—S,`�< �I 0 1 Kul/ � k � 111i ICI �w■� �� H : I==1 I, � I �:1�� o o �� I ■1 loll M 22 I 2' O" '-0 BEDROOM 1■■I M In 1FEE0� I 1'-91/2" 1,_9m T-C TYPE B UNIT A FLOOR PLAN JjL32 SF 1/411 = 1'-0" 0 2 4 8 DECK 6'_5X 3-2- BEDROOM 10'-7" q---VERIFY SHOWER 48" X 37 1/2" (W/ FLANGE) 0 -3 /2" T-4 3/4 W.I.C. a ENTRY fV — BATHTUB 60" X 32"(W/FLANGE) VERIFY 6-7112" 8'-0 3/4" I61 UNIT 304 A UNIT PLAN NOTES I NO CONCRETE COLUMNS OR CONCRETE SHEAR WALLS ABOVE LEVEL 3 - WOOD FRAMING ONLY AT 1 — LEVEL4 TYPICAL UNIT INTERIOR WALL U.N.O. (SEE SHEET A5.01) 4 TYPICAL UNIT DOOR JAMBS 4" ON HINGE SIDE U.N.O. I COUNTERS TO BE 36" A.F.F. U.N.O. 7 � �TYPE'A'TOILET � ----,� i Iao I L—_---J 22 — — N I 2X6 % WALL H-CAP CLEARANCES PER ANSI 117.12009 v RCP NOTES NEW IF SO FFIT 8"BELOW CONCRETE CEILING U.N.O._- EXHAUST FAN I ® EXHAUST FAN / LIGHT COMBO SURFACE MOUNTED LIGHT FIXTURE O RECESSED CAN LIGHT FIXTURE PENDANT LIGHT FIXTURE TRACK LIGHTING FIXTURE SD SMOKE DETECTOR: INSTALL PER IFC 2012 907.2.11.2 PROVIDE CARBON MONOXIDE I r ALARMS PER IBC 2012 908.7 F — — — — DUCTING: MAINTAIN REO'D 3 — _ CLEARANCE BETWEEN DUCT TERMINATION AND OPERABLE I OPENINGS AT BUILDING EXTERIOR. TYPE B UNIT A REFLECTED CEILING PLAN 1 /4" = 1'-0" 0 2 4 8 TYP 60 3 1 A� N UNIT 304 RE-aU� AUG 19 2016 eu�,Na oevnmMErur OFEOMONOS HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC Dz R 9. 4/22/16 PERMIT SET Z�,8/118/16 PERMIT REVISIONS I-T CWECrgR SB P atcr uxxx¢R SB PRotn exairter SBn P rElll YEMBfR aDT eRCw1ECr A 8117 REGISTERED ARCHI T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUS 262016 Reviewed By: BECK & ASSOCIATES, PLLC NIT A PLAN LEVEL 3 PRYFCi X0. 14001.00 Yert APRIL22, 2Q�16^�.� PRutcr xfnnYYC Pent -�ti �3��52816 �EEi xYYxER 6E��°�SOC1A'(Ea PIIC A8.02 sET BATHTU 32" (W/ I VERIFY 2X ( — — TYPE B UNIT B FLOOR PLAN (1151 SF 1 /4" = 1'-0" 0 2 4 8 N UNITS 203 & 303 UNIT PLAN NOTES NO CONCRETE COLUMNS OR CONCRETE SHEAR WALLS ABOVE LEVEL 3 - WOOD FRAMING ONLY AT LEVEL 4 -MR—I I TYPICAL UNIT INTERIOR WALL U.N.O. (SEE SHEET A5.01) 4 TYPICAL UNIT DOOR JAMBS 4" ON HINGE SIDE U.N.O. COUNTERS TO BE 36" A.F.F. U.N.O. �TYPE'A'TOILET � 4'-0" I------J H-CAP CLEARANCES PER ANSI 117.12009 RCP NOTES SOFFIT 8" BELOW CONCRETE CEILING U.N.D. EXHAUSTFAN ® EXHAUST FAN / LIGHT COMBO SURFACE MOUNTED LIGHT FIXTURE O RECESSED CAN LIGHT FIXTURE PENDANT LIGHT FIXTURE TRACK LIGHTING FIXTURE SD SMOKE DETECTOR: INSTALL PER IFC 2012907.2.11.2 PROVIDE CARBON MONOXIDE ALARMS PER IBC 2012 908.7 F — — — — DUCTING: MAINTAIN REO'D CLEARANCE BETWEEN DUCT TERMINATION AND OPERABLE OPENINGS AT BUILDING EXTERIOR. T I =T M1I I so I I CU T I Il � II T I SD II I SD I ( 6 I A9.05 TYP I I TYPE B UNIT B REFLECTED CEILING PLAN 1 /4" = 1-0" 0 2 4 8 13 N UNITS 203 & 303 -Sum AUG 19 70ts �Cf�IYNOFr NIt�M,u HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC B R REM.. 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS PRBEET BiRECTOR SB PRUECT M.W"EER rRSo.EB ..'RECr SB PRUBT RE. MEMBER DT IAtlxRCi EF 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON 1_.—.. REVIEddED,..__. AUG 262016 Revie—c by: BECK & ASSOCIATES, PLLC NIT B PLAN FRB.ECT xB. 14o01.00 DARE APRIL 22, 2016;^°r Rxaccr xErwow� R�Tx �. RIO TES, PI�C �50CIA srtEr xuuew A8.03 sET E I TPARTY WALL I TYPE B UNIT D FLOOR PLAN (1046 SF 1 /4" = 1'-0" 0 2 4 8 -�N UNITS 202 & 302 UNIT PLAN NOTES NO CONCRETE COLUMNS OR CONCRETE SHEAR WALLS ABOVE LEVEL 3 - WOOD FRAMING ONLY AT LEVEL 4 __1 I TYPICAL UNIT INTERIOR WALL U.N.O. (SEE SHEET A5.01) 4 TYPICAL UNIT DOOR JAMBS 4" ON HINGE SIDE U.N.O. COUNTERS TO BE 36" A.F.F. U.N.O. �TYPE'A'TOILET � I I ? I I � L_____J H-CAP CLEARANCES PER ANSI 117.12009 RCP NOTES SOFFIT 8" BELOW CONCRETE CEILING U.N.O. EXHAUSTFAN ® EXHAUST FAN / LIGHT COMBO SURFACE MOUNTED LIGHT FIXTURE O RECESSED CAN LIGHT FIXTURE PENDANT LIGHT FIXTURE TRACK LIGHTING FIXTURE SD SMOKE DETECTOR: INSTALL PER IFC 2012 907.2.11.2 PROVIDE CARBON MONOXIDE ALARMS PER IBC 2012 908.7 E — — — — DUCTING: MAINTAIN REQ'D CLEARANCE BETWEEN DUCT TERMINATION AND OPERABLE OPENINGS AT BUILDING EXTERIOR. TYPE B UNIT D REFLECTED CEILING PLAN 1 /4" = 1'-0" 0 2 4 8 -JN i i 202 & 302 RE US AUG 19 ?w 8%R0M1F.1w49&— HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 266.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC MTR 4/22/16 PERMIT SET ,L8/18/16 PERMIT REVISIONS PRN, NT -- SIB PRN2CT N.-R S PRN.EBCT IA =7 SB PRMCT - -ER DT IACWRCL SE 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON I d. j.I AUG 262016 Reviewed Oy: BECK & ASSOCIATES, PLLC NIT D PLAN IR- 0. 14001.00 0>R APRII-22, 2016 PR0.EC1 NETMIRX PRM p'gr,i., h Y4"v�L pUG 26 C MEET HWB[R �p550�iP� A8:04 SET TYPE B UNIT E FLOOR PLAN (1035 SF 1/4" = 1'-0" 0 2 4 8 60" X ANGE) UNITS 201 & 301 UNIT PLAN NOTES NO CONCRETE COLUMNS OR CONCRETE SHEAR WALLS ABOVE LEVEL 3 - WOOD FRAMING ONLY AT LEVEL4 TYPICAL UNIT INTERIOR WALL �LJ U.N.O. (SEE SHEET A5.01) 4 TYPICAL UNIT DOOR JAMBS 4" ON HINGE SIDE U.N.O. COUNTERS TO BE 36" A.F.F. U.N.O. �TYPE'A'TOILET � L_____J 4'-0" H-CAP CLEARANCES PER ANSI 117.1 2009 RCP NOTES FIEN SOFFIT 8" BELOW CONCRETE CEILING U.N.O. EXHAUSTFAN ® EXHAUST FAN /LIGHT COMBO SURFACE MOUNTED LIGHT FIXTURE O RECESSED CAN LIGHT FIXTURE PENDANT LIGHT FIXTURE TRACK LIGHTING FIXTURE SD SMOKE DETECTOR: INSTALL PER IFC 2012 907.2.11.2 PROVIDE CARBON MONOXIDE ALARMS PER IBC 2012 908.7 E- — — — — DUCTING: MAINTAIN REQ'D CLEARANCE BETWEEN DUCT TERMINATION AND OPERABLE OPENINGS AT BUILDING EXTERIOR. G I I I I I I I I TYPE B UNIT E REFLECTED CEILING PLAN 1/4" = 1'-0" 0 2 4 8 -� N UNITS 201 & 301 REQU AUG 19 7016 6U R19 D.-... Nr f1YOFEDMON05 HALLER ARCHITECTS LLC 12216 Curtiss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@)gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC M2 IE4T90N 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS 1R0.ECT CRV.. SB I-TW R SB PR-T NI -CT SB rar 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON AUG 262016 Reviewed Ey: BECK & ASSOCIATES, PL-C NIT E PLAN 4001.00 APRIL 22, rRucr R[nrora vux W326101 & -El Pssool��r'' A8.05 sET TYPE B UNIT G FLOOR PLAN (854 SF 1 /4" = 1'-0" 0 2 4 8 -�N UNIT 211 UNIT PLAN NOTES NO CONCRETE COLUMNS OR CONCRETE SHEAR WALLS ABOVE LEVEL 3 - WOOD FRAMING ONLY AT LEVEL 4 -1 TYPICAL UNIT INTERIOR WALL —_I E U.N.O. (SEE SHEET A5.01) 4 TYPICAL UNIT DOOR JAMBS 4" ON HINGE SIDE U.N.O. COUNTERS TO BE 36" A.F.F. U.N.O. 'W-ff A' TOILET r----- I I I IN I I� 4,Ax L-------I 6-0" H-CAP CLEARANCES PER ANSI 117.12009 RCP NOTES SOFFIT 8" BELOW CONCRETE CEILING U.N.O. EXHAUSTFAN ® EXHAUST FAN I LIGHT COMBO SURFACE MOUNTED LIGHT FIXTURE O RECESSED CAN LIGHT FIXTURE PENDANT LIGHT FIXTURE TRACK LIGHTING FIXTURE SD SMOKE DETECTOR: INSTALL PER IFC 2012 907.2.11.2 PROVIDE CARBON MONOXIDE ALARMS PER IBC 2012 908.7 F — — — — DUCTING: MAINTAIN REQ'D CLEARANCE BETWEEN DUCT TERMINATION AND OPERABLE OPENINGS AT BUILDING EXTERIOR. TIG T DRYERS 6 TYP A9.05 TYPE B UNIT G REFLECTED CEILING PLAN 1 /4" = T-0" 0 2 4 8 �� N UNIT 211 EMUS AUG 19 2016 BURCfLOINiYOFO Q-ARV ONDS;�in,T1M HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscoltl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC TMTe 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS I..P. mR — SB IN— MAN-R SB PR—T enwiTEcr SB —R T 1FA4 4FM&fl CIT NitMlEtt SE 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON AUG 262016 Reviewed By: BECK & ASSOCIATES, PLLC NIT G PLAN PRaccr xo. 14001.00 MnTc APRIL22,2Q16'"< PROECT HEMURR -H �J2�2p16 �SSpC\PEES' —T xwarn gEp A8.06 SET V-7 BATHTUB60" 32" (WI FLANE E) VERIFY " +34" . _nl �O°'lllll� TYPE A UNIT G FLOOR PLAN 1 /4" = 1'-0" 0 2 4 8 SF) Gk WALL BEDROOM fV 8 FIREPLACE 1 A LIVING UNIT PLAN NOTES NO CONCRETE COLUMNS OR CONCRETE SHEAR WALLS ABOVE LEVEL 3 - WOOD FRAMING ONLY AT LEVEL4 —_I-1 TYPICAL UNIT INTERIOR WALL �LJ U.N.O. (SEE SHEET A5.01) T4 TYPICAL UNIT DOOR JAMBS 4" ON I HINGE SIDE U.N.O. COUNTERS TO BE 36" A.F.F. U.N.O. �TYkE TQLJE F----, I I AA REQ'D EMERGENCY 4'-0' ESCAPE WINDOW 5'-0" H-CAP CLEARANCES PER ANSI 117.12009 -7N UNIT 311 RCP NOTES SOFFIT 8" BELOW CONCRETE CEILING U.N.O. EXHAUSTFAN ® EXHAUST FAN I LIGHT COMBO 0 SURFACE MOUNTED LIGHT �f FIXTURE O RECESSED CAN LIGHT FIXTURE PENDANT LIGHT FIXTURE TRACK LIGHTING FIXTURE SD SMOKE DETECTOR: INSTALL PER IFC 2012 907.2.11.2 PROVIDE CARBON MONOXIDE ALARMS PER IBC 2012 908.7 — — — — DUCTING: MAINTAIN REQ'D CLEARANCE BETWEEN DUCT TERMINATION AND OPERABLE OPENINGS AT BUILDING EXTERIOR. TYPE A UNIT G REFLECTED CEILING PLAN �A 1 /4" = 1'-0" 0 2 4 8 -� N UNIT 311 P22-Ua AUG 19 7016 "ry` HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 266.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC n�a ansa 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS PRuccT owccTOR SB PRpEM NI,N�aR SEB aRairtcT vxacBer ueNRER D T ,rax xaacr x 8117 REGISTERED ARCHI T SCOTT A, B R STATE OF WASHINGTON AUG 262016 Reviewetl cy: BECK & ASSOCIATES, PLLC nnc UNIT G PLAN TYPE A UNIT vRucT Na 14001.00 ' PRIL22, 2U1,6 � PRaEcr xcTnuwtv�n y�er tip16 scar xwew gt;GK A8.07 SET G V-2112" T I I 12 I I ENTRY 1 1 I I N 17" 4'-2 1/2" '-3 12' 6'-2112" L 8'-5" 2'-6 3/4" O BATHTUB 60' X I 5'-111/4" 32" (W/ FLANGE) VERIFY n I-2 X 6 WALL n —2 X 6 WALL n n pad N Hit Ir uu o IMES TYPE B UNIT H FLOOR PLAN (1046 SF 1 /4" = V-0" 0 2 4 8 UNIT 210 UNIT PLAN NOTES NO CONCRETE COLUMNS OR CONCRETE SHEAR WALLS ABOVE LEVEL 3 - WOOD FRAMING ONLY AT LEVEL4 I TYPICAL UNIT INTERIOR WALL U.N.O. (SEE SHEET A5.01) 4 TYPICAL UNIT DOOR JAMBS 4" ON HINGE SIDE U.N.O. COUNTERS TO BE 36" A.F.F. U.N.O. �TYPE'A'TOILET � I I I: I Im I I E.----- I I L-----J 4'•0" H-CAP CLEARANCES PER ANSI 117.12009 RCP NOTES SOFFIT 6" BELOW CONCRETE " CEILING U.N.O. EXHAUST FAN ® EXHAUST FAN / LIGHT COMBO SURFACE MOUNTED LIGHT FIXTURE O RECESSED CAN LIGHT FIXTURE PENDANT LIGHT FIXTURE TRACK LIGHTING FIXTURE SD SMOKE DETECTOR: INSTALL PER IFC 2012 907.2.11.2 PROVIDE CARBON MONOXIDE ALARMS PER IBC 2012 908.7 F — — — — DUCTING: MAINTAIN READ �J CLEARANCE BETWEEN DUCT TERMINATION AND OPERABLE OPENINGS AT BUILDING EXTERIOR, TYPE B UNIT H REFLECTED CEILING PLAN 1 /4" = T-0" 0 2 4 8 N UNIT 210 R2OU g��AUG 19 2016 G'f�`/-GN MpRN. HALLER ARCHITECTS LLC 12216 Curtiss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC "X nENnpl 4/22/16 PERMIT SET �8/18/16 PERMIT REVISIONS PRoccT omECTOR SB P .. "AN— SB PRO.ELT .._T SB PRniCI — 4E— �DT AWAIECE 411 7 REGISTERED ARCHIT T SCOTTA. B R ATE OF WASHINGTON REVIEWED AUG 202016 Reviewed By: BECK & ASSOCIATES, PLLC NIT H PLAN � cr . 140xo01.00 RAAPRIL.22, 2016 PRUCT NEIWJ■t PAM �We SHEET NUMBER AB. SET G H , Q UNIT PLAN NOTES G H Q I Q 6-2112" NO CONCRETE COLUMNS 1'-101/2" CONCRETE SHEAR WALLS ABOVE I LEVEL 3 - WOOD FRAMING ONLY AT I I LEVEL 4 ICAL UNIT INTERIOR WALL NPO.(SEE SHEET A5.01) TYPICAL UNIT DOOR JAMBS 4" ON 1 HINGE SIDE U.N.O. ENTRY COUNTERS TO BE 36" A.F.F. U.N.O. 17 ITYPE'A'TOILET \ _ r I 1, I m 1 4'-2112° 3 12" 7" T-0" 7'-7 3/4" Z-6 3/4° I I� I 1 BATHTUB 60" X c 0 1'-6" 1'-6" 5'-11/4" (TNT FLANGE) 4'-0° L J I N - VERIFY VERIFY 5'-0" 1 1 X 6 WALL 1 2 X 6 WALL 1 8 I k ZA 17qEF a0 � -��I�UN RY iz MERGI H-CAP CLEARANCES PER ANSI 117.12009 r -- pBATH ��BEDROOM J-�REQD I ESCAP WINDOW F___ _ _- �`P O SOFFIT 8" BELOW CONCRETE I ? a SD 5'-5 12" o CEILING U.N.O. a a 8 5 A. EXHAUSTFAN F:3' 8 v 05 6'-8112" 4'-5" 6" 3'-0" FIREPLACE 12 I M ® EXHAUST FAN / LIGHT COMBO I SD V-11" MOUNTED LIGHT -- -- III URE FIXTURE SD O RECESSED CAN LIGHT II 1 BEDROOM 1 1 IS C _ O I I DINING LIVING FIXTURE 1 I I I N r 1 — 1 II 08B PENDANT LIGHT FIXTURE I gil REQ'D EMERGENCY I i i I ESCAPE WINDOW 1 — I AD w v TRACK LIGHTING FIXTURE I I I I I 12 I I L _ ® c65�t� ® — — II — — 1 � gp SMOKE DETECTOR: INSTALL 1 I L PER IFC 2012 907.2.11.2 AA 12 AC PROVIDE CARBON MONOXIDE 8 � 8 8 ALARMS PER IBC 2012 908.7 6 — — — — _ _ _ _ 6 — I 1/21 I DUCTING: MAINTAIN REQ'D I I T-8 3/4° 64" 1 3'-4114" 2'-0" 5' 6" 2'-0" 2'S 1/2' 51-0" 4'-9112" 2'4" 2'-9" CLEARANCE BETWEEN DUCT T-6112' 15' 4112° 2'-6" TERMINATION AND OPERABLE OPENINGS AT BUILDING EXTERIOR. TYPE A UNIT H FLOOR PLAN (1046 SF) GA 1 /4" = 1'-0" 0 2 4 8 -�N UNIT 310 TYPE A 2 UNIT H REFLECTED CEILING PLAN �A 1 /4" = 1'-0" 0 2 4 8 -) N UNIT 310 ZSUB AUG 19 2016 �CINO�"�EC�IMON0.5� HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: 6oyerscottl Wgmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC "ATE REN9LN 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS PH— o"iECNF PRVUSBLT xx — PRS""BT —TECT PaS"BT rcw xc"RER c"DT NKNRCf 8117 REGISTERED ARCHI T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATES, PLLC UNIT H PLAN TYPE EAR UNIT PRnccT xa 14001.00 ox¢ APRIL22, 201�-�1�T4a.� vR"ECT xETx� vxrx'aee„".,, �.. 5 pl1.0 3�nG1AjE %EET xuuem d�Cp($-R A8.09 SET BATHTU 32" (W/ I VERIFY TYPE B UNIT P FLOOR PLAN (1373 SF 1/4" = 1'-0" 0 2 4 8 - ]N UNITS 208 & 308 TYPE B UNIT J REFLECTED CEILING PLAN 1/4" = 1'-0" 0 2 4 8 A� N 1208 & 308 REBUS �ApU�T.G 19 2016 B C'R'n'0OFEO ACNOr HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC OAIE gFN90H 4/22/16 PERMIT SET A8/18/16 PERMIT REVISIONS PROECT OWECIOR SB PggEti NAXALER SEI PRMCT MCxOFCT SEI F—T n:AN —ER DT accn ARwrzcr 8117 REGISTERED ARCHIT T NOT A. B R STATE OF WASHINGTON REVIEWED AUG 202016 Reviewed By: BECK & ASSOCIATES, PLLC NIT P PLAN PRn.ccr xo. 14001.00 APRIL22, PRQECT NEInTMR PAr Y 6 A P�Lc TEs, 9nFrNWRW ge C�/ & A8.1 O SET TYPE B UNIT K FLOOR PLAN (645 SF 1 /41' = 1'-0" 0 2 4 8 -r) N UNITS 207 & 307 UNIT PLAN NOTES NO CONCRETE COLUMNS OR CONCRETE SHEAR WALLS ABOVE LEVEL 3 - WOOD FRAMING ONLY AT LEVEL4 —_-1 TYPICAL UNIT INTERIOR WALL �LJ U.N.O. (SEE SHEET A5.01) 4 TYPICAL UNIT DOOR JAMBS 4" ON HINGE SIDE U.N.O. COUNTERS TO BE 36" A.F.F. U.N.O. 'TYPE'A'TOILEf r----, I I I IN I I` 4'-0N L-----J 5'-0" .�o H-CAP CLEARANCES PER ANSI 117.12009 RCP NOTES SOFFIT 8" BELOW CONCRETE CEILING U.N.O. EXHAUSTFAN ® EXHAUST FAN / LIGHT COMBO SURFACE MOUNTED LIGHT FIXTURE I O RECESSED CAN LIGHT � — —---- FIXTURE — — — PENDANT LIGHT FIXTURE TRACK LIGHTING FIXTURE SD SMOKE DETECTOR: INSTALL PER IFC 2012 907.2.11.2 PROVIDE CARBON MONOXIDE ALARMS PER IBC 2012 908.7 F — — — — DUCTING: MAINTAIN REQ'D CLEARANCE BETWEEN DUCT TERMINATION AND OPERABLE OPENINGS AT BUILDING EXTERIOR. TYPE B UNIT K REFLECTED CEILING PLAN 1 /4" = 1'-0" 0 2 4 8 N UNITS 207 & 307 REBUS AUG 19 7016 �gNOFEpMOFlN0.S� HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottllagmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC mm �m 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS P-CT GWECTIw SB P;g —.R P-T MCNNECT SEI PR.. Tenn uEuem DT 1RMTECT 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON L VI.F nlcDG 262016 :SSOCIATES, PLLC NIT K PLAN PNn��T N4. 14001.00 onAPRIL22 261CV`41a%' P-T NETM9RK P JH. ��,�6ti016 -ET N"NBLY �`G A8.11 SIET TYPE B UNIT M FLOOR PLAN 1 /4" = 1'-0" 0 2 4 8 SF _ )N UNITS 206 & 306 UNIT PLAN NOTES NO CONCRETE COLUMNS OR CONCRETE SHEAR WALLS ABOVE j LEVEL 3 - WOOD FRAMING ONLY AT LEVEL 4 — 1-1 TYPICAL UNIT INTERIOR WALL U.N.O. (SEE SHEET A5.01) 4 TYPICAL UNIT DOOR JAMBS 4" ON HINGE SIDE U.N.O. COUNTERS TO BE 36" A.F.F. U.N.O. �TYPE'A'TOILET � I N I I L_----J 4'-0" 5,4' H-CAP CLEARANCES PER ANSI 117.1 2009 RCP NOTES SOFFIT B" BELOW CONCRETE CEILING U.N.O. EXHAUSTFAN ® EXHAUST FAN / LIGHT COMBO SURFACE MOUNTED LIGHT FIXTURE O RECESSED CAN LIGHT FIXTURE PENDANT LIGHT FIXTURE TRACK LIGHTING FIXTURE SD SMOKE DETECTOR: INSTALL PER IFC 2012 907.2.11.2 PROVIDE CARBON MONOXIDE ALARMS PER IBC 2012 908.7 F — — — — DUCTING: MAINTAIN REQ'D CLEARANCE BETWEEN DUCT TERMINATION AND OPERABLE OPENINGS AT BUILDING EXTERIOR. B Tc D I I I TYPE B UNIT M REFLECTED CEILING PLAN 1 /4" = 1'-0" 0 2 4 8 U N f 206 & 306 rill-MUZ3 AUG 19 2016 BUILDINGjr=vnprMetVr CItYOFFOMOND".�. HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscotti@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC MS xEe9d1 4/22/16 PERMIT SET O8/18/16 PERMIT REVISIONS PRQEM 4WEC10R SB P20.EM Y.1N,1f£R PaSEI u<airtM SB PxgEM — I. —ER DT MEGt WQx2M 4 8117 REGISTERED ARCH' T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 21501e Reviewed By: BECK & ASSOCIATES, PLLC NIT M PLAN Px NA1.00 onrz APRIL22,2016 2 PRgEtf NEMdix PAd ��'>='y 3s. ' y+�Pa Y LpUG 2b srcM xuxam A81 2pss" SET J � 1 2 X 6 WALL 1 FIREPLACE II � -I-CHE-�-I-- II I KITN I I 9 I AA LIVING I DINING i _ 12 08 12'-7" 1 6'-10" T-01/2" 1 AA REQ'D EMERGENCY 1 ter, rF-.1 q � ESCAPE WINDOW 1 I J I BEDROOM 1 _ 0 I 0 � 12 2X6 ALL d 4'-11 TYPE B UNIT N FLOOR PLAN (828 SF 1/4" = 1'-0" 0 2 4 8 DEN _ ]N 205 & 305 UNIT PLAN NOTES NO CONCRETE COLUMNS OR CONCRETE SHEAR WALLS ABOVE LEVEL 3 - WOOD FRAMING ONLY AT LEVEL 4 —_-1 TYPICAL UNIT INTERIOR WALL �LJ U.N.O. (SEE SHEET A5.01) 4 TYPICAL UNIT DOOR JAMBS 4" ON HINGE SIDE U.N.O. COUNTERS TO BE 36" A.F.F. U.N.O. �TYPE'A'TOILET � r-----1 I I I IN I I' 4,A„ L-----J 7 H•CAP CLEARANCES PER ANSI 117.12009 RCP NOTES SOFFIT W BELOW CONCRETE CEILING U.N.O. EXHAUST FAN ® EXHAUST FAN / LIGHT COMBO 0SURFACE MOUNTED LIGHT FIXTURE O RECESSED CAN LIGHT FIXTURE PENDANT LIGHT FIXTURE TRACK LIGHTING FIXTURE SD SMOKE DETECTOR: INSTALL PER IFC 2012 907.2.11.2 PROVIDE CARBON MONOXIDE ALARMS PER IBC 2012 908.7 F — — — — DUCTING: MAINTAIN REQ'D CLEARANCE BETWEEN DUCT TERMINATION AND OPERABLE OPENINGS AT BUILDING EXTERIOR. B C D I DRYER TYPE B UNIT N REFLECTED CEILING PLAN 1 /4" = 1'-0" 0 2 4 8 A� N UNITS 205 & 305 RIEUE3 '',,AUG 19 2016 �CROW&NA0— — HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 - TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC M2 NENeCN 4/22/16 PERMIT SET Z�,8/18/16 PERMIT REVISIONS PRC.EC1-1. SEl PNC.CC1 MAN— SEI .mc, MCNMECI .-CT 2AM MEMBEN ANc«i¢Cr s 6117 REGISTERED ARCHI T SCOTT A. B R STATE OF WASHINGTON REV:2620W ED AUReviewed 6Y...�.----- BECI<8, AIATES, PLLC UNIT N PLAN N14001.00 NAAPRIL 22, 2016".1,,1 V PNPECI NE1XdU PA1Nr3`y.,� iu G �1a'(ES,P�I `t ,i, fk NJ A813 SET TALLER %RCHITECTS LLC ALL DIMENSION STRINGS INDICATE THE LOCATION OF WALLS, SIZE AND LOCATION OF FIXTURES, APPLIANCES, ETC.; DIMENSIONS NOTED WITH PARENTHASIS () INDICATE MINIMUMIMAXIMUM CODE REQUIREMENTS MEDICINE CABINET PER PLAN; BOTTOM 42" AFF; ALIGN WITH EDGE OF BACKSPLASH AT VANITY RETURN BACKSPLASH AT WALL WHERE OCCURS LAVATORY PER ICCIANSI A117.11004.11.3.1.1 TOILET PER ICCIANSI A117.1 1003.11.2.4 TOILET GRAB BAR BLOCKING PER ICCIANSI At 17.1 604.5 SOFFIT PER PLAN CENTER LIGHT FIXTURE ON BLOCKING FOR FUTURE SWING -UP SIDE 1'-3314" COUNTERTOPJIN 1'-3314" GRAB BAR (ONLY WHERE SIDE WALLS DO NOT OCCUR OR WHERE SPACE IS NOT 42" HIGH MIRROR x COUNTE AVAILABLE FOR A 42" GRAB BAR) WIDTH; BOTTOM OF MIRROR CENTERED AT 16". SWING -UP SIDE GRAB TOP OF BACKSPLASH- -I- - - - BAR TO BE 28" LONG, PROVIDE BLOCKING 36" REAR WALL, 42"SIDE BACKSPLASH AND 32"HIGH WALL- SEE SHEETS A8.32-A8.33. COUNTERTOP I FLUSH CONTROLS ON OPEN SIDE OF TOILET TOILET PAPER HANGER MOUBASE CABINET WHERE ADJAI TO TOILET -- r BASE CABINET PER PLANS _ _ J J BATHTUBS PER ICC/ANSI Al17,1607 BATHTUB GRAB BAR BLOCKING PER ICCIANSI Al17.1607.4.2; GRAB BARS SHOWN FOR REFERENCE ONLY BLOCKING FOR FUTURE VERT GRAB - BAR TOACCOMODATEBAR 4"MAX FROM EDGE OF TUB -BLOCKING FOR FUTURE GRAB - BARS ASSHOWN (ACCOMODATE UPPER HORIZONTAL BARS - BETWEEN 33" AND 36" AFF) - MINIMUM TOILET CLEARANCE TO 2'4' 1 ELECTRICAL AT BATHROOM 30AB CLEAR FLOOR SPACE 1'S" 1'-6" WALL OR BATHTUB TOWEL BAR; LOCATE PER PLAN CENTER CONTROLS BASE CABINET PER PLAN - MINIMUM TOILET CLEAR FLOOR HORIZONTALLY ON TUB 4'-0" SPACE, EXCEPT AT LAVATORY TUB SURROUND MAXIMUM NOSE OF TOILET SEAT-::: TYPICAL BATHROOM FIXTURE LOCATIONS TYPICAL OPTION 'B' PER ANSI 117.1 1004.11.3.2 LAVATORY PER ICCIANSI A117.11003.11.2.2 CLEARANCE UNDER REMOVABLE CABINET PER TOILET PER ICCIANSI A117.11003.11.2.4 MEDICINE CABINET (BOTTOM ICCIANSI A117.1 306 TOILET GRAB BAR BLOCKING PER 1'•0" 1'A" 40"AFFMAXIMUM) CENTER LIGHT FIXTURE ON ICCIANSI A117.1604.5 COUNTERTOP SOFFIT PER PLAN RETURN PLAM BACKSPLASH 42" HIGH MIRROR x COUNTERTOP BLOCKING FOR GRAB BARS AT WALL WHERE OCCURS WIDTH (BOTTOM OF MIRROR 40" (ACCOMODATE BARS BETWEEN 37 - - - - - - - AFF, MAXIMUM) - -U---- - _ AND 36"AFF,42"LONG ATSIDES, 24" LONG AT REAR) BACKSPLASH AND 34" HIGH COUNTERTOP I I FLUSH CONTROLS ON OPEN SIDE OFTOILET \ INSULATE DRAINPIPES I \ I REMOVABLE CABINET TOILET SEAT HEIGHT (17" MINIMUM BASE CABINET PER PLANS TO 18" MAXIMUM) MINIMUM CLEARANCE AFTER CABINET IS REMOVED; FLOORING, ' BASE AND PAINT BEHIND i _ t7 - REMOVABLE CABINET MINIMUM TOILET CLEARANCE TO BASE CABINET BEYOND 6" WALL (16" MINIMUM TO 18" MAXIMUM) PER PLAN 3" 9" MINIMUM TOILET CLEAR FLOOR 6.0" SPACE, EXCEPT AT LAVATORY q'.0^ �30x48 CLEAR FLOOR SPACE �TYPE'A' BATHROOM TYPICAL FIXTURE LOCATIONS (SEE ALSO 1/A8.31) - - - TOILET PAPER HANGER, -� LOCATE ON WALL AT ALL - - TYPE "A" BATHROOMS MAXIMUM NOSE OF TOILETSEAT L__J BATHTUBS PER ICCIANSI Al17.1607 BATHTUB GRAB BAR BLOCKING PER ICCIANSI Al17.1607.4.2; GRAB BARS SHOWN FOR REFERENCE ONLY TOWEL BAR; LOCATE PER PLAN hafts P,*e vt= F RQD @ Au bvel 72GCo857S, AA:71F7118S, LOCATE VERT GRAB BAR 4" MAX FROM EDGE OF TUB 2'-0" 1'-0" CENTER ADJUSTABLE HAND-HELD- SHOWERHEAD HORIZONTALLY ON TUB. HOSE CONNECT TO WALL @ TYP. SHOWER HEAD HEIGHT BLOCKING FOR GRAB BARS AS SHOWN - (ACCOMODATE UPPER HORIZONTAL BARS BETWEEN 33" AND 36"AFF) LOCATE CONTROLS BETWEEN Ti SIDE OF THE BATHTUB AND THE MIDPOINT OF THE WIDTH OF THE BATHTUB PER ANSI Al17.1607.5 TUB SURROUND _IU ALL DIMENSION STRINGS INDICATE THE LOCATION OF WALLS, SIZE AND LOCATION OF FIXTURES, APPLIANCES, ETC.; DIMENSIONS NOTED WITH PARENTHASIS () INDICATE MINIMUM/MAXIMUM CODE REQUIREMENTS sHo-f✓F2s, STk*✓F2 SFAiS� GENERAL UNIT ACCESSIBILTY NOTES i(¢Bd':3 � Go5':2./.3� 6oQp2.3.Zj Joo3•II THESE DETAILS INDICATE TYPICAL MOUNTING HEIGHTS AND LOCATIONS FOR FIXTURES RELATIVE TO WALLS AND AND OTHER FIXTURES. SEE PLANS, SECTIONS AND INTERIOR ELEVATIONS FOR SPECIFIC CONFIGURATIONS. RETURN BACKSPLASH AT SOFFIT PER PLAN CONTROLS SHALL NOT COMBINATION REFRIGERATOR/ WALLWHEREOCCURS REQUIRE REACHING ACROSS FREEZERS SHALL HAVE AT LEAST 50%OF 1. ALL UNITS SHALL COMPLY WITH ICCIANSI A117.1-2009CHAPTER 10,'DWELLING UNITS AND SLEEPING UNITS." RECESSED CAN LIGHT PER MAXIMUM HEIGHT OF BURNERS PER ANSI 117.1 THE FREEZER COMPARTMENT SHELVES, UNITS SHALL ALSO COMPLY WITH IBC 2012 CHAPTER 11, OTHER SECTIONS OF ICCIANSI A117.1-2009, AND WAC MINIMUM CLEARANCE ELECTRICAL OUTLETS AND SWITCHES 1003.12.5.4.4 & 1003.12.5.5A INCLUDING THE BOTTOM OF THE 5150.1107. UNDER COUNTER AND SINK FREEZER, 54"MAX. ABOVE THE FLOOR 2. ALL TYPE AUNITS ARE INDICATED INTHE ENLARGED PLANS (AB.01-AS.13)WITH THE INTERNATIONAL SYMBOL r - _ - _ - - - - - FAN ABOVE - PROVIDE WHEN THE SHELVES ARE INSTALLED AT MAX. 46" WHEN OVER AN OF ACCESSIBILITY AND THE LETTER "A." ALL OTHER UNITS ARE TYPE B. JREMOTE SWITCH FOR FAN THE MAX. HEIGHTS POSSIBLE IN THE OBSTRUCTION (SUCH AS 3. AT PASS -THROUGH AND DEAD-END KITCHENS: MAINTAIN 40" CLEARANCE TO ALL COUNTERTOPS AND C� - - - OPERATION COMPARTMENT PER ANSI 1003.12.5.6 KITCHEN AREA) APPLIANCES AS PROVIDED IN THE PLANS. SEE [CC/ANSI Al 17.1-2009 SECTION 1003.12.1.1 AND 1004.12.1.1. BACKSPLASH AND 34"HIGH ATUSHAPEDKITCHENS: MAINTAIN 60"CLEARANCE TO ALL COUNTERTOPS AND APPLIANCES AS PROVIDED IN COUNTERTOP THE PLANS. SEE ICC/ANSI A117.1-2009 SECTION 1003.12.1.2 AND 1004.12.1.2. LIGHTING OR ENVIRONMENTAL CONTROLS. INSULATE DRAINPIPES i ELECTRICAL RECEPTACLES, TYPE A UNIT ACCESSIBILTY NOTES i EXCEPT ONES FOR A 10. L R IC 17.1-2009 SECTION 1003. rq REMOVABLE CABINET \ � DEDICATED USE 11. ALL OPERABLE PARTS - INCLUDING OUTLETS, SWITCHES, OPERABLE WINDOW CONTROLS AND APPLIANCE \ CONTROLS -TO BE MOUNTED BETWEEN 15" AND 48" AFF. OUTLETS AND SWITCHES MOUNTED ON WALLS AT 00 0 00 q7 0\ \ THE BACK OF COUNTERTOPS TO BE MOUNTED BETWEEN THE TOP OF THE COUNTER AND 46" AFF MAXIMUM. BASE CABINET PER PLANS _ SEE ICCIANSI A117.1-2009 SECTION 1003.9 AND 1004.9. =? g ,-`Z„ \ 0 12. ALL LIVING SPACES, KITCHENS, BATHROOMS AND EXTERIOR SPACES (GREATER THAN 24" DEEP) ARE SHOWN h, L TO PROVIDE A 60" TURNING CIRCLE OR TURNING SPACE PER ICCIANSI A117.1-2009SECTION 304. SEE IBC2012 \ SECTION 1107.3 FOR ACCESSIBLE SPACES. 13. TWO BATHROOM UNITS: THE ACCESSIBLE BATHROOM, COMPLYING WITH ICCIANSI All 7.1-2009 SECTION 1003, BASE CABINET BEYOND PER 6^ WORK SURFACE PER ICC/ANSIA117.1 COOKTOP&OVEN LAUNDRY TOP LAUNDRY FRONT REFRIGERATOR IS INDICATED WITH A60"TURNING CIRCLE. PLAN 3" 9' MINIMUM CLEARANCE AFTER 2'4" 1003.12.3 LOADING LOADING MAXIMUM BRACING WHERE CABINET IS REMOVED; FLOORING, SINK PER ICCIANSI A117.11003.12.4 TYPE B UNIT ACCESSIBILTY NOTES REQUIRED TO SUPPORT 4�-� BASE AND PAINT BEHIND COUNTERTOP REMOVABLE CABINET 51. ALL UNITS ARE TOCOMPLY WITH ICCIANSI TEDBETWESECTION1004. CLEARANCE UNDER REMOVABLE 51. ALL OUTLETS AND SWITCHES TO BE MOUNTED BETWEEN 15"AND 48"AFF. OUTLETS AND SWITCHES MOUNTED 30x48 CLEAR FLOOR SPACE CABINET PER ICCIANSI At 17.1306 ON WALLS AT THE BACK OF COUNTERTOPS TO BE MOUNTED BETWEEN THE TOP OF THE COUNTER AND 46" AFF MAXIMUM. APPLIANCE AND WINDOW CONTROLS ARE EXEMPTED IN TYPE B UNITS. TYPE'A' KITCHEN & LAUNDRY TYPICAL DIMENSIONS OPERATING CONTROL REQ'TS 12 ACCESSIBLITY NOTES RECEIVE 114" =1'-0" 2216 Corliss Avenue North leattle, WA 98133 'EL 206.235.0935 email: hoyerscottl@gmail.com ROJECT: Edmonds Mixed Use 3uilding OCATION: 201 Main Street Edmonds, WA 98020 'REPARED FOR: Edmonds 2020 LLC 4/22/16 PERMIT SET PRcc6 T dRfttfA PRV CCT NON SB PT ARfT SB EN.R PDTT TEEN N ,wdRTrcr 8117 REGISTERED ARCHIT T COT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed ey: BECK & ASSOCIATES, PLLC TYPICAL ADA REQUIREMENTS ELEVATIONS 14001.00 D. APRIL 22, 2016 -CT NET— PANT 9 TNW _ 30 SET MAY 062016 BECK & ASSOCIATES, PLLC HALLER ARCHITECTS LLC NOTE: SEE 121AB.30 FOR GENERAL NOTE 60" LONG MINIMUM INFORMATION ADJUSTABLE HOSE SPRAY UNIT TO ACCOMMODATE SHOWERHEAD BETWEEN 2'-3" MAX 42" AND 72" A.F.F., CENTER HORIZONTALLY ON SHOWER CONTROL LOCATION CL BLOCKING FOR GRAB BARS)ACCOMODATE UPPER HORIZ. BARS 6"MAX BETWEEN 33"AND 36"AFF 48" MIN TO TOP OF GRIPPING _ SURFACE) AX rnL__ PROVIDE 3'-0" 5'•0" BLOCKING FO 3'-0" CLRMIN CLR MIN FOLD DOWN CLRMIN END WALL VIEW REAR WALL SHOWER SEAT END WALL VIEW ACCESSIBLE ROLL -IN SHOWER WITH BLOCKIN FOR SEAT TYPE 'A' BATHROOM TYPICAL FIXTURE LOCATIONS S E ALSO 5/A8.30 1 114" = V-0" Al 0/7 RIECIEIVIED APR 25 2016 ElUILDING 12216 Curtiss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscettl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC BAR R .. 4/22/16 PERMIT SET PRG. 11 B1REGI0A SB PROJECT MANAGER SB .MCI AAC CT SB .MCI RAN MEMBER DT .1. MCNBECI SE 8117 REGISTEREO ARCHIT T SCOTT A, B R STATE OF WASHINGTON REVIEWED AUG 262016 F & ASSOCIATES, PLLC TYPICAL ADA REQUIREMENTS ELEVATIONS PR0.EC1 N0. 14001.00 APRIL 22, 2016 -ET NUMBER A8.31 SET F W':dEI`'t`'ED MAY 062010 I I I I I I I I � I I L _I V m 23 \ \ 34 IF --- / / J UNITS 202 & 302 (201 & 301 SIM/OPP) MASTER BATH 3/8" =1'-0" ------L UNITS 203 & 303 TYPE B BATHROOM (OPTION 3/8" =1'-0" fm0 wilm. om-. I lmwmn�.M� '17 m 15" 24" 12" UNITS 203 & 303 MASTER BATHROOM (UNITS 201, 202, 208, 209, 301, 302, 304, 308 & 309) UNIT 204 TYPE B BATHROOM 318" =1'-0° 228)- 2-44 / f / 30 \ c c II �- 24" 18° 24" � 18" ®I A 3D O p 26 L 12- 2 r 12- m 28 / / / / 2t 31 \ / / / 3 2 \ \\I y1 1 tm� INTERIOR ELEVATION KEY NOTES: KITCHEN 01. NON -DUCTED RANGE HOOD 02. RANGE TOP & OVEN 03. REFRIGERATOR (FREEZER BELOW @ TYPE A UNITS) WI 12" DEEP CABINET ABOVE 04. DISHWASHER (34" HIGH AT TYPE A UNITS) 05. ADJUSTABLE WOOD SHELVING 06. DOUBLE BOWL SINK 07. CASEWORK PANTRY CABINET 08. INTEGRAL BACKSPLASH RETURN SPLASH @ END WALL CONDITIONS, TYP 09. FILLER (1 1/2" MIN. AT INSIDE CORNERS OF CABINETRY) 10. FINISHED END PANEL It. KITCHEN BAR. SUPPORT ASREaD. PAINT UNDERSIDE TO MATCH WALL 12. PENDANT LIGHTS 67" A.F.F. 13. SOFFIT AREA PER PLAN, TYP 14. COUNTER @ 30" A.F.F WI UPPERS. 15. WALL PER PLAN BATHROOM (SEE 1/A8.30 FOR TYPICAL DETAILS) 20. TUBISHOWER COMBO OR SHOWER 21. MEDICINE CABINET- INSTALLATION HEIGHTTO CLEAR OUTLET 22. GRAB BAR BLOCKING 23. SHOWER HEAD 24. CURTAIN ROD 25. TOILET WI FLUSH LEVER ON WIDE SIDE 26. TOILET PAPER DISPENSER. MOUNT @ 24" A.F.F. TYP. 27. MIRROR FULL LENGTH OF VANITY 28. LIGHT BAR CENTERED OVER VANITY 29. SOFFITTED AREA- PER PLAN, TYP. 30. LAVATORY W/ COUNTER OR RIM @ 34" A.F.F. MAX. 31. 22" DEEP COUNTER W/ 4" INTEGRAL BACK SPLASH, RETURN BACK SPLASH @ END WALL CONDITIONS 32. TOWEL BAR 33. ADAPTABLE LAVATORY WI KNEE SPACE. PROVIDE REMOVABLE CAB'S & REMOVABLE END PANEL. BRACKET TO BE INSTALLED WHEN CABINET AND END PANEL ARE REMOVED. BRACKET MUST ALLOW FOR KNEE SPACE 17" DEEP AND 29" HIGH. FINISH FLOOR, CABINETRY FINISH AND WALL FINISH TO CONTINUE BEHIND REMOVABLE CABINETRY. 34. BLOCKING FOR FUTURE SHOWER SEAT 35. CASEWORK OPEN SHELVES 36. LAUNDRY 37. LINEN CLOSET TYPE W KITCHEN & BATHROOM (SEE 5 & 91A8.30 & 11A8.31 FOR TYPICAL DETAILS) 40. GRAB BAR BLOCKING 41. SHOWER SPRAY UNIT 42. TUBISHOWER COMBO WI BLOCKING AND IN TUB REMOVEABLE SEAT 43. CENTER TUB CONTROLS BETWEEN MIDPOINT OF TUB AND EDGE OF TUB ADJACENT TO CLEAR FLOOR SPACE 44. PROVIDE INSUL. @ EXPOSED PLUMBING 45. PROVIDE REMOVABLE CAB'S. BRACKET TO BE INSTALLED WHEN CABINET AND END PANEL ARE REMOVED. BRACKET MUST ALLOW FOR KNEE SPACE 30" WIDE,17" DEEP AND 29" HIGH. FINISH FLOOR, CABINETRY FINISH AND WALL FINISH TO CONTINUE BEHIND REMOVABLE CABINETRY. 46. 30" WIDE MIN. x 24" DEEP CLEAR COUNTER WI REMOVABLE CABINET. WALL FINISH TO CONTINUE BEHIND REMOVABLE CABINETRY. 47. 6" DEEP x 9" TALL TOE SPACE RECESS 48. REDUNDANT RANGE HOOD CONTROL SWITCH AND GARBAGE DISPOSAL SWITCH 1'-6" L 1'-6" UNIT 204 (UNIT 304 SIM) MASTER BATHROOM 3/8" =1'-0" HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 205.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC M2 REN9IX1 4/22/16 PERMIT SET P-T gREETOR a�SEB. SB PRaEEr I,RCHITECT SB P-1 .. -.. DT RRalrtcr sE 8117 REGISTERED ARCHIT T SCOTT A. B STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATES, PLLC RUNIT INTERIOR ELEVATIONS BATHROOMS 14001.00 APRIL 22, 2016 PRWEEr MTMWR Pam ..' RW- A8.32 SET 'i'�-r-I -1 N: MAY 062016 BECK & ASSOCIATES, PL-C UNIT 204 (UNIT 304 SIM) MASTER BATHROOM (CON 318" = V-0" UNIT 208 I 318" = V.0" NIT 308 SIM) MASTER BATHROOM APR 25 2016 m Mull 0 � m ■ _N1� 2 29 €' L 0© 25 UNIT 210 (UNIT 206, 207, 306 & 307 SIM) (UNITS 205, 209, 305 & 309 SIM/OPP) TYPE B BATHROOM (OPTION A) 3/8„ =1,-0„ cJ LT- L 15" UNITS 309 & 310 TYPE A BATHROOM A 3/8" =1'-0" ®' `m MeR ivy `MUM UNIT 203 TYPE MASTER BATHROOM (OPTION A 3/8" =1'-0" 24 23 I � r- O / / 24 / / 41 20 / / / � I r- - O \ I t INTERIOR ELEVATION KEY NOTES: KITCHEN 01. NON -DUCTED RANGE HOOD 02. RANGE TOP & OVEN 03. REFRIGERATOR (FREEZER BELOW @ TYPE A UNITS) WI 12" DEEP CABINET ABOVE 04. DISHWASHER (34" HIGH AT TYPE A UNITS) 05. ADJUSTABLE WOOD SHELVING 06. DOUBLE BOWL SINK 07. CASEWORK PANTRY CABINET 08, INTEGRAL BACKSPLASH RETURN SPLASH @ END WALL CONDITIONS, TYP. 09. FILLER (1 112" MIN. AT INSIDE CORNERS OF CABINETRY) 10. FINISHED END PANEL 11. KITCHEN BAR. SUPPORTAS READ. PAINT UNDERSIDE TO MATCH WALL 12. PENDANT LIGHTS 67" A.F.F. 13. SOFFIT AREA PER PLAN, TYP 14. COUNTER @ 30" A.F.F W/ UPPERS. 15. WALL PER PLAN BATHROOM (SEE 1/A8.30 FOR TYPICAL DETAILS) 20. TUBISHOWER COMBO OR SHOWER 21. MEDICINE CABINET- INSTALLATION HEIGHT TO CLEAR OUTLET 22. GRAB BAR BLOCKING 23. SHOWER HEAD 24. CURTAIN ROD 25. TOILET W/ FLUSH LEVER ON WIDE SIDE 26. TOILET PAPER DISPENSER. MOUNT @ 24" A.F.F. TYP. 27. MIRROR FULL LENGTH OF VANITY 28. LIGHT BAR CENTERED OVER VANITY 29. SOFFITTEDAREA -PER PLAN, TYP. 30. LAVATORY WI COUNTER OR RIM @ 34" A.F.F. MAX. 31. 22" DEEP COUNTER W/ 4" INTEGRAL BACK SPLASH, RETURN BACK SPLASH @ END WALL CONDITIONS 32. TOWEL BAR 33. ADAPTABLE LAVATORY WI KNEE SPACE. PROVIDE REMOVABLE CAB'S & REMOVABLE END PANEL. BRACKET TO BE INSTALLED WHEN CABINET AND END PANEL ARE REMOVED. BRACKET MUST ALLOW FOR KNEE SPACE 17" DEEP AND 29" HIGH. FINISH FLOOR, CABINETRY FINISH AND WALL FINISH TO CONTINUE BEHIND REMOVABLE CABINETRY. 34. BLOCKING FOR FUTURE SHOWER SEAT 35. CASEWORK OPEN SHELVES 36. LAUNDRY 37. LINEN CLOSET TYPE W KITCHEN & BATHROOM (SEE 5 & 9/A8.30 & l/A8.31 FOR TYPICAL DETAILS) 40. GRAB BAR BLOCKING 41. SHOWER SPRAY UNIT 42. TUBISHOWER COMBO W/ BLOCKING AND IN TUB REMOVEABLE SEAT 43. CENTER TUB CONTROLS BETWEEN MIDPOINT OF TUB AND EDGE OF TUB ADJACENTTO CLEAR FLOOR SPACE 44. PROVIDE INSUL. @ EXPOSED PLUMBING 45. PROVIDE REMOVABLE CAB'S. BRACKET TO BE INSTALLED WHEN CABINET AND END PANEL ARE REMOVED. BRACKET MUST ALLOW FOR KNEE SPACE 30" WIDE,17" DEEP AND 29" HIGH. FINISH FLOOR, CABINETRY FINISH AND WALL FINISH TO CONTINUE BEHIND REMOVABLE CABINETRY. 46. 30" WIDE MIN. x 24" DEEP CLEAR COUNTER W/ REMOVABLE CABINET. WALL FINISH TO CONTINUE BEHIND REMOVABLE CABINETRY. 47. 6" DEEP x 9" TALL TOE SPACE RECESS 48. REDUNDANT RANGE HOOD CONTROL SWITCH AND GARBAGE DISPOSAL SWITCH HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscettl@gmail.cem PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC my REx4M 4/22/16 PERMIT SET PR-7 DRE= SB PR-T H�N.1Wi SB P-CT RR MCT SB DT CRE« IMxTECi 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed By: _ BECK & ASSOCIATES, PLLC UNIT INTERIOR ELEVATIONS BATHROOMS PR 14001.00 APRIL 22, 2016 PRTuec1 RETWCRR .. RECEIVED APR 25 2016 a111LDING A8.33 SET k11-1S."�4 VL1j MAY 062016 Acrrlc R ASSOCIATES. PLLC �HALLER EQ -I 12" 24' 30° 12" 1T' 3°° 36" 30" 09 INTERIOR ELEVATION KEY NOTES: ARCHITECTS LLC /3 13 13 13 09 -I r 13 12216 Corliss Avenue North 09 KITCHEN 01. NON -DUCTED RANGE HOOD Seattle, WA 98133 TEL 206.235.0935 12 02. RANGE TOP & OVEN 08� 11 03. REFRIGERATOR (FREEZER BELOW @ TYPE A UNITS) email: boyerscottl r?a gmail.com OB 0+ -I 11 WI 12" DEEP CABINET ABOVE m W 04. DISHWASHER (34" HIGH AT TYPE A UNITS) 05. ADJUSTABLE WOOD SHELVING 10 �` \ 12" p 06. DOUBLE BOWL SINK \ \ / O \ 09 09 / / / / \ ` O / Z 15 10 a 07. CASEWORK PANTRY CABINET 15 \\®\ ® _ _ _ \\ _ _ _ _ _ _ _ _ _ / TYp 0 15 08. INTEGRAL BACKSPLASH RETURN SPLASH @END WALL CONDITIONS, TYP. 09. FILLER (1 1/2" MIN. AT INSIDE CORNERS OF CABINETRY) 10. FINISHED END PANEL IT 24^ 36 15 11 24" 24' 12° 30° IT 24" 24" 16, 36' 33" CLR 11. KITCHEN BAR. SUPPORT AS REQ'D. PAINT UNDERSIDE TO MATCH WALL 12. PENDANT LIGHTS67"A.F.F. ITS 201 & 301 TYPE B KITCHEN 13. SOFFIT AREA PER PLAN, TYP 1 14. COUNTER @ 30" A.F.F W/ UPPERS. PROJECT: 318 1 0 15. WALL PER PLAN Edmonds Mixed Use EQ EQ BATHROOM (SEE 1lA8.30 FOR TYPICAL DETAILS) Building 12 12" 30' 24' 1T' 30" 36 30 SHOWER 20. TUB/SHOWER COMBO OR 1 I I 09 LOCATION: 21MEDICINE CABINET- INSTALLATION HEIGHT TO CLEAR OUTLET 13 13 13 201 Main Street r r 13 73 13 22. GRAB BAR BLOCKING 09 / \ / \ \ 09 / \ / '\ , 09 23. SHOWER HEAD Edmonds, WA 98020 © L \ / \ © 25' TOIRLETIW/ FLUSH LEVER ON WIDE SIDE m 1 Og \ / \ / \ / / 12 15 � \ / \ / � + PREPARED FOR: _ OB 01 \ / 11 26' TOILET PAPER DISPENSER. MOUNT @24"A.F.F.TYP. Edmonds 2020 LLC _ I " 11 27. MIRROR FULL LENGTH OF VANITY n V z 28. LIGHT BAR CENTERED OVER VANITY y ' / 29. SOFFITTED AREA- PER PLAN, TYP. 09 / - \ 10 / 03 I +2 30. LAVATORY WI COUNTER OR RIM @ 34" A.F.F. MAX. c /® \ \ ®/ 15 = 09 / \ / \ - - I = \ / / `\ \ \ °9 TYP. ° 31. 22" DEEP COUNTER W14" INTEGRAL BACK SPLASH, RETURN BACK SPLASH END \ , \ �__ \ / --� \ _ __ _- __� m 15� 15 WALL CONDITIONS @ \ \\ // /� I _ _ 32. TOWEL BAR t 33. ADAPTABLE LAVATORY WI KNEE SPACE. PROVIDE REMOVABLE CAB'S & 24" 24" 36" 24" 18^ 24" 12" 30" 12" 24" 33"CLR 3V 1Il 24" REMOVABLE END PANEL. BRACKET TO BE INSTALLED WHEN CABINET AND END PANEL NEr NAP ARE REMOVED. BRACKET MUST ALLOW FOR KNEE SPACE 17" DEEP AND 29' HIGH. G UNITS 203 & 203 (UNITS 202 & 302 SIM/OPP) TYPE B KITCHEN FINISH FLOOR, CABINETRY FINISH AND WALL FINISH TO CONTINUE BEHIND REMOVABLE CABINETRY. 318 1 0 34. BLOCKING FOR FUTURE SHOWER SEAT EQ EQ 12" 1. 12" 30" 24" 12" 30" 30" t 30" 30" 35. CASEWORK OPEN SHELVES - 36. LAUNDRY °9 37LINEN CLOSET r 3 13 13 13 13 13 09 / \ / \ 09 / \ / \ / \ , TYPE W KITCHEN & BATHROOM (SEE 5 & 91A8.30 & VA8.31 FOR TYPICAL DETAILS) / \ / \ / \ 09 12 40. GRAB BAR BLOCKING 12 \ / \ _/ \_ 12 41. SHOWER SPRAY UNIT R m 08 42. TUBISHOWER COMBO W/ BLOCKING AND IN TUB REMOVEABLE SEAT Arz RE- 08 __ 01 a 11 43. CENTER TUB CONTROLS BETWEEN MIDPOINT OF TUB AND EDGE OF TUB 4/22/16 PERMIT SET ADJACENT TO CLEAR FLOOR SPACE 44. PROVIDE INSUL. @ EXPOSED PLUMBING 10 1 \ Q / / /® - p IT 45. PROVIDE REMOVABLE CAB'S. BRACKET TO BE INSTALLED WHEN CABINET AND /OB \ \ ®/ / 1 \ 15 09 / \ / \ \ / \ / \ \ \ TYp. END PANEL ARE REMOVED. BRACKET MUST ALLOW FOR KNEE SPACE 30" WIDE,17" \ _ _ m 10 15 +5 DEEP AND 29" HIGH. FINISH FLOOR, CABINETRY FINISH AND WALL FINISH TO / I \ \ / \ / / / - I CONTINUE BEHIND REMOVABLE CABINETRY. Qg/23/15 CA REVISIONS - - - - 46, 30" WIDE MIN. x 24" DEEP CLEAR COUNTER W/ REMOVABLE CABINET. WALL FINISH 24" 24" 36" 24" IV 24" 12" 30" IT 24" 33" CLR 30" 30" 18" 24. TO CONTINUE BEHIND REMOVABLE CABINETRY. 11 47. 6" DEEP x 9" TALL TOE SPACE RECESS AG ornnun-T onnin_e Unnn nnKIToni eAnrnU Akin n-Aeonr_e nEe0neA1 CIA11 U UNIT 204, (UNIT 304 SIM) TYPE B KITCHEN PRUCT UIRECM `� 3/8 1 0 SB PRCEtt MAMARR EQ EQ EQ 15" 24° SB 24" 3T 30' CE30" 12" 12" PRCT N-1- �� 09 13� 13 SB 13 13 13 PR0.EC1 IIAN MFNBER r4, 09aDoT m OB\\ / \\ // \ 12 \ 11 08 fF 01 11 ARCwrtcr s 8117 10 I o 0 o f �. \\\ / ARCHITRTD f 09 I \ o/ 109 09 I 03 \ +2" O 15 =- \®/ / ®\ 15 -- / \ - _ _ / o_ TYP. a SCOTT A.B R _ _ STATE OF WASHINGTON - - 7 t - - 21' 21' 36" 36' 24" 24" IT 30" 12' 24" 24" 15" 36" 33"CLR 11 UNITS 208 & 308 TYPE B KITCHEN REVIEWED � 316 1 0 _y Q y E� 15" 24" 30" 15° 12° 30AUG 262016" 30" _ . I 1 09 Reviewed 13 10 13 13 13 13 13 BECK & ASSOCIATES, PLLC 09 09 ,z NIT IT INTERIOR I 1 1 09 m gg `\ // `\ // 11 ELEVATIONS 11 11 � 01 46 N $ m 48 , g9 KITCHENS / U PRMCI N0. 10 ° 9g I 12" 1 0 o do 1 1 f // IT / O 09 09 / / \ 99 TYP. RArz 4001.00 \ 04 / 45 O6 =gym �" _ _ -\ _-__� �__ i- _ // 15 10 48 5 \ \ / / / / = I 09 \ / I \ \ \ / / / Q 15 F-CT N �L 22N2016 --� --� t 9" 24" 36" 12" I• 24° I 24" 15° 30- 15° 24- 24" 18" 30" 33" CLR I VARIES PER PLAN f- I f i 9 [El NUNBEn UNIT 310 UNIT 309 SIM TYPE A KITCHEN �A RECEIVED ( ) A8.34 SET APR 25 2016 v e-�- O1711 n i\W", MAY 062016 6 EQ 6 EQ UNIT 210 (UNIT 209 SIM) (UNIT 205, 206, 207, 305, 306 & 307 SIM/OPP) TYPE B KITCHEN 3/8" = V-0" INTERIOR ELEVATION KEY NOTES: KITCHEN 01. NOWDUCTED RANGE HOOD 02. RANGE TOP & OVEN 03. REFRIGERATOR (FREEZER BELOW@ TYPE A UNITS) W/ 12" DEEP CABINET ABOVE 04. DISHWASHER (34" HIGH AT TYPE A UNITS) 05. ADJUSTABLE WOOD SHELVING 06. DOUBLE BOWL SINK 07. CASEWORK PANTRY CABINET 08. INTEGRAL BACKSPLASH RETURN SPLASH @ END WALL CONDITIONS, TYP. 09. FILLER (1 112" MIN. AT INSIDE CORNERS OF CABINETRY) 10. FINISHED END PANEL It. KITCHEN BAR. SUPPORT AS REUD. PAINT UNDERSIDE TO MATCH WALL 12. PENDANT LIGHTS 67" A.F.F. 13. SOFFIT AREA PER PLAN, TYP 14. COUNTER @ 30" A.F.F W/ UPPERS. 15. WALL PER PLAN BATHROOM (SEE 1/A8.30 FOR TYPICAL DETAILS) 20. TUBISHOWER COMBO OR SHOWER 21. MEDICINE CABINET- INSTALLATION HEIGHT TO CLEAR OUTLET 22. GRAB BAR BLOCKING 23. SHOWERHEAD 24. CURTAIN ROD 25. TOILET W/ FLUSH LEVER ON WIDE SIDE 26. TOILET PAPER DISPENSER. MOUNT @24"A.F.F.TYP. 27. MIRROR FULL LENGTH OF VANITY 28. LIGHT BAR CENTERED OVER VANITY 29. SOFFITTED AREA- PER PLAN, TYP. 30. LAVATORY WI COUNTER OR RIM @ 34" A.F.F. MAX. 31. 22" DEEP COUNTER W/ 4" INTEGRAL BACK SPLASH, RETURN BACK SPLASH @ END WALL CONDITIONS 32. TOWEL BAR 33. ADAPTABLE LAVATORY W/ KNEE SPACE. PROVIDE REMOVABLE CAB'S & REMOVABLE END PANEL. BRACKET TO BE INSTALLED WHEN CABINET AND END PANEL ARE REMOVED. BRACKET MUST ALLOW FOR KNEE SPACE 17" DEEP AND 29" HIGH. FINISH FLOOR, CABINETRY FINISH AND WALL FINISH TO CONTINUE BEHIND REMOVABLE CABINETRY. 34. BLOCKING FOR FUTURE SHOWER SEAT 35. CASEWORK OPEN SHELVES 36. LAUNDRY 37. LINEN CLOSET TYPE W KITCHEN & BATHROOM (SEE 5 & 91A8.30 & 11A8.31 FOR TYPICAL DETAILS) 40. GRAB BAR BLOCKING 41. SHOWER SPRAY UNIT 42. TUB/SHOWER COMBO W/ BLOCKING AND IN TUB REMOVEABLE SEAT 43. CENTER TUB CONTROLS BETWEEN MIDPOINT OF TUB AND EDGE OF TUB ADJACENT TO CLEAR FLOOR SPACE 44. PROVIDE INSUL. @ EXPOSED PLUMBING 45. PROVIDE REMOVABLE CAB'S. BRACKET TO BE INSTALLED WHEN CABINETAND END PANEL ARE REMOVED. BRACKET MUST ALLOW FOR KNEE SPACE 30" WIDE,17" DEEP AND 29" HIGH. FINISH FLOOR, CABINETRY FINISH AND WALL FINISH TO CONTINUE BEHIND REMOVABLE CABINETRY. 46. 30" WIDE MIN. x 24" DEEP CLEAR COUNTER W/ REMOVABLE CABINET, WALL FINISH TO CONTINUE BEHIND REMOVABLE CABINETRY. 47. 6" DEEP x 9" TALL TOE SPACE RECESS AO DEN IAInAAIT onnIr-C WJ n rnKITDnl QIEIITrY ANn rADDArD nICDnQAI CIAIITPU HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC DATE 4/22/16 PERMIT SET 2�8/23/15 CA REVISIONS vaaEcr owEcroR SB PIOACT MIN- SEI -CT -CT SB -CT nu, MEMBER DT E,Ao< ax,BTEcr 8117 REGISTERED ARCHI T 'CO A. B R STATE OF WASHINGTON REVIEWED AUG 2620W Reviewed By: BECK & ASSOCIATES, PLLC nnE UNIT INTERIOR ELEVATIONS KITCHENS BRM<r xo. 14001.00 APRIL 22, 2016 .MCI NET- - APR 2 5 213% BUILDING -Er NMM- A8.35 SET --A- v - e MAY 0620% RFCK & ASSOCIATES, PLLC A. EAST ELEVATION MAIL 104 ELEVATION (22MAILBOXES) 3 MAIL 104 PLAN 7 112" =1'_O" FABRIC PANEL BULLETIN BOARD STONE COUNTER. EASE EDGES IX'. EPDXY BIND EDGE, GRIND SMOOTH. GROUT EDGE @ GWB WALL (COLOR TO MATCH STONE) 314" PLYWD STL ANGLE AS REO'D FOR COUNTERSUPPORT SHIM PROVIDE ADDITIONAL LAYER OF 518" TYPE'X' GWB TO MAINTAIN WALL RATING SECTION DETAIL @BULLETIN SILLRECEIVEIDI rR e5zBtn BUILDING HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmaii.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC onrt RExsax 4/22/16 PERMIT SET PRc.Rc1 dREcra+ SB PROECT Y.W.RRN SB PROECT RR SB ICT PROECf DT RNA MEMBER .REN�.En1 � 8117 REGISTERED ARCHIT T _OTT A B R STATE WASHINGTON REVIEWED AUG 262016 Reviewed Cy: BECK & ASSOCIATES, PLLC nne INTERIOR ELEVATIONS MAIL P-c'.. 14001.00 APRIL22, 2016 P— NEtBORN P —1 ..- A 9 a.r Mp 062016 BECK & ASSOCIATES, PLLC A. NORTH ELEVATION RESIDENTIAL / RETAIL TRASH ROOM 107 PLAN 1/4" =1'-0" A. NORTH ELEVATION B. EAST ELEVATION POST OFFICE TRASH ROOM 108 PLAN 1/4" =1'-0" SIDEWALL MOUNTED LIGHT FIXTURE - AND SPRINKLER HEAD TYP. TO MAINTAIN 8'-0" CLEARANCE 10'-0" WIDE OH DOOR C. SOUTH ELEVATION SIDEWALL MOUNTED LIGHT FIXTURE - AND SPRINKLER HEAD TYP. TO MAINTAIN 8'-0" CLEARANCE v <V i. 10'-0"WIDE OH DOOR B. EAST ELEVATION C. SOUTH D. WEST ELEVATION ELEVATION D. NORTH ELEVATION I I it i B ' A 90 C—'— i D PHASE 1 POST OFFICE TRASH 108 RECEIVED N APR 25 2016 BUILDING 4'-11 3/4" PLAN AD N TRASH ROOMS 107 & 108 PLAN 12 114P=1.4. HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC wrt 4/22/16 PERMIT SET SB P—CT NANATx SB SB P-1 R NEN�A DT �EIX mwiTccT sE 4811 T7 REGISTERED ARCHIT T SCOTT A. B R ATE OF WASHINGTON REVIEWED AUG 282010 Reviewed By: BECK &ASSOCIATES, PLLC IN �RF TERIOR ELEVATIONS TRASH ruxcT xo. 14001.00 oAAPRIL22, 2016 P-T NE-K P- .A9.03. __.,-SET MAY 062016 aGrlr n nSSCTCIATFS. PLLC 9112" WOOD 13/4' X 71l4" LVL `J 5" LVL RIM JOIST DO NOT FASTENLIZ" =- 26 114" SPACE W/ACOUSTIC CEILING GWB WITHIN SEALANT & JOINT TAPE 5" OF TOP PLATE. UNIT STAIR TYP (ollo UNIT/STAIR @ ROOF 1 1/2" = T-0" JOISTS PARALLEL TO WALL fS BLOCKING 13/4" X 71/4"LVL PERPENDICULAR LVL--/ ' 5" 5" L13/4" X 7 9l4" LVL BLOCKING TO NEXT NAILER 5 ADJ LVL PER STRUCT 1/4" SPACE W/ACOUSTIC 1314" X 7114' LVL LVL RIM JOIST SEALANT & JOINT TAPE DO NOT FASTEN p6 114" SPACE Wl ACOUSTIC DO NOT FASTEN — 1 ❑ ❑ TYP DO NOT FASTEN 1 114" SPACE W/ACOUSTIC CEILING GWB WITHIN SEALANT & JOINT TAPE CEILING GWB WITHIN 5" OF TOP PLATE. UNIT _ UNIT CEILING OF TOP PLATE TYP I Inur fr SIYEPLANT & JOINT TAPE UNIT STAIR TYP 5"OF TOP PLATE. UNIT / STAIR @ ROOF r,-) UNIT DEMISING WALL @ ROOF SNIT DEMISING WALL @ ROOF L 1 112°= r-o° JOISTS PERPENDICULAR TO WALL JOISTS PARALLEL TO WALL `� 1 v2"=1'-0" JOISTS PERPENDICULAR TO WALL FIRE CAULK T.O. CONC@ LEVEL 4 CONCRETE TOPPING SLAB 0/ STRUCTURAL FOAM w 0 w T.O. CONC PER SLAB PLAN T__ CONC PER SLAB PLAN UNIT UNIT NON -RATED SOFFIT FOR DUCTS TO OUTSIDE - SEE SHEETS A8.01- 1 A8.22 FOR LOCATIONS T.O.CONC ° ° a a a. s. Q'. a ° 4 00 .....:....... ACOUSTIC SEALANT & JOINT TAPE TYP METAL TRACK TYP DUCTSTYP ACOUSTIC SEALANT& < LJ JOINT TAPE TYP �STAIR / SHAFT @ ROOF r,`� UNIT / STAIR @ LEVEL 3 TRANSITION CONCRETE WALL @ SLAB STEP (�,_,-)�UNI�TEMISING WALL @ CONC FLOOR 1 1/2" =1'-01, FIRE CAULK )NC @ LEVEL 4 CONCRETE TOPPING SLAB 0/ STRUCTURAL FOAM SEALANT _0_1_0. CONC PER SLAB PLAP _O_I:0. CONC PER SLAB PLAp T.O. CONC —$ 4'-0" U.N.O. as CAULKTYP r , T.O. CONC " 4'-0" U.N.O. Q ELEVATOR MACHINE B104 CAULK TYP T.O. CONIC U.N.O. j T FE o a �o LU LU U) RECEIVED OA SIMWIMTLSTUDS APR 25 2016 BUILDING Ujjj�NCRETE WALL TRANSITION SECTION�CRETE WALL TRANSITION SECTIONWALL TRANSITION SECTION1 1/2' = V-0' I L 1 112" =1' 0" HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided' building enclosure documents that ia-my professional judgment are appropriate to satisfy the. requirements of RCW-64:.55.005. through. 64..55;096. WR NENapf 4/22/16 PERMIT SET rxacn oiNfc,oN SB SEI w rxacc, enwnfn SB P 0.rCT rt"N MENNfN CDT lx�" 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Reviewed 6y: BECK & ASSOCIATES, PLLC INTERIOR DETAILS WALL INTERSECTIONS 14001.00 aAPRIL 22, 2016 n wr— nfm 3 ET NO- A9.04 SET tit"a.,• � is° MAY 062016 ULIcUL SYSTEM NO, BW-S-0002 BOTTOM OF WALL JOINT: GYPSUM WALL ASSEMBLY ASSEMBLY RATING =1-HR. OR 2-HR. (DEPENDING ON RATING OF WALL AND FLOOR ASSEMBLY) L-RATING AT AMBIENT= LESS THAN 1 CFM / LIN FT L-RATING AT 400" F = LESS THAN 1 CFM I LIN FT QFRONTVIEW SECTION \ aA n 1. CONCRETE FLOOR ASSEMBLY (1-HR. OR 2-HR. FIRE -RATING) : A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR ASSEMBLY (MIN. 4.1/2" THICK). B. ANY UL/i CLASSIFIED PRE -CAST HOLLOW CORE CONCRETE FLOOR ASSEMBLY (MIN. 6" THICK). 2. GYPSUM WALL ASSEMBLY (UL/cUL CLASSIFIED U400 SERIES WALL) (1-HR. OR 2-HR. FIRE -RATING) (2-HR. SHOWN). 3. FLOOR RUNNER (MIN. 25 GA., 1-1/4" FLANGES) FASTENED TO TOP SURFACE OF CONCRETE FLOOR. 4. STEEL STUDS (MIN. 3.1/2" WIDE), NESTING IN AND RESTING ON FLOOR RUNNER. S. MINIMUM 5/8" DEPTH HILTI CP 601S ELASTOMERIC FIRESTOP SEALANT, CP 606 FLEXIBLE FIRESTOP SEALANT, FS-ONE INTUMESCENT FIRESTOP SEALANT, OR CFS-S SIL GG FIRESTOP SILICONE SEALANT ELM M Sheet loll Drawing No. HILTI, Inc. Scale 114-21- BWS Tulsa, Oklahoma USA (800) 879-8000 Hilt! Firestop Systems Date No,12,013 1 0002d Lives BASE OF WALL D 1112" =1'-0" 'SSIF� o U c us ClasslAetl by Untlermitem Laboralanes, Inc. to UL 20791nd CANIULGs115 Qa. da . .d G d. e. 1 I I I I 3 I I I I 2A I I I 2C I I I I I I 2B 1. Floor Assembly— Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kglm3) structural concrete. Floor may also be constructed of any 6 in. (152 rum) thick UL Classified hollow -core Precast Concrete Units'. See Precast Concrete Units category in the Fire Resistance Directory for names of manufactures. 2. Wall Assembly —The 1 or 2 h fire rated gypsum boardlsteel stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Ceiling Runners — Floor and ceiling runners of wall assembly shall consist of min No. 25 gauge galy steel channels sized to accommodate steel studs (Item 2B).Flange height of ceiling runner shall be min 114 in. (6 rum) greater than max extended joint width. Ceiling runner secured with masonry anchors or steel fasteners spaced 24 In. (610 mm) OC. Reproduced by HILTI, Inc. Courtesy of Underwriters laboratories, Inc. Hilt! FirestopSystems December23,2013 Y Page:1 of 2 System No. HW-D-0209 ANSIIUL2079 CANNLC 5715 Assembly Ratings —1 and 2 Hr (See Item 2) F Ratings-1 and 2 Hr (See Item 2) Nominal Joint Width -1 In. FT Ratings-1 and 2 Hr (See Item 2) Class II Movement CapabilRies-19%Compression or Extension FH Ratings-1 and 2 Hr (See Item 2) L Rating At Ambient —Less Than 1 CFMIsq R (See Item 3) FTH Ratings-1 and 2 Hr (See Item 2) L Rating At 400 F—Less Than 1 CFMIsq tt (See Item 3) Nominal Joint Width -1 In. Class II Movement Capabilities-19%Compression or Extension L Rating At Ambient— Less Than 1 CFMIsq g (See Item 3) L Rating At 400 F —Less Than 1 CFMIsq tt (See Item 3) System No. HW-D-0209 Al. Light Gauge Framing' — Slotted Ceiling Runner -As an alternate to the ceiling runner in Rem 2A, slotted ceiling runner to consist of galy steel channel with slotted flanges sized to accommodate steel studs (Item 2B). Slotted ceiling canner secured to valleys lower surface of floor with steel fasteners spaced max 24 in. (610 mm) OC. CALIFORNIA EXPANDED METAL PRODUCTS CO— CST BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS— SLP-TRK. MARINOIWARE, DIV OF WARE INDUSTRIES INC —Type SLT A2. Light Gauge Framing* —Verficel Deflection Ceiling Runner -As an alternate to the ceiling runners in Items 2A and 2A1, vertical deflection ceiling runner to consist of galy steel channel with slotted vertical deflection clips mechanically fastened within runner. Slotted clips provided with step bushings for permanent fastening of steel studs. Flanges sized to accommodate steel studs (Item 2B). Vertical deflection ceiling runner secured to lower surface of floor with steel fasteners spaced max 24 in. (610 mm) OC. THE STEEL NETWORK INC —VertiTrack VTD250, VTD362, VTD400, VTD600 and VTD800 B. Studs— Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 112 to 314 in. (13 to 19 mm) less in length than assembly height with bottom nesting In and resting on floor runner and with lop nesfing in ceiling runner without attachment. When slotted ceiling runner (Item 2A1) is used, steel studs secured to slotted ceiling runner with No.8 by 112 in. (13 mm) long wafer head steel screws at midheight of slot on each side of wall. Stud spacing not to exceed 24 in. (610 man) OC. When vertical defection ceiling runner (Item 2A2) is used, steel studs secured to slotted vertical deflection clips, through the bushings, with steel screws at midheight of each slot. Stud spacing not to exceed 24 in. (610 mm) OC. C. Gypsum Board' — For 1 hr assembly, one layer of 5/8 in. (16 mm) thick gypsum board is required in the individual Wall and Partition Design. For 2 hr assembly, two layers of 5/8 in. (16 mm) thick gypsum board is required in the individual Wall and Partition Design. Wall to be constructed as specified in the individual U400 or V400 Series Design in the UL Fire Resistance Directory, except that a max 1 in. (25 rum) gap shall be maintained between the top of gypsum board and bottom of concrete floor. The screws attaching the gypsum board to the studs at the top of the first layer shall be located 4 in. (102 mm) below the floor. The screws attaching the second layer to the steel studs shall be installed into the studs 3-112 in. (89 mm) below the floor. The hourly fire rating of the joint system is equql to the hourly ratings of the walls. 3. Fill, Void or Cavity Material' - Sealant— Max separation between bottom of floor and top of wall is 1 in. (25 mm). The joint system is designed to accommodate a max 17 percent compression or extension from its installed width. Min 5/8 in. (16 mm) thickness of fill material installed on each side of the wall between the top of the gypsum board and the bottom of the concrete floor, flush with each surface of the well. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC —CP601S Elastomedc Firestop Sealant or CP606 Flexible Firestop Sealant or CFS-S SIL GG Sealant. L Ratings apply only when CP606 or CFS-S SIL GG Sealant is used. 4. Forming Material —(Optional, Not Shown) - Mineral wool Insulation, fiberglass belt insulation or polyureth palyethyleaeJeamhackeuod.. Forming material to be recessed from both surfaces of the 2 hr fire rated wall to accommodate the required hick ;fl1I�lTWE D F 'Bearing the UL Classification Mark AUG 262016 Reviewed By: BECK & ASSOCIATES. PLLC Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti FirestopSystems December 23, 2013 y Paae: 2 of 2 S�RACK HEAD OF WALL DETAIL AT SLAB 1 & 2 RATED HOUR WALL CONDITIONS HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.c0m PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC SREGIHTERED A RENedI 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS PRo.xcr biREcrw SB PRCLCr MANAGER SB PRucr Aacv¢n SB PRaxcr rcrN uEXeER DT AReO 811 SRESUS AUG 19 2016 3111lDINO OEP,APRTMETrr C7rYOFFJMONDS nnE INTERIOR DETAILS WALL INTERSECTIONS ROE 1400<r Nw. 1.00 bArz APRIL 22„201'6Y;`'J L ~' PROEC7 XEl11gM P0.111i1+ ` p3�1282016 tE5 F��C nS50GtP sXEEr NaNaz 6 t�' A9.04A SET T A9.05 I U A/ EXTERIOR SUBDUCT SHAFT ASSEMBLY PLAN 2 11/2"=1'-0" SHAFT AT EXTERIOR WALL UNIT UNIT SUBDUCT SHAFT ASSEMBLY PLAN 6 1 1/2"= V V SHAFT AT UNIT DEMISING WALL REGLET CANT S1 ROOFINI INSULAT SUBDUCT SHAFT ASSEMBLY SECTION 7 1 1IT' =1'-0" HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure: documents that in'myp professional judgment are appropriate: to.satisfy the, requirements of RCW 64:.55..005 Ehrough, 64. 55. 0.90. 4/22/16 PERMIT SET PRarc1 owcc,oR SB PRQFCL MANAGER SB SB PRcftc„EAM Maem DT CIECK ARwrzcr 8117 REGISTERED ARCHIT T SCOTT X B R STATE OF WASHINGTON REVIEWED AUG 262016 P.eviewed ay: BECK & ASSOCIATES, PLLC nnE SHAFT DETAILS SUBDUCT 14001.00 APRI L 22, 2016 P-T NFm9RN PAm DECEIVED APR 25 2016 BUILDING A9.05 SET F'EC,!--IVE'D MAY 062016 -11 9. Accn('laTfS PI I C System No. W-L42088 Muy23,2005 F Ratings -.I and 2 Hr(Sec item 1)-. T Ragnp -0,1 end2 Ht(See 11em 2) SECTIONA-A. I. Wall A, embty- The. 1 or 20r Krcrmedgyp h ord/slud )I bly Wgllbe consuuctcd-I'm tat hand rho arnerspecified- inthe dtvidual U306,U400o V40OSe.ce ]land Parton Designs A theULFtm Resistance Drrectoryand shall include the follmNng. constntchou reamms A. Studs-\VaILf ingmaymnsisl0feillerwood studs orefeel-clmanelslude. Waorfamds to islofnom2ih: by4 in. (S l..mm by:102 m )1 roberspuceJ Fein. (406 mm)OC. Sled amdsfob in3-I2in.(R9mm)widc and spaucdmas24ia,(610mm)OC B. Gyp mhillbe-Th)eknesn)lorgembcoflayeide diafatcrourriulli red deadid,(11 WallandPaml on4caign: Diem og upadng sha11 be ]78in. (as thin) largerrhan the outside diem ofnonmelallic pipe ar conduit (Ifem2). The hourly yPRaring of the0reslapsyslern is equal In lhehosrly Die raRng ofthe nallmaembiylo (which iris installed. 2. Throueh Penelrams»Onewmnetallicniceorwndahmbe inamdlaJAikercnncemricativ cr�c,,.m,;i.atw Wmt„s1,. r;m.o-ma...i..,; TFo rmulm pa irp,peo oduit taiga the ml-IHl bi. (32 )J mslwllbe I12 m. tonrai;l condu tt IregiJtysupl ned'onboth side twall assembly Tl filmving ty) s d - snfnoume A. Palywinvl Chloride (PVC)Pine-Nom2in:l3l mmidiamlmsmallersSchedule40 vJh{cum nr B. Pub•Wnpiping ylacm, gPiper Nom3in.(76mm)dtnm{msnialler)Schedule40 sokdrore PVC pipe formemdosed{pmcess.br rt+pPly)Pfpingsysiem,- .. C. ChirinMed PblfFfityd Chloride(CPVC)P)pe-Nom3in.C76am)dim(orsaraller) SDR)ICPVCpipe for a inclosed (processor'. sirpplo pipi ng systenss. D. Rigid N eme1eCoudu)tt.+-Noln3in.(76rnm) dimn(or maker) Schedele40FVC conduit installea insoccordencovedli' 347 fth Nntiona(hlecttical C9de.(NFPANo 70), E: A.Itr1.ol Nonmetatfe iEta(ENTo&(Nom fin(25mm)diam(orsma11er1 ENTfmmed of PVC; inslhlledinaccarJance with Article 331 of the National Elamcal Codc (NFPA No.70): ' Sceip ge tDi t,,y fc CoaduPl(D2[(T)5nd Btrctrieal NonmMallicT'u6ung(FKNU)eahgaaes ipllieUL FlochscalConitnict(on Ggoipment Directory foroawesefmanWaamera F. Arrylinfidle Runadhas,,Sty. (AM PlirNm,2 1..(51 at) Him (.,.-list)schedule 40saltdcum ercenulmearcABS pipe: fories, inclosed 1pr acss or supply) u vented(dmni, wu.tpor vein) pipnny y,ante..' 71se fumHyTReling Is dependent on lhchourlyrating of the wall assembly, the pipe or condultsiee and whether the pipe 13 intended. far are as a closed oriented sysmm, Orlinnn In the follm,inxa table. Nom Pipe Dirwhi;(mm) Wall Asscanhly hating lfr' Closed(,),, Nivaid d(v) TRafing Nr; 112 To 3(I3 m 76) 1 1 1/21014/4(Ut032) 1 t 112161-114(13t632) 2 1 2 1/21. t-V4413 to 32) 2 'v 1 201 t 1 0 3 (50 2 v 0 �. SysteeRN0 V7L,2Q88 continued' S 3. Fill,Yo)d or Ceviry Materials•- Caulk,Sedmit or Nosy Min thicknessof5/81.. and I 4A I.. (16 —.ad 32 brm) ofcaulkmpully lbr 0 1end 2 be.;ad-11 ass boes. rospecu Ig applied wi0 aomilushemeei pp onduitand periphery ofth open. g, flush wfl6both auK cesofxall assemblyAtthe point contact location betaxenp pe or condnn aadgypsam board .thin 1121..(13 mm)diamhandhC—lk mP byalallbeappliedatlhapipe or cundelUwallbeardint Leon bosh surfacesofwallassemhly:. ^O -3M COMPANY CP 25WBM;1C'l5WB+caulk;FR.3QobWTscnlanlmMP+Sdx.ptply; (Note CP 2M+net sunablc'fu'am with CPVC pipes.). T +++BeaeingthcULLisling Mark. '.G "Hearing the UL Classi0ctabmMoiling 0 Repainted fmm the Onlim CertificationsDitectory wiihpermisAw fmm UadernihasclaDoraturies lnc. m CopyigWO,2911 Undersell- L b mtone5Ire.%, ro ,. ... a•-,.t. 3MFre Protection Products + ' - ^` produtisa " " tune pear 3M Fire Pi Products PIe dSlipped His www:3m.tam/lirestop W-1-2088 • lAf 2 .,; 1-300.328.1687 www,3m.com/firestop W-L-2088. 2 of 2 I Eulfis24t6ef System No. W-1-210 Nusember20,2004 F Rating- I And 2 Hr(Sec Ircm: 1) T Rating-1 And 21ir(Sn Item l) SECTION A -A L, WaBAssemlly-Thel or 2hrfreagedgypmmtiosnFsud allas mblyshnilb P i cledoClhc matcrialssnl nlhemannc sp •ifcd N in0 d ids lU300 II411 lIV400 Sar)eRWall and Partition Designs in HieUL Vim Resistance Directhryaadshall mcladc The follovong O r:omarneianfeaiu_ o A. Studs -Wall framing mat"onsistof ither mdsmd, of steel ellaimelmels Wood studstoconest ormmn 2by4 in. l51 by 102 min) O 1,Mbeiq=edi6im(406mni)OC,Stwtsmdsiohem 3-1i2im.(€9mm)widuamdapnceamai24in:(6106im)OC. R. Gypsies Roand Tbiclasas.type; numlttoflaycrsansl Fasteners as rcquved in[ha lndiindual Wall and Prat don Design. Max diem of ,perms 1,5 1ii.(127 min). . u The hourly Fund Ratings afihe rins(np aystem-.equal I. the hourly fire ndlag antic 11 assembly tnwhlrh It 11 lasmlled. 2. Through P[netranls One rearmatallic pip , candenift 1. becenterd within opening With. nom 3/4 in. (32mai)annula,s*, belwren pipe or conduit aim periphery oropening Pipe nrcrmdoit to be rigidly supported on both- side, oflM wall assembly. The falia mg types and siresornnnm044, pipes otcomhiile may heated: A. P lyvinll Chloride(PVC) Pip, -Main 4 ri.(102 usurl dia.(or anst Schedu1e40solyd 'maradisdar'comPVCpip. for.. in loud(process ormpply).,v mad(drmn,wwnsleor'vmpppmg'systEm. B. Rigid Nonmetallic Condmt++-N0m 41..(102 min)dam(iou-Ile,) Schedule 40 PVC canduitir talkil I. acemdanrewilhthe National Elcclrical Code (NtPAN. 70)'-'- C. Chlorinated Polyvinyl Chloride ,(CPVC) Pipe -Num4u..(102am) dam(m smeller) SDRI3 CPVC pipe for use -in close!(proeess. orsapply) piping systems. �- D. Avi-yonitrili, Bvituliene Styrene (ARS) PipN'n4 1,. (102 maild; Cor .nastier) Schedule 40 solid-rnm or cellolarcgieABSpipe foruw in closed (preacess or supply) rvarted(dmm, wasteoreene piping syt u. E. FireR tardn EPolypripylene(IrRPP) Pipe -Noni4in,(102 min)dixm(orsmaller)Shcedu1c 40,ERpPp)pc the waI.clo3ed(process 3 ,supply) orvented(drain:wasleorvmppiping system, 3. Flutiop Sysmas-The deWOs of the Instep system ahal(be as follows A. I71I,Yold nr Cavity Materials• -\Visa Stria-IVam I'8 in: (3:2 thin) Ihfck inmmesceni mmerinl emmliedfn2 fit. fail mm1 wfAe xmn�. System No. W-T.r21,47 continued; midJl. f It As It mi tl b ud clamp, collar f sat nss whi, three ormnm lase f ) smp nraybe fluslarroduigailair c 0- bby3fB1,oreg6y(0 }f.hselffvids steel w(32..a)du aeredt surfach rY161..a rhlh 11 'o, h ta—hic 111, ntoq+, ve - thiec neon)uelionwrlbmii(andsm(32intin Mai. or.(Smdair anIts, fro Mi ft ihr f h0r bolts; your tncallY loctdf som2in.(Sl mm)dmm(msdsma)Ier),nom3[n (76nmi)diam(aod 3hi.(16cars) dimnand -.1 [) dnonr4in, (102 ) Him (and rller), pipes, repi,stively." C. FRIVid CavityMtc P•-Cualk,5 1 for Pufty-.(Not Shown) Min l2 in.(13mm)diamticad ofraulkoc putty sbnll lc a nppl d ulapertm t f Ilacatit 1 d evvifhwallsmfaee(a}. - t. COhPPANY`-CP 2SWB+raulk MP+putty,1C 151VB raolk, CircDam 50ocaul(copp8.30pp WT ew)dnt. (No (Nate: CP25W13ti'.vtd tSreDam.150* otsunta6lr forage with CPYCpipes:) p D: Flrest p➢ev)ee -As nahernaie to llcros3A and 3B, firesmp device to be n rolled la 'ewd cc rth lh'ac p)7 yinstnliuinn H iaitru Woos. Flrestopdevicemhe'iiuulled andlalchea around pipe and secur<dmlmhsides f II itlwulo-aF iA h Si.ps.r, 'with ll4m(i3inm)dnm by mid l•1/2'm(3a mm)long steel tapgle jolts in junction vnlh ill l.Il4in.(32—aim em steel fenJa 'waalten Min ofiwi,,thm<or fourari<hordtmDsoranclorbolts symrnatrical7ylocalcdtarnoTti2 m..3 in: ana4in. (51 min; 76mtn,and '102-iumr) dram pipencpecti sly. .3M COMPANY-Ultm RC Pack 2.0,3.0, 4.0: ' N. Inringd ULL tins Mark li,mg the ULClas fcitio Mark :el: d. Rep owd fmm the Online C rtifrcauom Difpctory with penainims 4nm7indcrwritas taboralories Inc. �'' Copyn;110201kU dernrdea.Lothm neslacm +�. mq rornom- m.(ea anan.mm)a mpipes, mo lase_ requ teat J lrz- .antl4 m (S9 and 102 min) th mPipea, Ilacc layers arcrcgmml.Wmpslrip layasicmlmrarilyhcM nnosmonudtnga[u mmtoJ lap,, feel hire tic; o[aqu vdcnt. f 31ICOMPANY-Ultm Os - - B. Sleel Collar-Nom21w(Sl mm)deepeoltsvlthl-I/4iw(32mm)Mdely26i.(51min)lo g fth rtabeandtnin1/2 in'(13 min) ��® king lahs lu Blain—p strip layers Coil, fp-. Hot6 in, (Al ram) thick (28 Range) sheetsteel anilable 6nm wrap"T ufact .Asm 1knots,collaru ay be Tidddabricatd from mintl016 a., (Anuo)thick (28gauge) gal heela(cet)naca�.— with instruction since supplied bywrap stopmanninatuler Steel callm, with uat]. labs bent oulwan190dcg wrapped ltgmlyarauxt APR 25 2016 wrap urip layer, with .,in I in. (25 min) cvalapm semn:Anchertabs to be located dilkilyogoinsrwall—flaw, and all. to 6e compmssed,round,nap strip layers wing a min 112in,(13 mon)wide by0.028 in. (.71am) th)eksminiess steel band dump a the ��``�� sx:sa""�� BUILDi NG .jIVI FITeRI'UteCtinn Prodltcts 71 Fragilgiuppori(mre, •' wt r-'n'�,iF'p1{CcuQ"q'rV(filCtB Pmdun Support One www.3m win/firestop W-L-2147 .1'�Df•2" - " ,r .1-aao-ssaue7 w; t ,'""" yfww.�lii;taltt/braslep . � , , : , .. W-L-2147. 2 of 2 rao0s2e-1dg7 � PIPE PENTRATIONS AT RATED WALLS U m HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC 6An aewam 4/22/16 PERMIT SET SB Aa— SB PROACT saeainel PR,SO BT — KWER DT CNECx Awarec" S 4STARWOF 7 REGISTERED ARCHIT T TT A. B R WASHINGTON REVIEWED AUG 262016 Reviewed By: __ BECK & ASSOCIATES, PLLC am PENETRATIONS AT RATED WALLS —,a, 14001.00 aAAPRIL22, 2016 PRa 7 NEMmx PAnI A9.08 SET MAY 062016 HALLER ARCHITECTS LLC GENERAC° QUIETSOURCE° SERIES STANDBY GENERATORS Application & Engineering Data QT048 GENERATOR SPECIFICATIONS ENGINE SPECIFICATIONS TYPE. synduaress MAKE '--- _ Gainer ROTOR INSULATION Class IT MODEL -V6 Liquid -Cooled EngineGenerator Sets STATOR NMI .ATmN Class 2AINDERS. 6 TELEPHONE INTERFERENICE FACTOR(10) <50-DISPLACEMEUT 4.2 Like INCLUDES Standby Power Rating ALTEMIATOR OUTPUT LEAD" PHASE flair, BORE 341 Generac Naturally Aspirated Model OT048 (Gray) - 48 kW i eEAmHGS Sam Rag STROKE 3.74 COUPLING Real. on, CC.MPRF.SSION RAI10 93:1 Gaseous Fueled 42L Engine WADCAPAfCU(STNiDSYRATINGj 48for TNTAHEAS SYSTEM Naturally A, led • TWO Line LCD TFj-lingual = 1 3 r r l y,', rXCITAI1a1 SYSTEM move VAII'EBf.ATS PeUslon If hadand hardened L.1FtDtnvE R011cc xrwaenc Digital Nexus'"Controller ? 7�"'z- r}t L! :- -- VOLTAGEREGULATIOR- iv; - CiLNEpAa �_ rY� _ _ _ €.amnm GOVERNOR SPECIFICATIONS lsochronous Electronic Governor ` f t N F / u^- SENSNG 5nyle Flnsa TYPE-_- E4KUonic r��'t{_ 1ww, T REGULATION '1% FREQUENCY REGULATION IecUvElwus + Closed Coolant Recovery System. GEIYENAO' t; ` "Pr Yt j SUAOY STATE REGULATION _025K g• ""^:"0M qy r' �„� I GENERATOR FEATURES ADMSTMENTS FOR b. Smart Battery Charger 4 nH r JF h fkvohingRpl'" heN9cicnloT Spem Yes 0 ity ergo to to chow.. Droop Yes �',+?. r T 5P - t'[ a'� A Opelallgtempe a ¢17A'C 26oYea 4a "C alnMenl UV/Ozone Resistant Hoses r{ > r , r. ,» uaa nlsLlas HraledallSD•Glise p ,, _,,,,i<., t•e-. TIN rmaels are wry Prototypes nslm ENGINE LUBRICATION SYSTEM f+-tl% Voltage Regulation .. aLPUL4P ENCLOSURE FEATURES I OIL FILTER Fionrowspm-oncanddge • Natural Lacs Or LP Operation Atureinum weather Emures protectlon. against mother nature. CRANKCASE CAPACIfY 6aals P proteclive enclosure Electrostalicany applied hatun d epoxy palm for addedduraalRy ENGINE COOLING SYSTEM + ULISTED Enclosed 2200 Listed Faldosed trilical grade Quiet, critical grade mullly is mounted inside APE- Pesmd#dClosed mmlf er Iha untt to Gravel injuries: Mende MO [PA Emissir>n Regulations Small, compact. Makes tot an easy, eye appealing installation: WATER PUMP Ft9w 10.6 gatAnin '. ahmrAive. FAN SPEED low FANOIAAILIER 22'auhes FEATURES FA14 MODE Nit. () INNOVATIVE DES1614 & PPOTOTYPE TESTING erg key eomperacho Of O SOLID-STATE: FREQUENCY COMPENSATED VOLTAGE REGUL0011. FUEL. SYSTEM :GENERAL'S success !it 'IMPROVING POWER -BY.DESIGN." But It This state -of -the -ad poem mahniegig regulation system Isstandardon QOeset stop there. Total commitment tocomponent testing, eliablllly all Genew moce4s It provides oplhnired FAST RESPONSE to chuffing FUELTYPE N eel Was popaaa Per testing, elavaemnenlal testing, destruction and life testing. pluslesiing load conditions and MAXIMUM MOTOR STARTING CAPABILITY CAPHDRETOR Down Oak to applicable USA, NEMA, EGSA and other stindddS, allows you to by eleclmricallylonpe•malchMgahesurge Inds N the engine, An SECONDARY FUEL REGULATOR standard choose. GENERAC,POWERSYSTEMS with: the confidence Mat these sequalled sl% soilage regulation. -Fort SHUT OFF SOLENOID Slw4all. systems will provide suporlor performance,. O SINGLE SOURCE SERVICE RESPONSE from Generac's erlensrve dealer OPERATING FUEL PRESSURE'- 5'-t4'nyo celeamk provides palls and serl stow -now for the entire unit. . one Inc O TEST CRITERIA: elglre to the smallest electronic component - ELECTRICAL SYSTEM - PROTOTYPE TESTED "NEMA MGt•22 EVALURTION BANERY CxARIt ETERNATOR I2V 3g Ama PROSINSTOTYPEEM TISTEDNAL TESTED. MOTOR STARTING a GENERAC TRANSFER SWITCHES. Long life and re liability a re STAIIC MTIERYSGFR 2Amp. syronyrners with GENERAC POWER. SYSTEMS. One reason for this confidence -is that the GENERAC prodw line Includes its own transfer RECOMMENCED BATTERY G1euD 2gF.525CCA . systems and pimlmls for total system colnpabbibly; - - SYSTEM WLTAGE 12 Vcas GENERAC' INTERCONNECTIONS QT048 1-IUUIU UUVLtU INJIHLLNIIVIV NEXUS'" CONTROL FEATURES 2{Ice Plain Trot LCD Doorharr Simle user lnlefface for use of Wool Made Switch - .. Aieh Aulomdic Steal on Ulilily failure. 7 day eaamiur - -OR Slops anti. PoWw fa wZ.. COR1mland eh .sello nle. -Manoal/1"t(Slan Slatl"it h S'arler cgd.L unit Ste on: 111 lit IWE banner to lead lake¢lace. Pro rammable clan Bela between l0.30 senonda' Slandard .Fit ice Staff Bequence -- - C GUG GrarRw :16 see, on, 7 rest t9O see. marlmomdoneon) - En Ina warm-u 5secends En ice Cool -Down 4 minute Scalier toek:OUl Stange cancel,¢ - en a wit 5sec. alter en lee has stI mm. Small Belle( Chow Standard Aulomatie Na Tonmtdhmr and UndeVehaPtectic Standard ANmafse Stan Standard :Oven SNNd an Slanmrd 72Ne. Hi T nluie Shutdown SWnred -Overwaek Protection Standard '.Sate Fused -Standard '.Faflwe lO Tnasher Poeschurn Standard low Bailer Prd¢elion... Standard SO Emnt Run Shaded future SelCa Ole Exwdser Slanded Incernct Wilin Protetlion .Standard Internal FWWt Protection SnndaW Common Edema( Full Capability - Standard Go-, Fee- Promotion Slandad *Single and three phase connections may vary., refer to the owner's manual for specific connection Information. STANBY GENERATOR Is 94Hr6-- a6Wy. Appekablv lm alpM,3 V,,y pour lea 1. dcedcw.r lMWkroue, o V.M1'aa,Kloaf rep.5luy i-labl. lw..Mhas, Lot ras Iv... La. whoa SS5514,_ 1-GaQ45-md gNr271)(All craps-.11-,,roxeah U5514.Ie0304C G06525.571 JIU99dq 71). - - INSTALLATION LAYOUT QT048 GENERAC' t a6fill ...11� L 666cr'T�wit m ETBili1'€sal ��. _ N �G lA' �4 t Rim $t "a ax � t4r lip 1 77=1 Generac Power Systems, Ina. •' S45 W29290 HWY.. 59. Waukesha, WI 53189:• ganerac.com xahloair xroww-,,e-e:.usa. eveim, Generac'®'QuietSource® Series Standby' Generator - 48 kW GENERAC' 9 OPERATING DATA ON RATING (LP/NG), 48146 ENGINE SIZE 42 Lila GENERATOR OUTPUT VOLTAGM-60NL NW Nat. Gas. AMP kIvLPG :AMP CB Size Rion) 12012401;1-phase; 1.0 pl 48. 200 46 192 200 1207208V:3-phase 03, pl 48 166 46 160. 175 120/24OV, 3-phase, 08 of 48 1" 46 138 150 277148OV,3-Fhase:0.8 IT 43 72 As 69 80 ENGINE FUEL CONSUMPTION (Itweret 0npt (Proposal Natural Gas' - Propane lftImq (gallho cu f* 6ercls, cycle 70 O.S- 26 25%gloated lead 205- 2.23 '81 50%of read load $70 4.03 147 75%of hand load 516 5.6 205 100%or rated load 655:- 7.20 260 ENGINE COOLING /it tlm(inlet air including altemo!a and eamhusdon eh) Ile/min. Z460 System coolant capacity USaal. 3.0 Heat roleellon to coolant BlUll 169.000 Max operating at, temp on radiant "C CF) 60 (150) Max, ambiem temper -Log COMBUSTION AIR REQUIREMENTS - flow At rated power 60 Hi tom 235, SOUND EMISSIONS IN DBA Exemisolg at 7 meters 60 Normal operation at melees - 65 EXHAUST Fihuntllawatrated 60 It d6ti 395 -output Fihuest.temp: at Annular outlet '`F: 1100 ENGINE -PARAMETERS Rated syachrenous RPM 60 Hi') 1800 POWER ADJUSTMENT FOR AMBIENT CONDITIONS Temperalere0eia6od _ 3%for overyopoaboye-T 26 1.65%sal every )0 `F above'=°f 77 Altitude Oerelkn 1%tar every 100 m above - he 183. 3%10T overy 1000 0. above -1. 601) RATING: All three phlm.rated at 0.8 power faUOr. All Matte phase slits anraled 01.6pewer faclec STANDBY RATING: Standby Mines apply 6 l-rdallatiors served by enable wilily scone Thest-orylahng is applicable la wrlpinW leads I. ["raise of.apawerouboe lhwe is noovedoad rapa6ilily fdr@b. ralTtp. Ratings aleln acaldwnewim IS¢3046-1, Design and speriflulions as subject to thence without cages. ONngeo is based an LPG FeW and may delete with ielwal gas. RECEIVED APR 2 5 2016 BUILDING 12216 Corliss Avenue North Seattle, WA 96133 TEL 206.235.0935 email: boyerscottl(Lbgmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC V. narsaN 4/22/16 PERMIT SET Pap.cer w.eaw+ $B P escT NANAma PRINECT -TECT SB Pe-cl. MEMBER DT 8117 REGISTERED ARCHIT T SCOTT A. B STATE OF WASHINGTON REVIE\RED AUG 262016 Cevievred Cy: _.__ BECKS ASSOCIATES, PLLC STANDBY GENERATOR PR14061.00 APRIL 22, 2016 PRaetr Nswrow, 'AM eas, Nu.ocR A9 ro,9 t 213 SET MAY 062016 BECK 8 ASSOCIATES, PLLC ® SILENT IntelliKnight° Model 5820XL-EVS KNIGHT Addressable Fire Alarm Control Panel with Emergency Voice System by Honeywell The IntelliKnight System is the easy way to make the most of fire alarm technology. IntelfiKnight 5820XL-EVS offers an Emergency Voice System integrated with the fire alarm functions of the control panel. The 5820XL-EVS offers built-in digital communication, distributed intelligent power, a modular design and an expanded, easy to use interface. Powerful features such as drift compensation and maintenance alert are delivered in this powerful FACP from Silent Knight. For more information about the 6820XL-EVS system, or to locate your nearest source, please call 800-328-0103. Description - 5820XL-EVS is an intelligent addressable fire alarm control panel combined with an Emergency Voice System (EVS). When the EVS features are enabled, they are integrated with the fire alarm and voice evacuation functions of the control panel. The 5820XL-EVS panel and accessories provide features to meet the requirements for Mass Notification Systems as described in ILL 2572. The basic 5820XL-EVS system can be expanded by adding modules such as 5860 remote annunciator, 5815XL signalling line circuit expander, 5824 seriallparallel printer interface module (for printing system reports), and 5895XL intelligent power module. 5820XL-EVS supports SD or SK devices. Features • Built in support for 99 SK detectors and 99 SK modules, expandable to 396 SK detectors and 396 SK modules using Model 5820XL-EVS System Sensor protocol • Built-in support for 127 SD devices, expandable to 508 SD • Two built-in Form C programmable relays devices using the SD protocol rated at 2.5 amps at 27.4 VDC • Support of up to four EVS-50W, EVS-10OW or EVS-125W 6 amp power supply and maximum charging amplifiers for a maximum of 500 watts cepacity of 35 amp hours (An additional • Each amplifier has four built-in speaker circuits expandable cabinet enclosure is required for batteries in excess of 18 amp hours) to eight • 15 Recordable one minute messages that can be mapped to Improvements in SKSS software deliver five eight EVS buttons times faster uploads/downloads • Can select EVS message as priority over fire 16 built-in speaker group switches • Support of up to four EVS-RCU's. The EVS-RCU meets the expandable to 32 Built-in and USB Interface for requirements for a LOC programming via PC miro v • Six Flexput- 1/0 circuits • Central station reporting by point or by zone Compatibility • Built-in synchronization for appliances from AMSECOdb, The 5820XL-EVS is compatible with the Gentex0, Faraday, System Sensor, and Wheelock® following EVS Components: • Supports Class B (Style 4) and Class A (Style 6) confrgu- EVS-50W - 50 watt amplifier ration for SLC, SBUS, and Flexput circuits EVS-125W - 125 watt amplifier • 13 pre-programmed output cadences (including ANSI-3.41) EVS-1 DOW - 50/100 Watt Amplifier and 4 programmable outputs • Built-in annunciator with 80-character LCD display EVS-t00WBU - External Backup Amplifier • RS-485 bus provides Communication to system accessories EVS-RVM - Remote voice module • ILL listed for 52OHz signaling when used with EVS-1 DOW and EVS-SW24 - 24 switch expander compatible speakers EVS-VCM - Voice control module • Programmable date setting for Daylight Saving Time P/N 351562 Rev E ® 2014 Honeywell International Inc. Physical Masts the requirements for NFPA 72 Local Protective Flush Mount Dimensions: Signaling Systems & Emergency Communication Systems. 20.25"W x 26.75"H x 2.5"- 3"D Other Listings: (5,.4 W x 68 H x 6.4-7.6 D cm) CSFM; OSHPD (CA) OSP-0065-10 Overall Dimensions: 20"W x 26.5"H x 4fl) Compatible Devices (50.75 W x 67.3 H x 11.8 D cm) See the specification sheets listed below for a complete Color: Red listing of the SD and SK devices. Environmental 53624 SD Devices Data Sheet Operating Temperature: 32•1` -120-F (0•C - 4M) 53623 SK Devices Data Sheet Humidity: 10%-93%non-condensing Ordering Information 5820XL EVS FACP with Emergency Voice System Electrical Primary AC. 120 VAC (a) 60 Hz, 2.5A EVS Accessories Total Accessory Load: 6A @ 27.4 VC power -limited EVS-50W 50 Watt Amplifier Standby Current: 275 mA EVS-125W 125 Watt Amplifier Alarm Current: 440 mA EVS-10OW 501100 Watt Amplifier Battery Charging Capacity: 7 to 35 AH EVS-1 OOWBU External Backup Amplifier Battery Size: 18 AH max. allowed in control panel cabinet. EVS-RVM Remote voice module Larger capacity batteries Can be housed in RBB accessory EVS-CE4 4 CirouitAudio Expander cabinet Six Conductor Wiring: Two voice bus & four SBUS EVSSW24 24 Switch Expander Listings EVS-VCM Voice Control Module VIP-TR Panel Trim Ring to flush mount NFPA 13, NFPA 15, NFPA76, NFPA 72: Central station; SK-SCK Seismic Compliance Kit remote Signaling; Local Protective Signaling Systems; Auxiliary Protected Premises Unit; & Water Deluge releasing service. Suitable for automatic, manual, waterflow, sprinkler - supervisory (DACT non -coded) signaling services. - UL 864 and UL 2572 SILENT This document Is not intended to be used for installation purposes. We try to keep ®•KNIGHT our product information up-to-date and accurate. we cannot cover an 6pedap applications or anticipate all requirements. All specificaeens are cabled to change without notice. For more'nformat on, contact Silent Knight 12 Clinfonv Ile Road by Honeywell Narthfard, CT 08472 Phone: (203) 484-7161, Fax: (203) 484-7118. For Technical support, Please Par 800446.6444. wrew.sileniknight.com. Assembled in America 9 FIRE ALARM CONTROL PANEL WITH EMERGENCY VOICE SYSTEM , K KNOX' r o;c.-Ms►ase 3200 Series BINGE® DOOR MC30EL Rte 014 m Nigh Security InduatriaVGovernment Key Box w4hraas F9ile. u Front View sellers wount fE The number one high -security KNOX-BOX6 is used for most commercial applications including businesses, schools, government and public buildings, community associations and apartment complexes. The 3200 Series KNOX-BOX holds keys, access raids and other small items necessary for emergency access. The hinged -door 3200 Series KNOX-BOX Is more convenient than the lift-off door version because. K allows single-handed operation and opened or closed, 0's all one unit. Features and Benefits • Holds up to 10. keys and access cards in Interior compartment • Ensures high security. Box and lack am ULo Listed • Includes a Knox -Coat® proprietary finishing process: that protects Knox products up tofour times better than standard powder coat • Resistsmoist conditions with a weather resistant dour gasket • Hinged door allows single-handed operation • Colors: Black. Dark Bronze or Aluminum Weight: Surface mount - 8 tbs. Recessed mount - 9 lbs. Options • Alarm tamper switches (UL Listed) • Recessed Mounting Kit (RMK) for recessed models only • Inside switch for use on electrical doors, gates and other electrical equipment H rlro•nli Yk sec,xes. Suinksa Sxed StPpl Ixk cover poor Nilnya Hale Por tam sal Par lrz^aa6a pent _I ntmIAPM with eaak<t L Im, 5644 aced heudng lo-welded 3200 Surface Mount Front view awe View �7•WIVE 3'pEEr— 114'•atcciceen. We xeldcd 7 n�rH F en9e 7• x7' fbras odd only) nbbdd bMd -32DO Recessed Mount Ordering Specifications TO lnsurepracoremvotanddelivery #line 32UBSeries KNOX 60A it Is suggested that the following specfdoariorrparagraph be used. KNO X-B rix sudaeelL8Casletl mount wilh hinged door, wilywhh out D L Lolled lamps swikhes. 1/4' plate steel housing, 1/2' Ihicksteel door with Interior gasket seat and stainless steel door hinds. Box and lock I.A. Listed. Lack has 1/8' thick stainless stecl dust cover wilt tamper seal mounting capability. Enulor0imensian5: Surface mount body- CHx Sw x33/1'0 Recessed mount irpnge- T'H l 7 vy Lock: UL Listed.Double•action totaling tumblers and hardened steel pins ace seed by a biaced cut key. Finish: Knox -Coats proprietary gosling process Calms: Black. Dark Biases or Aluminum PIN 3200 5erids KNOX-BOX job" sat to) Mflk Now. KNOX COMPANY MDX tOmPeeT• 16M W. holsoy Rosh, Remit, Q 65a27 • (abb) 5s2-5669 • (fin) 687 a3sa • no, (623) 6amot • wuh—lined ax.eom • Finah tho kMxbar cum KNOX' f-Ioas-ease 3200 Series HIPJGED ODOR MODEL - MOUNTING DIAGRAM Recessed Mounting Kit suggested I mounting height The 32DD Recessed Mounting Kit RMK Is used ( 6 feet above ground for recessed models only. It.contam$ a shell I rya * �� srad r41 housing and mounting hardware to be casYlo-- P lace in new concrete or masonryconstruction.. a kl ;. s,.,s " cy w?"m•F' After construction Is completed, the KNOX-6D)f iws mounts inside the RMK: The RMK may only be �rr used In new concrete or masonry construction. � installation In Cast Concrete ;; o.- oars r r a�may r, •r± p" oond�^a The orbilonal-Recessed Mounting Kits for use. sr4tth In now concrete or masonry construction ,only. . �P•- ' The kit Includes a shell housing and mounting "v hardware In be cast -in -place: The KNOX-BOX is; GredcBF n r �-sr� `^emu a "a'.` mounted Into theshel(housing after construction SUIWconcrers xyx y^' 2ancreu is completed: 3200 Series Hinged Door 3200 Series surged Door. Dimen$ions Buns —Mount Recess Mount Rough-In-DMenslons:6-f/2'Hx6-1y2'Wx5'D Inside View e• IMPORTANT: Care should betaken to insure that - ',a— scow— 7ra•- the front of the BACK shell housing, including the an a,, cover plate and screw heads, is flush with the swucnrwe •. 7a, finish wall. The RMK must he plumbed to Insure x® x� + acne^ e-� vertical alignment of the vault. o x� q 1.9a.. Recessed Mounting Using. e >i x9 1 _ RMK ebdl is: RecessedMouatin.Kitlnmx) non-41mwau I during new, L xnox cox• Lmeatmodan Nlmcaru9rg: Alannrilrc pyly,p-•X,erc. ,& 7ne' axR opeana t side Knockaur0 xMK h hatter-.. edrormountly witB d4 et for. .rdmry, at-k»t /&'GrndeS ur _ mPledorz er foralWm wire EeiWbli mounany uec Sdc<N Grade p.f4oeengs Lan66rllLtlad times 3l8" Mnweng Heka G r.de Sv CG_a trim reb taacmerzp fOrtre•Ir 'to w®II it ® nbse- Attention: KNOX-BOX- Is a very strong device that MUST, be, Mounted property to ensure maximum security and resist "test attack. ) 0 W .J Knox® Rapid. Entry System The KnoxCompanymanutaetures a complete line of high security products including Receosed: Knox -Box key boxes, key vaults, cabinafs, key switches, padlocks, locking FBC caps, Flarye! plugs and electroniamaslerkey security systems. For more Gltormalled artachnlcal me. [beat.,. assistance, please salt Customer Service at1-800.552-5669. prceiAod melde RMK:ahee Concrete or tea--c ovl— aanrywall -KNOX-fl —I KNOX BOX @ SPRINKLER RISER ROOM B107 (SEE A2.00) 0 The Knox Elevator box Comes with 9 key hooks standard twill, a 13 key hook expansion panel avallable The Knox Elevator Key Box is a UL 1037 Listed high security box designed specificalty for the elevator lobby. The elevator box has room for 2 elevator door drop keys and up to 30 emergency override keys. This UL listed key box offers superior resistance to physical attack than the average elevator key box. This all steel box comes standard in Deep Red with the "Fire Dept. Use Only" banner as required by the IFC standard. Additional colors are available with or without the banner. The Knox Elevator key box can be keyed to a department's existing Knox System. Store elevator door drop key and additional keys in f this high -security Knox 4 Elevator Key Box designed especially for lobby use. '•— Sampleelevatardoor drop key is. max LOveaNr- laid w.over Valli¢y BaN; Men[., M M027•(a0a1552-5669 (623)687.2300•Fax(623) 687aNa9• web: www.4naxbre,cs— Finalk Infr8kvubaxaem px[2an. xmkCanparry 7.1 u„ Deep Red; Aluminum; Dark Bronze Interior Views of Standard and \ Four Colors Available, with or without fire Dept. Banner The Knox Elevator Key Box rcomes in four standard colors, Deep Red, Aluminum, Dark Bronze and Black to accommodate code requirements and interior design preference. The Elevator Key box can be ordered with or Without the "FIRE DEPT, USE ONLY" banner in Aluminum or Bronze. Black only available without banner. Same Knox High Security. Features You've Come to Expect The Knox Elevator Box is UL.1037 Listed against physical attack andcanbe equipped with a tamper switches and tamper seals for added security. 1141m Knox Elevator Key Box -.-- ..,-- hatenordecorot most Two Sizes Available high-rise rabbles. The Knox Elevator Key Box is also offered in a smaller, "Mini" size for those O' For ordering information, please call your applications where only key storage is needed. The Knox Mini Elevator box (E fire department or visit www.knoxhai.com. has 4 key hooks but no door drop key hook. profile fits snugly to wall About the Knox Company StandLow rdElovaror8ox At half the depth of a 3200 Series Knox -Box,. the high security elevator 190OSetles Mini Elevator Box _ Since 1975, Knox has been manufacturing high see try key boxes, key vaults, armored cabinets, key switches, � - - - - ' 1400 1450 Senes box makes a versatile and attractive solution for interior applications. The. ) i padlocks, master key retention devices and locking FDC plugs and caps. This provenrapid entry system reduces elevator box should be mounted in an area sheltered from rain or possible response time, property damages and theliabilitylostkeys. More than.11,500 responding agencies and the mechanical damage. communities they serve depend on Knox products and services. S1 ®KIVOX° MEMO n Pw� a�RSree n KNOX' ?, AUG 19 2016 KNOX BOX @ ELEVATOR LOBBY LEVEL 1 (SEE A2.01) BUID:NGCP'mM]eT CrrVOFEOMM 8__ HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC ME neva. 4/22/16 PERMIT SET Z�,8/18/16 PERMIT REVISIONS lat�B Curei anEclm PaVaJET 4All-a Paaax aawleT TECT SB Is— TEau uEM9ER 8117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON REV9FWFQ AL'G 262016 KNOX BOX FIRE ALARM CONTROL Pa 14001.00 APRIL 22, 2016""j%W,. y PHQECr NE1wMx Panty r f a� c t aSES FlL suE, wave 6E0(& A AT 10 SET BUILDING DOOR SCHEDULE 1. ALL UNIT ENTRY DOORS SHALL HAVE A 20 MIN SMOKE AND DRAFT ASSEMBLY, A U.L. APPROVED SELF -CLOSER, MAXIMUM 450 ENDPOINT RATING, MIN.1/2" THROUGH VIEWPORT. DOORS SHALL HAVE A MIN. 28 STC RATING. 2. ALL RATED DOORS SHALL HAVE IBC APPROVED JAMBS AND SHALL BEAR A U.L. WITH APPROPRIATE RATINGS INDICATED. 3. ALL DOOR GLASS SHALL BE TEMPERED SAFETY GLASS MEETING FEDERAL GLAZING STANDARDS. 4. INTERIOR DOORS FROM HABITABLE SPACES SHALL BE UNDERCUT 3/4" TO PROVIDE FRESH AIR CIRCULATION BETWEEN SPACES IN UNITS. 5. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 6. DOOR THRESHOLDS MUST NOT EXCEED 1/2" IN HEIGHT PER [CC ANSI A117.1 SECTION 404.2.4. 7. MAXIMUM DIMENSION OF GLAZING IN FIRE DOORS SHALL NOT EXCEED 100 SQ. IN. WITH A MINIMUM DIMENSION OF 4". B. ALL DOORS MUST BE OPERABLE BY WRIST OR ARM PRESSURE PER ICC/ANSI Al17.1 SECTION 404.2.6, 9. MAXIMUM DOOR OPENING PRESSURES ARE LIMITED TO 10.0 LBS AT EXTERIOR DOORS AND 5.0 LBS AT INTERIOR DOORS PER ANSI Al 17.1 SECTION 404.2.8. 10. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR DOORS. 11. U-FACTORS FOR GLAZING AND DOORS SHALL BE DETERMINED, CERTIFIED AND LABELED IN ACCORDANCE WITH NFRC 100 & 200 BY A CERTIFIED INDEPENDENT AGENCY, LICENSED BY THE NATIONAL FENESTRATION COUNCIL (NFRC). 12. ALL DOORS TO BE 13/4" THICK U.N.O. 13. SEE SHEET GO.02 FOR ABBREVIATIONS DEFINED. GENERAL NOTES SCWD/GL SCWD/GL BUILDING DOOR ELEVATIONS 114" = 1'-0" 45 MIN RATED GLASS HW GL AL =ALUMINUM STOREFRONT FA C DOOR # ROOM NAME LEAF FRAME FIRE HARDWARE KEY NOTES SIZE (WxH) TYPE MAIL FIN. LITE MAT'L FIN. RELITE RAT'G GRP PANIC CLOSR SHGC VT U-VALUE ST1-B STAIR 1 BASEMENT S-0" X T-0" F HM PTO HM PTO 90 MIN X B101 BIKE STORAGE T-0" X T-0' F HM PTD HM PTD 60 MIN X 8103 STORAGE 3'4"XT-0" F HM PTD HM PTD X B104 ELEVATOR LOBBY Y-0"X7'-0" I F HM PTD HM PTD lionIN ,.v. X B104A STORAGE ROOM T-V X T-0" F HM PTD HM PTD 60 MIN X B105 ELEVATOR MECH 3'-0"X7'-W F IHM PTD I HM PTD X B107 SPRINKLER RISER ROOM 2'-VX7'-0 F HM PTD HM I PTD X ST1-1 STAIR 1 FIRST FLOOR 3'-0'X7'4' F HM PTD HM PTD 90MIN X 101 SOUTHEAST RETAIL 101 ENTRY (2)3NrX7'-0" AL AL PTD AL PTD X A X STOREFRONT -SEE WINDOW SCHEDULE - A10.03 101A SOUTHEAST RETAIL GARAGE DOOR 12'-8" X 8'-11" OHSD HM PTD HM PTD i ALL GLASS PANELS 101E SOUTHEAST RETAIL GARAGE DOOR 12'-8'XV-11" OHSD HM PTD HM PTD ALL GLASS PANELS 1 X X WS EDUL -A10.0 102 SOUTHEAST RETAIL GARAGE ENTRY 3'-0" X T-0" HM HM PTD HM PTD 60 MIN X 60 MIN RATED GLASS (FIRELITE OR EQUAL) TESTED TO ASTM E 119 OR UL 263 3 D XVX 10 CORRIDOR 105 GARAGE ENTRY 3'-0" X T-0" HM HM PTD HM PTD IN o •x TESTED TO ASTM E 119 OR UL 263 EST R TAILS ENTR 3'-6"-0" TD AL PT STOREFRONT - SEE WINDO SCHE LE- 03 106A hI E ( - "X AL AL PT D 3 L AL PT WINDOWSCHEDULE-A10.0 106C WEST RETAIL GARAGE ENTRY 3'-0" X T-0" HM HM PTD HM PTD 60 MIN 60 MIN RATED GLASS (FIRELITE OR EQUAL) TESTED TO) E 119 OR 263 107 RESIDENTIAL/RETAIL TRASH 3'-0'XT-0" F HM PTD HM PTD 60 MIN 107A RESIDENTIAL/RETAIL TRASH 10'-0"XV_0" OHSD HM PTD HM PTD 108 PHASE 1 POST OFFICE TRASH 10'-0" X 8'-0" OHM HM PTD HM I PTD 109 ELECTRICAL 3'4"XT-0" F HM PTD HM PTD 180 MINI X X ST1- STAIR 1 SECO OOR T-0' HM PTD HM PTD N ST1.3 I STAIR 1 THIRD FLOOR T-0" X 7'40" I F HM PTD HM PTD 90 MIN X o I M.4 -o SCHEDULES 1/4" = 1'-0" LEAF WIDTH SAFETY GLASS i - VISION PANEL (100 SQ. INCHES w i OR LESS) \ LL \ F = FLUSH L = LIGHT GLAZED PANELS AT BE RETAIL T T OHSD = OVERHEAD SECTIONAL RESUM AUG 19 2016 B"'c�Dfrrf'o° °eniwoNus� HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure documents. that. in my professional judgment are appropriate to satisfy- the. requirements of-RCW 64- 55.005 through 64.55.090. ow,E 4/22/16 PERMIT SET �8/18/16 PERMIT REVISIONS SB rRocc, ux"aR SB —IT as 1 SB 1-T ,EHI NENRfR aDT .-I., 3 8117 REGISTERED ARCHI T $COTT A. B R STATE OF WASHINGTON REVIEWED AUG 262016 Pe iew 6y: .ECK & ASSOCIATES, PLLC DOOR SCHEDULE R14001.00 APRIL 22, 2016 r Af v RR6fCI mmwa rim ,ro„� 6 rr1AiE5, PIIC O - i + ■ vov ■ SET S 1'Q v('e'ed S;kaof- 1. ALL UNIT ENTRY DOORS SHALL HAVE A 20 MIN SMOKE AND DRAFT ASSEMBLY, A U.L. APPROVED SELF -CLOSER, MAXIMUM 450 ENDPOINT RATING, MIN. 1/2" THROUGH VIEWPORT. DOORS SHALL HAVE A MIN. 28 STC RATING. 2. ALL RATED DOORS SHALL HAVE IBC APPROVED JAMBS AND SHALL BEAR A U.L. WITH APPROPRIATE RATINGS INDICATED. 3. ALL DOOR GLASS SHALL BE TEMPERED SAFETY GLASS MEETING FEDERAL GLAZING STANDARDS. 4. INTERIOR DOORS FROM HABITABLE SPACES SHALL BE UNDERCUT 3/4" TO PROVIDE FRESH AIR CIRCULATION BETWEEN SPACES IN UNITS. 5. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 6. DOOR THRESHOLDS MUST NOT EXCEED 1/2" IN HEIGHT PER ICC ANSI Al17.1 SECTION 404.2.4. 7. MAXIMUM DIMENSION OF GLAZING IN FIRE DOORS SHALL NOT EXCEED 100 SO. IN. WITH A MINIMUM DIMENSION OF 4". 8. ALL DOORS MUST BE OPERABLE BY WRIST OR ARM PRESSURE PER ICCIANSI A117.1 SECTION 404.2.6. 9. MAXIMUM DOOR OPENING PRESSURES ARE LIMITED TO 10.0 LBS AT EXTERIOR DOORS AND 5.0 LBS AT INTERIOR DOORS PER ANSI Al17.1 SECTION 404.2.8. 10. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR DOORS. 11. U-FACTORS FOR GLAZING AND DOORS SHALL BE DETERMINED, CERTIFIED AND LABELED IN ACCORDANCE WITH NFRC 100 & 200 BY A CERTIFIED INDEPENDENT AGENCY, LICENSED BY THE NATIONAL FENESTRATION COUNCIL (NFRC). 12. ALL DOORS TO BE 13/4" THICK U.N.O. 13. SEE SHEET G0.02 FOR ABBREVIATIONS DEFINED. GENERAL NOTES SCWD/GL SCWDIGL BUILDING DOOR ELEVATIONS 1 /4" = 1'-0" 45 MIN RATED GLASS HMIGL AL=ALUMINUM STOREFRONT I BUILDING DOOR SCHEDULE DOOR# ROOM NAME LEAF FRAME FIRE HARDWARE KEYNOTES SIZE(WxH) TYPE MATL FIN. LITE MAIL FIN. RELITE RAT'G GRP PANIC CLOSR SHGC VT U-VALUE ST1-B STAIR 1 BASEMENT T-0" X T-V F HM PTD HM PTD 90 MIN X B101 BIKE STORAGE T-0" X T-V F HM PTD HM PTD 60 MIN X B103 STORAGE Y-0"XT-0" F HM PTD HM PTD 60 MIN X B104 ELEVATOR LOBBY T-0"XT-V F HM PTD HM PTD 60 MIN X B104A STORAGE ROOM Y-V'XT-W F HM PTD HM PTD 60 MIN X B105 ELEVATOR MECH T4rXT-W F HM PTD HM PTD 1 90 MIN X B107 SPRINKLER RISER ROOM T-6"XTA" F HM PTD HM PTD I X STi-1 STAIR 1 FIRST FLOOR T4rXT-0" F HM PTD HM PTD 90 MIN X 101 SOUTHEAST RETAIL 101 ENTRY (2) T-O" X 7'-0" AL AL PTD AL PTD X X STOREFRONT- SEE WINDOW SCHEDULE-A10.03 101A SOUTHEAST RETAIL GARAGE DOOR 12'-8" X V-11" OHSD HM PTD HM PTD ALL GLASS PANELS 1 UT T IL G R X- S H M PT L S P S 101C SOUTHEAST RETAIL 101A ENTRY (2)T-0"XT-O" AL AL PTD AL PTD X X STOREFRONT -SEE WINDOW SCHEDULE -At0.03 101D SOUTHEAST RETAIL GARAGE ENTRY I T-TXT-0" HM HM I PTD HM PTD X 101E SOUTHWEST RETAIL GARAGE ENTRY I T-0"X7'-0" HM HM PTD HM PTD ALI X A 0 104 EXIT PASSAGEWAY 2 3'-0" X 8'-0" HM HM PTD HM PTD 90 MIN X PROVIDE MAGNETIC HOLD OPEN 105 CORRIDOR 105 GARAGE ENTRY T-0" X 7'4' HM HM PTD HM PTD 60 MIN X TESTED TO ASTM E 119 OR UL 263 106 WEST RETAIL SW ENTRY (2)3'-6" X 6.0" AL AL PTD AL PTD X STOREFRONT- SEE WINDOW SCHEDULE - A10.03 106E WEST RETAIL NW EXIT T-0" X 8'-0" AL AL PTD AL PTD X STOREFRONT- SEE WINDOW SCHEDULE - Al0.03 106C WEST RETAIL GARAGE ENTRY 3'-0" X T-0" HM HM PTD HM PTD 60 MIN X 60 MIN RATED GLASS (FIRELITE OR EQUAL) TESTED TO ASTM E 119 OR UL 263 107 RESIDENTIAL IRETAIL TRASH T-TX7'-0" F HM PTD HM PTD 60 MIN X 107A RESIDENTIAL IRETAIL TRASH IV-01XV41 OHSD HM PTD HM PTD 108 PHASE POST OFFICE TRASH 1014"XS'-0" OHSD HM PTD HM PTD 109 ELECTRICAL T-01XT-0" F HM PTD HM PTD 120MIN X X 19 ELECTRICAL 3'-0"X7'-0" F HM PTD HM PTD 180MIN A X X STAIR I SECOND FLOOR 3'-0"X7'-0" F HM PTD HM PTD 90 MIN X ST1.3 STAIR 1 THIRD FLOOR T-WXT-0° I F HM PTD HM PTD 90 MIN X SCHEDULES = 1'-0" LEAF WIDTH "6 SAFETY GLASS VISION PANEL N / (100 SQ. INCHES �� OR LESS) LL J � L = LIGHT F = FLUSH GLAZED PANELS AT SE RETAIL T 1T =I F=K==�=E= I T L= K= K= li:=� OHSD = OVERHEAD SECTIONAL REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION PLANS EXAMINER DATEDL� HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned .has provided building enclosuredocuments that in my professional judgment are appropriate to satisfy the requirements of-RCW64.55.005 through 64.55-den. 0.YA DALE Rfl19CN 4/22/16 PERMIT SET Z!�,8/18/16 PERMIT REVISIONS ,!�,11/14/16 PERMIT REVISIONS 02/22/17 CONFORMED SET Q 11 /21 /17 CA REVISION ,&3/15/18 ASI-004 P-CT WE - SIB PRPECT MN- SB PRUECT MCHNECf SB PRDLCT iEAN MEMBER DT CNECN 8117 REGISTERED ARCHI T SCOTT A. B R STATE OF WASHINGTON P,)?:1V05�G'H APR 10 2013 BUILDING OOW!RTh'Er77 CRYOF cO.'-OP,_S "nE DOOR SCHEDULE P AfCT Nm 14001.00 FEBRUARY 22, 2017 PRD.ECT NEmTMR P- A10.01 CONFORMED SET PHASE 1 BUILDING DOOR SCHEDULE 1. ALL UNIT ENTRY DOORS SHALL HAVE A 20 MIN SMOKE AND DRAFT ASSEMBLY, A U.L. APPROVED SELF -CLOSER, MAXIMUM 450 ENDPOINT RATING, MIN.1/2" THROUGH VIEWPORT. DOORS SHALL HAVE A MIN. 28 STC RATING. 2. ALL RATED DOORS SHALL HAVE IBC APPROVED JAMBS AND SHALL BEAR A U.L. WITH APPROPRIATE RATINGS INDICATED. 3. ALL DOOR GLASS SHALL BE TEMPERED SAFETY GLASS MEETING FEDERAL GLAZING STANDARDS. 4. INTERIOR DOORS FROM HABITABLE SPACES SHALL BE UNDERCUT 314" TO PROVIDE FRESH AIR CIRCULATION BETWEEN SPACES IN UNITS. 5. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 6. DOOR THRESHOLDS MUST NOT EXCEED 1/2" IN HEIGHT PER ICC ANSI At 17.1 SECTION 404.2.4. 7. MAXIMUM DIMENSION OF GLAZING IN FIRE DOORS SHALL NOT EXCEED 100 SO, IN. WITH A MINIMUM DIMENSION OF 4". 8. ALL DOORS MUST BE OPERABLE BY WRIST OR ARM PRESSURE PER ICC/ANSI Al17.1 SECTION 404.2.6. 9. MAXIMUM DOOR OPENING PRESSURES ARE LIMITED TO 10.0 LBS AT EXTERIOR DOORS AND 5.0 LBS AT INTERIOR DOORS PER ANSI A117.1 SECTION 404.2.8. 10. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR DOORS. 11. U-FACTORS FOR GLAZING AND DOORS SHALL BE DETERMINED, CERTIFIED AND LABELED IN ACCORDANCE WITH NFRC 100 & 200 BY A CERTIFIED INDEPENDENT AGENCY, LICENSED BY THE NATIONAL FENESTRATION COUNCIL (NFRC). 12. ALL DOORS TO BE 13/4" THICK U.N.O. 13. SEE SHEET GO.02 FOR ABBREVIATIONS DEFINED. GENERAL NOTES SCWD /GL SCWD /GL LEAF WIDTH AL = ALUMINUM STOREFRONT F = FLUSH L = LIGHT SOLID MTL PANEL OPEN GRILL TYP TYP VARIES "&i n k y Rl gig tigg- <3< w try` OHSD = OVERHEAD SECTIONAL 2 BUILDING 1 /4" = 1'-0" f OBSERVATION PORT ON RESIDENTIAL UNIT ENTRY DOORS (01) M ONLY. PROVIDE TWO AT aP ACCESSIBLE UNITS. MOUNT Y SECOND AT 44" AFF SAFETY GLASS VISION PANEL (100 SQ. INCHES OR LESS) DOOR# ROOM NAME LEAF FRAME FIRE HARDWARE DETAILS KEYNOTES SIZE (W x H) TYPE MAIL FIN. LITE MAT'L FIN. RELITE RAT'G GRP PANIC CLOSR HEAD JAMB THRESH. SHGC VT U-VALUE ST1-B STAIR 1 T-0" X T-0" F HM PTD HM PTD 90 MIN X ST2-8 STAIR 2 T-0" X T-0" F HM PTD HM PTD 90 MIN X B102 SPRINKLER RISER ROOM Y-T X T-0" F HM PTD HM PTD X B103 ELEVATOR LOBBY V-V X 7'-0" F HM PTD HM PTD X B104 ELEVATOR MACH T-W X T-V F HM PTD HM PTD 90 MIN X B107 GARAGE DOOR 22'-0'XTf STI.1 STAIR 3'-0'XT-0" F HM PTD HM PTD 90 MIN X ST2-1 STAIR 3'-0'XTV F HM PTD HM PTD 90 MIN X ST3.1 STAIR 3'-0'XT4r F HM PTD HM PTD 90 MIN X d 105 STORAGE ROOM V-0"XT4" F HM PTD HM PTD 60 MIN X 106 107 ELECTRICAL UTILITY T-0"X7'-0" I 3'-0"XT-0" F F HM HM PTD PTD HM HM PTD PTD 180MIN 90tk A X X 108 ELEVATOR LOBBY T-T X T4" F HM PTD I HM PTD 45 MIN X 109 CORRIDOR T-17XT-V F HM PTD HM PTD MIN X , 110 UNIT 101 STORAGE T-7XT-0" F HM PTD HM PTD 0 MI X " OVIDE E & DRAFT ASSEMBLY VIDE 2 .SMOKE &DRAFT ASSEMBLY 111 UNIT 102 STORAGE T-V X 7'-T F HM PTD HM PTD 20 MIN X 112 UNIT 103 STORAGE Tor X T-O" F HM PTD HM PTD 20 MIN X VIDE 20 MIN. SMOKE & DRAFT ASSEMBLY 113 GARAGE DOOR 23'-4" X 8'-2" 114 SPRINKLER RISER ROOM (2)T-0" X T-0" F IHM PTD HM PTD X 0 115 POST OFFICE VESTIBULE T-0" X T-0" F HM PTD HM PTD 160MIN 116 117 118 POST OFFICE EXHAUSTSHAFT STORAGE ROOM T-0"X9'-21/2" T-0"XT-0" 3'-0' X T-0" AL F F AL HM HM PTD PTD PTD AL HM HM PTD PTD PTD 90 MIN 60 MIN I;, X p 4 0.65 STOREFRONT SYSTEM 119 POST OFFICE CORRIDOR 4'-0"XT-0" F HM PTD HM PTD T STI.2 STAIR T-0"XT.0" F HM PTD HM PTD MIN 9 IN ST2-2 STAIR 2 1 T-W X 7'-0" F HM PTD HM ST3.2 STAIR 3 T-V XT4T F HM PTD HM P , X 218 RESIDENTIAL LOBBY 2 3'-W X T-W SCWD / GL WD STN WD S X X 219 CORRIDOR T-V X T-0" F HM PTD P 90 MIN `. X 221 ELEVATOR LOBBY 3'-0' X T-0" SCWD / GL WD STN N' . SAy ' I01 70 F 222 MECHANICAL T-0° X T-0" F WD PTD PT 90 MIN X46 H N, Aae 223 TRASH T-0'XT-0" F HM PTD HM PTD 60 MIN X Kt 20! r, -a 223A TRASH 12'-0'XT-0" OHSD HM PTD `; HM TD 225 EXIT PASSAGEWAY 225 T-0"XT-0" F HM PTD HM ° p PTO' P 11- - 20 MIN go MIN X X 225A EXIT PASSAGEWAY 225 T-0" X T-0" T-0"X7 O" M PTD PTD PTD PTD X X X X 226 HALLWAY ST1-3 STAIR 3'-0"X7 0 F H�k'. ST2.3 STAIR 2 3'-0" X T-0' F 90 MIN X 3'-0" X HM ST1 4 STAIR 1 '' 4 ' " HM PTD 90 MIN X ST2-0 STAIR 2 .a;<'? 3'-0" X 7 0 HM HM PTD 90 MIN X UNIT D �I�, D U L E ! S 3�IN. r L FRAME FIRE 1HARDWARE DETAILS KEY NOTES F SIZE (W x H) TYPE MAT'L FIN. LITE MAT'L FIN. RELITE RATG GRP PANIC CLOSR HEAD JAMB THRESH. SHGC VT U-VALUE 01 N I ;° T-0" X 6-T PP SCWD PTD MTL PTD 20 MIN X 0.135 TYPICAL UNIT ENTRY DOOR - PROVIDE 20 MIN, SMOKE & DRAFT ASSEMBLIES AT DOORS SERVING CORRIDORS 01A RES w.. TIAL UNIT 15 T-0' X 6-8" PP HM PTD MTL PTD 90 MIN X UNIT ENTRY DOORS CORRIDOR 225 18 RESI '" TIAL UNITS 101,102 & 103 7-10" X 6'-0" PP HM PTD MTL PTD 20 MIN X BEDROOM EMERGENCY ESCAPE & RESCUE DOOR RE TIAL UNIT 2'-10"X6-8" PP SCWD PTD WD PTD INTERIOR UNIT DOOR TIAL UNIT T-TX6-8" PP SCWD PTD WD PTD INTERIOR UNIT CLOSET DOOR ENTIAL UNIT 2 '-WX6.W PP SCWD PTD WD PTD INTERIOR UN IT CLOSET DOOR 05 ESIDENTIALUNIT 5'-0"X6-8" PP/BP SCWD PTD WD PTD INTERIOR UNIT SLIDING CLOSET DOOR 06 RESIDENTIAL UNIT 22'-TX6-8" PP SCWD PTD WD PTD INTERIOR UNIT CLOSET DOOR 07 RESIDENTIAL UNIT 4'-W X 6-8° PP/ BP SCWD PTD WD PTD INTERIOR UNIT SLIDING CLOSET DOOR 08 RESIDENTIAL UNIT 2'-10"XV4' FGL GLAND PTD WD PTD 0.17 0.38 0.23 EXTERIORTYPE'B' UNIT DECK DOOR 09 RESIDENTIAL UNIT 1'-8" X 6-8" PP SCWD PTD WD PTD INTERIOR UNIT CLOSET DOOR 10 RESIDENTIAL UNIT 3'-0" X 6-8" PP SCWD PTD WD PTD INTERIOR TYPE W UNIT DOOR 11 RESIDENTIAL UNIT 2 3'-0" X 6-8" FGL GLNJD PTD WD PTD 0.17 0.38 0.23 EXTERIOR TYPE W UNIT DECK DOOR 12 RESIDENTIAL UNIT 24' X 64' PP SCWD PTD WD PTD INTERIOR UNIT CLOSET DOOR 13 RESIDENTIAL UNIT 21'-8" X 6'-8" PP SCWD PTD WD PTD INTERIOR UNIT CLOSET DOOR 14 RESIDENTIAL UNIT 1 2 3'-0" X 6'-8" PP SCWD PTD WD PTD INTERIOR UNIT CLOSET DOOR 15 RESIDENTIALLINR 1'-0"X6'-8" PP SCWD PTD WD PTD INTERIOR UNIT CLOSET DOOR 16 RESIDENTIAL UNIT 2'-10" X 6'-8" PP SCWD PTD WD PTD INTERIOR UNIT POCKET DOOR 17 RESIDENTIAL UNIT 2'-0" X 6'-8" 1 PP HM PTD MTL PTD 20 MIN X BEDROOM EMERGENCY ESCAPE & RESCUE @ UNITS 305, 306, 402 & 406 M SCHEDULES 1 /4" = 1'-0" 2 1 2 0 21 I I I 2 2-10' 1 6" 6" I I 1 3 ECI<& SOCIATES,P Eq I� -p aP aP ;P!E[E El 1111 I - °9 -- --- ----- PP=PRESSED PP PP PP PP/BP=PRESSED SC SCIBP FGL = PP PP If FGL PP PP rPp PP PP PANEL TYP PANEL I BI-PASS TYP FULL GLASS LITE 01 C= <= <= C=> <= <= <= <= <= <= <= <= <= <= RESIDENTIAL UNIT DOOR ELEVATIONS HALLER ARCHITECTS LLC 911 Western Avenue Suite 301 Seattle, WA 98104 TEL 206.235.0935 email: boyerscottl@gmail.com PROJECT: New Edmonds Post Office LOCATION: 130 Second Ave N Edmonds, WA PREPARED FOR: Edmonds 2020 LLC WTE RENSIpN 1 /23/14 PERMIT SET ,A4/3/14 PERMIT REVISIONS ZL5/23/14 PERMIT REVISIONS 7/1/14 CONFORM SET Al10/10/14 CA REVISIONS P-T DR- SB PR,Sp-T -1-1PRJo.EBCT rcw NEuazR DT ARo.rtcr 8117 REGISTERED ARCH I T SCOTT A. B STATE OF WASHINGTON RyaE-Ua AUG 19 2016 41 raoe,-FonT.- CITVOFEUMOi 103 PHASE 1 DOOR SCHEDULE PRO.ECT - 10001.00 JULY1,201q. «1�./;v PAC.ECL NEIRYKat PAiM y'�y +✓-" CIATES,PLLC 91EET uuNRm gEC A10.01, 1 /4" = 1'-0" UNIT DOOR SCHEDULE 1. ALL UNIT ENTRY DOORS SHALL HAVE A 20 MIN SMOKE AND DRAFT ASSEMBLY, A U.L. APPROVED SELF -CLOSER, MAXIMUM 450 ENDPOINT RATING, MIN.1/2" THROUGH VIEWPORT. DOORS SHALL HAVE A MIN. 28 STC RATING. 2. ALL RATED DOORS SHALL HAVE IBC APPROVED JAMBS AND SHALL BEAR A U.L. WITH APPROPRIATE RATINGS INDICATED. 3. ALL DOOR GLASS SHALL BE TEMPERED SAFETY GLASS MEETING FEDERAL GLAZING STANDARDS. 4. INTERIOR DOORS FROM HABITABLE SPACES SHALL BE UNDERCUT 3/4" TO PROVIDE FRESH AIR CIRCULATION BETWEEN SPACES IN UNITS. 5. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 6. DOOR THRESHOLDS MUST NOT EXCEED 1/2" IN HEIGHT PER ICC ANSI Al 17.1 SECTION 404.2.4. 7. MAXIMUM DIMENSION OF GLAZING IN FIRE DOORS SHALL NOT EXCEED 100 SQ. IN. WITH A MINIMUM DIMENSION OF 4". 8. ALL DOORS MUST BE OPERABLE BY WRIST OR ARM PRESSURE PER ICC/ANSI At 17.1 SECTION 404.2.6. 9. MAXIMUM DOOR OPENING PRESSURES ARE LIMITED TO 10.0 LBS AT EXTERIOR DOORS AND 5.0 LEIS AT INTERIOR DOORS PER ANSI Al 17.1 SECTION 404.2.8. 10. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR DOORS. 11. U-FACTORS FOR GLAZING AND DOORS SHALL BE DETERMINED, CERTIFIED AND LABELED IN ACCORDANCE WITH NFRC 100 & 200 BY A CERTIFIED INDEPENDENT AGENCY, LICENSED BY THE NATIONAL FENESTRATION COUNCIL (NFRC). 12. ALL DOORS TO BE 13/4" THICK U.N.O. 13. SEE SHEET G0.02 FOR ABBREVIATIONS DEFINED. GENERAL NOTES DOOR# ROOM NAME LEAF FRAME FIRE HARDWARE KEYNOTES SIZE (WxH) TYPE MAIL FIN. LITE MAT'L FIN. RELITE RRAATG GRP PANIC CLOSR SHGC VT U-VALUE 01 RESIDENTIAL UNIT 3'-0" X 6'-8" PP SCWD PTD MTL PTD 10 MIN X 0135 TYPICAL UNIT ENTRY DOOR- PROVIDE 20 MIN. SMOKE & DRAFT ASSEMBLIES AT DOORS SERVING CORRIDORS 01A RESIDENTIAL UNITS 214 & 215 3'-0" X 9-8" PP HM PTD MTL PTD 45 MIN X UNITS 201 & 301 ENTRY DOORS p z 02 RESIDENTIAL UNIT Z-10"XV-8" PP SCWD PTD WD PTD INTERIOR UNIT DOOR o at 0 03 RESIDENTIAL UNIT 2'-0"X6-T PP SCWD PTD WD PTD I INTERIOR UNIT CLOSET DOOR c 04 RESIDENTIAL UNIT 22'-0"X6'-8" PP SCWD PTD WD PTD INTERIOR UNIT CLOSET DOOR 05 RESIDENTIAL UNIT 5'-WX6'-T PP/BP SCWD PTD WD PTD INTERIOR UNIT SLIDING CLOS ET DOOR z N o 06 RESIDENTIAL UNIT 2 '-6" X 6'-8" PP SCWD PTD WD PTD INTERIOR UNIT CLOSET DOOR - " 07 RESIDENTIAL UNIT 4'-0'X6-8" PP/BP SCWD PTD WD PTD INTERIOR UN IT SLIDIN G CLOS ET DOOR w 08 RESIDENTIAL UNIT 2 T-VX6'-8" FGL GUWD PTD WD PTD 0.17 0.38 0.23 SO 08A RESIDENTIAL UNIT 2 3'-0"XV-10" FGL GUWD PTD WD PTD 1 0.17 0.38 023 ALIGN W/BRICK COURSING 08B RESIDENTIAL UNIT 3'-0"X6'-8" FGL GUWD PTD WD PTD 0.17 0.38 0.23 o¢z OSC RESIDENTIAL UNIT 2 3'-0"X6'-8" FGL GLNJD PTD WD PTD 0.17 0.38 0.23 ¢ 08D RESIDENTIAL UNIT 2 T-VX6-0" FGL GLIWD PTD WD PTD 0.17 0.38 0.23 08E RESIDENTIAL UNIT 2 3'-0"XV-10" FGL GUWD PTD WD PTD 0.17 0.38 0.23 SLIDERDOOR- ALIGNW/BRICK COURSING 08F RESIDENTIAL UNIT 2 T-0'X6'-8" FGL GUWD PTD WD PTD 0.17 0.38 023 SLIDER DOOR 09 RESIDENTIAL UNIT 1'-8"X6'-T PP SCWD PTD WD PTD INTERIOR UNIT CLOSET DOOR Z 10 RESIDENTIAL UNIT T-0" X 6'-8" PP SCWD PTD WD PTD INTERIOR TYPE W UNIT DOOR 0..0 0 12 RESIDENTIAL UNIT 2-4"X6'-8" PP SCWD PTD WD PTD INTERIOR UNIT CLOSET DOOR o cQi 13 RESIDENTIAL UNIT 21'-8" X 6'-8" PP SCWD PTD WD PTD INTERIOR UNIT CLOSET DOOR 0 ¢ 0 14 RESIDENTIAL UNIT 2 3'-O" X 6'-8" PP SCWD PTD WD PTD INTERIOR UNIT CLOSET DOOR z w oo 15 RESIDENTIAL UNIT 114,X6'-8" PP SCWD PTD WD PTD INTERIOR UNIT CLOSET DOOR - - 16 RESIDENTIALUNIT 2'-10"X6'-8" PP SCWD PTD WD PTD INTERIOR UNIT POCKET DOOR SCHEDULE 1 /4" = 1'-0" OBSERVATION 3'-0" PORT ON I I 21 I I I I 21 I I I I I I 6" 6° I ' 1I I I 3'•0" 3'-0" I I I RESIDENTIAL EQ. EQ. UNIT ENTRY DOORS (01) ONLY. .`P PROVIDE TWO AT _ _ _ _ ACCESSIBLE 4 f // SUNITS. MOUNT ECOND AT44" lu0 00 U 00 I0 0 Del D� � [ 1 ] � 0 � 00 � o \\ T Ej 0 N � DODO � U Do i c AFF. ------ - -- --- -- -- \ -- --- -- - --- -- -- --- --- PP=PRESSED PP PP PP PIP IBP= PRESSED SC SC/BP PP PP FGL PP PP PP PP PP PANELTYP PANEL I BI-PASS TYP 01 ® 03 04 05 06 07 ® 10 11 12 13 14 15 16 RESIDENTIAL UNIT INTERIOR DOOR ELEVATIONS (SEE UNIT PLANS A8.01-A8.12 FOR LOCATIONS FGL = FULL GLASS LITE OB T-0" 3-0- FGL= FULL GLASS LITE U m � I 3z o Z K � 0 O FGL = FGL = FULL GLASS LITE FULL GLASS LITE 08B OBC T-6" 3'-0° FULL GLASS LITE OBD 3'-0" 3'-0° T-0" 3'-0" m C7 =i 7 l� Q U FGL= FULL GLASS LITE OSE l ----------------------------------------------------- FGL = FULL GLASS LITE 08F RESIDENTIAL UNIT DECK DOOR ELEVATIONS (SEE BUILDING EXTERIOR ELEVATIONS A3.01 & A3.02 FOR LOCATIONS N= 1E011 HALLER ARCHITECTS LLC 12216 Curtiss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided' building enclosure. -documents that in'my professional - judgment,areappropriate to satisfy therequirements of-RCW 64'.55.005 through. �.YRP 5 T.A DAiE PENADN 4/22/16 PERMIT SET PRCLti MRECttM SIB P OrLT M.1HR¢R SB PROACT ARaNecT SB P DTT TEAR RENRER aECN 4S.T'A-T.EOOF REGISTERED ARCHIT T TT A. B R WASH INGTON AUG 262016 Ravi-ed By: BECK & ASSOCIATES, PLLC nnr UNIT DOOR SCHEDULE PRPEGT ND. 14001.00 APRIL 22, 2016 PR6.rGi NFIWDRN PAIN RECEIVED APR 2 5 2016 BUILDING A 1 Orm 0`_,.SET MAY 062016 BECK & ASSOCIATES. PL-C GENERALNOTES: OAA ■ ❑ ❑ o o §E Z b 0 0 0 � io io io io .m z ? m T YiV- ---- ---- ------ ---------------0- ------ ---- AD AE AF AG REQ'D EMERGENCY ESCAPE WINDOW TYP PER IBC 20121029.1-3. T-4" SEE A3.01, A3.02 & A3.12 FOR LOCATIONS. NI 1 N W O cYi r�i o q m o o p o 0 V C c� > � o in - ----- - --- --- --- - ---- AI AJ AK AL VINYL WINDOWS 1 /41' = 11-011 3'-0" EQ u. EQ zo T; cp :n T H ' c o WEST RETAIL. - - - - - - _ - +39.60 SA SB U &-11" 6" 8'-11" EQ EQ EQ EQ EQ EQ EQ 4" T-6" WEST RETAIL _ _ _ +39.60' SH SE RETAIL 42.I U SM STOREFRONT S rn A o: oi r O - (V SI NWRETAILATEN +06, - - RELITES RA & RB: USE TEMPERED SAFETY GLAZING AS INDICATED. OPENING I FIRE PROTECTION REQUIREMENTS PER IBC TABLE 716.5 - CLASSIFICATION FIRE PARTITIONS: CORRIDOR WALLS. PROVIDE AND INSTALL WINDOW SPRINKLER SYSTEM MODEL WS-5.6 K FACTOR SPECIFIC APPLICATION SPRINKLERS, HORIZONTAL SIDEWALL AND PENDANT VERTICAL SIDEWALL. SEE G0.06A FOR DETAILS AND ICC-ES REPORT. WEST RETAIL GARAGE ENTRY Q0- ---------- NOTE: PER IBC 20121013.7: AT ALL WINDOWS WHERE THE CLEAR OPENING IS WITHIN 36" ABOVE FINISHED FLOOR & WHERE THE SILLS ARE MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, PROVIDE WINDOW OPENING LIMITERS TO LIMIT OPENING TO LESS THAN 4". AT EMERGENCY ESCAPE WINDOWS, PROVIDE WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 PER IBC 2012 1013.8.1. SEE 311 FOR DEVICE AT DOUBLE HUNG WINDOW (SLIDER SIM) ------------------- 3 EQ EQ a T N - - - - - - - - - - - - - - - - - SE SF SG 71 All , R'_7" r6" W.7" U 1 FOR DETAILS, REFER TO DETAIL COLUMNS BELOW & KEYS ON THE GRAPHIC WINDOW TYPES 2 KEY: AL- ALUMINUM; VL- VINYL; WD- WOOD; GL- GLAZING; SF -STOREFRONT FAW - FIXED ALUMINUM WINDOW OVW - OPERABLE VINYL WINDOW; FVW - FIXED VINYL WINDOW; FWW - FIXED WOOD WINDOW 3 GLAZING KEY: GL1 (GLAZING TYPE ONLY- E.G. INSULATED, WIRE, LAM, ETCL) 4 FINISH KEY PTD = COLOR TBD 5 T DENOTES SAFETY GLAZING 6 ALL EAST AND WEST FACING FIBERGLASS WINDOWS TO HAVE TRICKLE VENTILATORS 7 WINDOW SIZES LISTED ARE TO ROUGH OPENING; MANUFACTURER TO DETERMINE TOLERANCE & VERIFY WITH DETAIL NOTES COLUMN (REFER TO BELOW): 1 PROVIDE EXTENDED WINDOW CRANK OPERATORS 2 NOT USED 3 PROVIDE SCREENS ATALL OPERABLE WINDOWS 4 PROVIDE LOCKING STOPS AT ALL OPERABLE WINDOWS MARK SIZE (WxH) TYPE MATL FIN GLAZ'G HEAD JAMB SILL SHGC VT U-VALUE NOTES AA 5'-0" X 4'-6" OVW VL GL-1 0.24 0.41 0.19 3A AC 2'-6"XV-6" OVW L GL-1 0.24 0.41 0.19 34 AD 2'-0°X4'-6" OVW VL GL-1 0.24 0.41 0.19 34 AE 2'•0" X 4' 6" OVW VL GL-1 0.24 0.41 0.19 3,4 AF 3'-6"X4'-8" FVW VL GL-i 0.24 0.41 0.19 AG 2'-8'X4'4' OVW L GL-1 0.24 0.41 0.19 RROWSWINGS - SEE ELEV AI 2'-8"X4'-B" OVW VL GL-1 0.24 0.41 1 0,19 3A,MIRROWSWINGS - SEE ELEV AJ 7-B"X4'-7" OVW VL 0.24 0.41 0.19 3A,MIRROWSWINGS- SEE ELEV AK 2'-11" 6" VW VL 0.24 0A1 0.19 3,4 AL 5'-0" X4'-0" OVW VL 0.24 0.41 0.19 3,4,ISTEEL WINDOW WIFUSIBLE LINK (;@UNIT308 ) AM 7'-4"XVARIES FVW VL EGL-1 0.29 0.50 0.18 ARCHED-ALIGNWDOORBELOW AN T4"XVARIES FVW VL 0.29 0.50 0.18 ARCHED-ALIGNW/OPPOSITE SA 6'-8"X8'-9114"/it'-7" SF AL PTD 0.34 0.62 0.37 SB 6-8" X 8-9114" SF AL PTD GLA 0.34 0.62 0.37 SC 6-0"X7'-51/4"11'-8" SF AL PTD GL-1 0.34 0.62 0.37 SD V-8"X7'5114"11'-8" SF AL PTD GL-1 0.34 0.62 0.37 BE S-O" X 7'-51/4"W-B" SF AL PTD GL-1 6.34 0.62 0.37 SF I 6'-8" X T-51/4"/1'-8" SF AL PTD GL-1 0.34 0.62 0.37 SG I T-W X 7'-51/49'-8" SF AL PTD GL-1 0.34 0.62 0.65 SH 8-0" X 7'-5114"l1'-8" SF AL PTD GL-1 0.34 0.62 0.65 SI 3'-S"X7'-511471'-8" SF AL PTD GL-1 0.34 0.62 0.37 SJ 11'4"X7'-4112"I(2)1'-8" SF AL I PTD GL-1 1 0.34 0.62 0.37 SK T-0'XT51/4'11'-8" SF AL PTD GL-1 0.34 1 0.62 0.37 SL 6'-0"XT51/4"11'4 SF AL PTD GL-1 0.34 0.62 0.37 SM 12'-81/4"XS-33471'-8" SF AL PTD GL-1 0.34 0.62 0.37 SN 9'-0112" X 6-3 3l471'4' SF AL PTD GL-1 0.34 0.62 0.37 RA 6'-6" X 6-11 1/2" SF AL PTD GL-1 0.34 0.62 0.37 RB 12'-8" X 6-11 112" SF AL PTD GL-1 0.34 0.62 0.37 11, EQ U, EQ IL EQ IL EQ to T` o" RB Andersen t` ro 2 r x�v: (R7'977.83 Q90 WINDOW PATIO DOOR - SUPPLIES LEARN �~MYACCOUNT 22 ~OltaVi-C'r �yirw can -! ANDERSEW PREMIUM TRUSCENE''INSECT SCREENS at% OFF for a Limited Time, Shop Now 0 7tustarra" C"rc rmall" Sl e Double Hung Windows - - ,�` Double Hung Window Opening Control Device x t 3 ?'. Part Number: 9021976 The Andersen®double-hung window opening control device kit includes a right and left-hand device. The devices are installed Returns Information on both sides of the sash and limit the opening of the venting sash to less than four Inches when the sash is first opened. Release of the device allows the sash to be further opened for - full sash ventilation and/or emergency escape and rescue The 1 h `f�i`�1ti opening control devices are automatically reset once the sash is Email to a Fnend returned to its fully closed position. .... ....... f The double -hung opening control devices meet requirements of ASTM F2090-08 and ASTM F2090-10 for Window Fall Average Ratl rig Prevention Devices With Emergency Escape and •5„{, 1-r Y, S=,'O.o art of e 1 } � Click image to enlarge Release Mechanisms Always check with your local code official - - -- i f x u Double -Hung Window Opening Control for all local code requirements and to determine if the minimum Be the first to wntea Device. Stone Color window sill height code has been adopted In your area and to review for this item. r{# determine If this device is accepted as an alternative to the -- -- --- ---' minimum sill height requirement. Children are naturally curious and often want to explore what is on the other side of a window. 1 As an Industry leader in window safety, we created the Look Out For Kids® program In 1992 4i s to teach both kids and adults the basics of window and patio door safety. SAMPLE WINDOW OPENING CONTROL DEVICE N.T.S. P-MOU123 AUG 19 2n16 �cr�1Y' OGFEOMON0r HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmaii.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main StreOfl Edmonds, WA 9k20 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure documents that in: myprofessional judgment areappropriate to satisfy the requirements of RCW 64.55..005 -through. 64.55 r090. trr xw 1 i 1 1 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS S PRocc, races �, SB PRgFCi NMUGiR { SEI PRasm ma sc, ( , PSB IEMA MEMBER DT rawrtcr sE 81 REGISTERED ' ARCHIT T i, , SCOT A. B R STATE OF WASHINGTON N , Rev.eBECWI SCHEDULE P 14001.00 APRIL 22, 2016 wear xE,xmt .-. ra1G 2G2p16 • Ill vEvv SET w - s-- 1 /4" = 11-0" GENERAL NOTES: HALLER ARCHITECTS LLC or it El m0 z 22 - cv �o q N N (V Q u N cV CV - --I -- - ---- ---- -- ---- -- ---- - -- AC 0- AD AE AF 0 AO AG REQ'D EMERGENCY ESCAPE WINDOW TYP PER IBC 20121029.1-3. 74" SEE A3.01, A3.02 & A3.12 FOR LOCATIONS. 4 N Y W � O Qm0 o0 0 Zw ;� �w � AI AJ AK VINYL WINDOWS 1 /4" = 114' WEST RETAIL _ -I39.60' F-3 5/8" I. 3'-0" i EQ EQ oao a o; I T T------ O 5'•0" EQ EQ to ao � N io N 4 - - - - - - M S6O $G 8'-91/2" 8'-91/2" - EQ EQ EQ EQ EQ EQ M M WEST RETAIL _ +39.60' — — — — — — -------------- — — — — — SH SI NW RETAIL AT ENT —$ +39 0V — SE RETAIL �+a2-10 SM STOREFRONT 1 /4" = 1'-0" u , . ATE., 1RT1 r,.. In MATCH IYP O W/ BRICK COURSING REQ'D EMERGENCY ESCAPE WINDOW TYP PER IBC 20121029.1-3. SEE A3.01, A3.02 & A3.12 FOR LOCATIONS. NOTE: PER IBC 20121013.7: AT ALL WINDOWS WHERE THE CLEAR OPENING IS WITHIN 36" ABOVE FINISHED FLOOR & WHERE THE SILLS ARE MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW, PROVIDE WINDOW OPENING LIMITERS TO LIMIT OPENING TO LESS THAN 4". AT EMERGENCY ESCAPE WINDOWS, PROVIDE WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 PER IBC 2012 1013.8.1. SEE 3/A10.02 FOR DEVICE AT DOUBLE HUNG WINDOW (SLIDER SIM) ------------------- V-71 V-8" k64' 1'•8" 3'-0" EQ EQ Qti m SE SF SG a0 v v v v v v RELITE RB - OPENING / FIRE PROTECTIO REQUIREMENTS PER IBC TABLE 716.5 - CLASSIFICATION FIRE PARTITIONS: CORRIDOR WALLS. PROVIDE AND INSTALL WINDOW SPRINKLER SYSTEM MODEL WS-5.6 K FACTOR SPECIFIC APPLICATION SPRINKLERS, HORIZONTA SIDEWALL AND PENDANT VERTICAL SIDEWALL. SEE G0.06A FOR DETAILS A ICC-ES REPORT. RELITE RA - NON RATED T SE & WEST RETAIL GARAGE ENTRY _ -- ---- ---- +39.60' RB T = TEMPERED GLAZING 2 KEY: AL -ALUMINUM; VL -VINYL; WD -WOOD; GL -GLAZING; SF -STOREFRONT FAW - FIXED ALUMINUM WINDOW OVW -OPERABLE VINYL WINDOW; FVW - FIXED VINYL WINDOW; FWW -FIXED WOOD WINDOW 3 GLAZING KEY: GL1 (GLAZING TYPE ONLY- E.G. INSULATED, WIRE, LAM, ETCL) 4 FINISH KEY PTO = COLOR TBD 5 'T DENOTES SAFETY GLAZING 6 ALL EAST AND WEST FACING FIBERGLASS WINDOWS TO HAVE TRICKLE VENTILATORS 7 WINDOW SIZES LISTED ARE TO ROUGH OPENING; MANUFACTURER TO DETERMINE TOLERANCE & VERIFY WITH DETAIL NOTES COLUMN (REFER TO BELOW): 1 PROVIDE EXTENDED WINDOW CRANK OPERATORS 2 NOT USED 3 PROVIDE SCREENS AT ALL OPERABLE WINDOWS 4 PROVIDE LOCKING STOPS AT ALL OPERABLE WINDOWS I MARK I SIZE(WxH) I TYPE IMAT'LI FIN IGLATGI HEAD JAMB SILL I SHGC I VT I U-VALUE I NOTES 11 IALl 308 Andersen.ti'"' ry C�i ` BN Itlh31 �i91 HE ) A A WINDO✓J PATID DOOR SUPPLIESMY LEARN ' S OU Oliems 000 ANDER�SEN�`��PRE it}P I'TRUut ([ -Ti 1qS _ ;0 � 1hb 1esm 259 F of 3 IV##T11 J N ��N�IH�� ill r�,s'f�>4 WnvenUanal l Do"ble-Nuna W nd-, I REVYSED PLAN APPROVED CITY OF EDMONDS DUnDING DIVISION PLANS EXAMINER 114 DATE /'� 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmaiLcom PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC The undersigned has provided building enclosure --documents that in my professional judgment. ace appropriate to satisfy the requirements of RCN 64.55.005 through 64,5.5.090, 1 BALE RM9"N 4/22/16 PERMIT SET ,&8/18/16 PERMIT REVISIONS 011/14/16 PERMIT REVISIONS ,&2/22/17 CONFORMED SET 011 /21 /17 CA REVISION &3/15/18 ASI-004 PR0. r BIR- SB PR0.FCr NAN"CFA SB SB PRB.Em IENA MEMBER DT IAnBRFFT 48117 REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON 14 10 2018 QUILDING DEPARTMENT CITYOF EDIVIONDS WINDOW SCHEDULE PRO.eCr N". 14001.00 FEBRUARY 22, 2017 PR6ECi NEMbRR PAm S4fET NUNBFR A10.03 CONFORMED SET EDMONDS 2020 LLG EDMONDS MIXED -USE BUILDING SHEET NUMBER SHEET TITLE SHI.O-I.I COVER $ SHORING MOTES 5H2.0 2.1 SHORING PLA145 5H3.0-3.3 SHORING ELEVATIONS SH3.A PILE AND ANCHOR SCHEDULES 5H4.0-4.1 GROSS -SECTIONS AND DESIGN DIAGRAMS SH5.0-5.3 DETAILS VICINITY MAP 201 MAIN STREET, EDMONDS, WASHINGTON TEMPORARY SHORING WALL PLANS SHORING MALL NOTES: GENERAL: THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING DIMENSIONS AND SITE CONDITIONS. THE 6ENERAL CONTRACTOR 15 RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS OF ALL EXI5TIN6 UTILITIE5 SHOWN ON THE PLANS AND THOSE UTILITIES OR UNDERGROUND OBSTRUCTIONS NOT SHOWN ON THE PLANS. THE 6ENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL ABANDONED UTILITIES, OR OTHER UNDERGROUND OBSTRUCTIONS THAT INTERFERE WITH THE NEW CONSTRUCTION. THE GENERAL CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR THE CONSTRUCTION PROCESS AND THE SAFETY OF THE WORKERS. THIS INCLUDES BUT IS NOT LIMITED TO, THE CONSTRUCTION SEQUENCE, TEMPORARY HANDRAILS, EXCAVATION ACCESS, AND BARRIERS. IT AL50 INCLUDES LIFTING OF MATERIALS AND CONSTRUCTION EQUIPMENT INTO AND OUT OF THE EXCAVATION, TEMPORARY BRACING OF SINGLE -SIDED FORMWORK, TEMPORARY SHORING OF EXCAVATIONS, AND STABILITY OF ALL TEMPORARY GUT SLOPES. THE GENERAL CONTRACTOR SHALL SELECT SPECIAL INSPECTORS IN ACCORDANCE WITH SECTION 1.1 OF THE SHORING SPECIFICATIONS. STRUCTURAL SPECIAL INSPECTION 15 NOT REQUIRED FOR THIS PROJECT. EXISTING, UTILITIES SHALL BE POTHOLED TO HAVE THEIR LOCATIONS CONFIRMED BEFORE INSTALLIN6 SHORING. A VIDEO SURVEY OF SEWER MAIN(5) SHALL BE PERFORMED BEFORE CONSTRUCTION. 5EWER FLOWS SHALL BE MONITORING DURING CONSTRUCTION TO VERIFY THAT NO INTRUSION INTO THE SEWER(5) BY SHORING ELEMENTS HAS OCCURRED. REFERENCE DATA ALL EXISTING SITE DATA, EXI5TIN6 AND PROPOSED TOPOGRAPHICAL DATA, AND EXISTING AND PROPOSED UTILITY DATA; AND PROPOSED 5HORIN6 WALL LOCATIONS ARE BASED ON: • "LEVEL PI FOUNDATION PLAN", DATED MARCH 10,.2016, BY DGI EN&INEER5. • "FP-1 PHASE 2.DW6", "FP-B PHASE 2.DW6", FILES DATED MARCH i, 2016, BY HALLER ARCHITECTS. • TOPOGRAPHIC SURVEY, NEW EDMONDS POST OFFICE", DATED AUGUST 12,2015, BY WHITE SEAL, INC. BUILDING CODES. DESIGN MANUALS. AND SPECIFICATIONS: 2012 INTERNATIONAL BUILDING CODE 1996 FHWA SUMMARY REPORT OF RESEARCH ON PERMANENT &ROUND ANCHOR WALLS 6EOTECHNICAL EN&INEERIN6 CIRCULAR NO. 4, "GROUND ANCHORS AND ANCHORED SYSTEMS", FHWA, DATED JUNE 1999 DESIGN LIVE LOADS: TRAFFIC/CONSTRICTION SURCHARGE = 250 PSF. SIGN CALCULATIONS THE SOLDIER PILE SHORING MALL DESIGN CALCULATIONS ARE CONTAINED IN THE REPORT TITLED: "DE516N MEMORANDUM, EDMONDS MIXED -USE BUILDING (PROJECT NO. I b 26)", PREPARED BY GROUND SUPPORT PLLC FOR EDMONDS 2020 LLC, DATED MARCH 15,2016. RFAGE DES16N ALL SUBSURFACE DEV(SK PARAMETERS USED IN THE SHORING DESIGN ARE BASED ON THE SUBSURFACE CHARACTERIZATION PRESENTED IN THE REPORT "6EOTEGHNICAL ENGINEERING REPORT, EDMONDS POST OFFICE, EDMONDS, WASHINSTON", PREPARED BY ROBINSON NOBLE, DATED FEBRUARY=,2011. THE SHORING DESIGN PARAMETERS AND EARTH PRESSURE DIAGRAMS ARE PRESENTED ON THE PLANS. SEISMIC DE516N PARAMETERS: NOT APPLICABLE. coxTROLLED-DExsITY-FLL (ODF): ALL CONTROLLED -DENSITY -FILL (GDP) SHALL HAVE A MINIMUM OF IS SACKS (141 LB) OF CEMENT FER CUBIC YARD OF CONCRETE. TYPE I, 11, OR III PORTLAND CEMENT CONFORMING TO ASTM 0150 / AA5HTO M55 SHALL BE USED FOR GDF. SLUMP FOR ALL CONCRETE SHALL NOT BE LESS THAN 5 INCHES AND NO GREATER THAN 9 INCHES. ADMIXTURES 514ALL CONFORM TO THE REQUIREMENTS OF ASTM 0494 / AASHTO M194, SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, AND SHALL BE APPROVED BY THE ENGINEER. A66REGATES SHALL CONFORM To THE REQUIREMENTS OF ASTM 053 / AA5HTO Mb FOR FINE A6GRE&ATE5 AND AA5HTO M60, GLASS B FOR COARSE A66RESATE5. TIMBER LA(S& N& ALL LA661N6 BOARDS SHALL BE PRESSURE -TREATED, IN 600D CONDITION, AND SHALL BE HEM -FIR NO-2 OR BETTER, WITH AN ALLOWABLE FLEXURAL STRESS FB=IO2O P51 (4-INCH LA6&IN6) (WHICH INCLUDES ALL APPLICABLE FLAT -USE AND SIZE FACTORS). ALL LAGGING BOARDS SHALL BE PRESSURE -TREATED IN ACCORDANCE WITH AAPA STANDARD UI-05 (FOR END USE CLASSIFICATION U04), TO A MINIMUM RETENTION OF OAO PCF, USING THE GGA PROCESS (COMMERCIAL PRODUCT NAME OSMOSE OR APPROVED EQUAL). ALTERNATIVE TREATMENT PROCESSES MAY BE SUBMITTED TO &ROUND SUPPORT PLLC FOR APPROVAL. STRUCTURAL �TEEL: _ ALL STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A992 OY-50 KSI (MIN), AND PLATES SHALL CONFORM TO A5TM A36, UNLESS SHOWN OTHERWISE ON THE PLANS, OR APPROVED OTHERWISE BY THE ENGINEER. STRUCTURAL WELDING: MINIMUM WELD SIZE 1/4 INCH CONTINUOUS FILLET. MINIMUM WELD LENGTH2 INGHE5. ALL WELDING TO CONFORM TO AWS DI.I. USE BTOXX ELECTRODES. SHORING ELEMENT LAYOUT: LAYOUT OF SHORIN6 ELEMENTS PERPENDICULAR TO THE BUILDING WALLS SHALL BE BASED ON THE ARCHITECTURAL PLANS TAKING INTO ACCOUNT PERTINENT BUILDING ELEMENTS WATERPROOFING) NOT SHOWN ON THESE PLANS. WATERPROOF THE SHORIN6 SYSTEM 15 TEMPORARY IN NATURE, 15 CONSTRUCTED EXTERNAL TO THE BUILDIN6 ENVELOPE OF THE PERMANENT STRUCTURE, AND SHOULD NOT BE CONSTRUED A5 CONTRIBUTING ANY LONG-TERM UTILITY TO THE PERMANENT STRUCTURE. THI5 INCLUDES ISSUES RELATING TO DRAINAGE/WATER-PROOFIN6 OF THE PERMANENT BASEMENT AALL5. IF THE 5TRUCTURAL ENGINEER INTENDS TO INCORPORATE ANY ELEMENTS OF THE SHORING SYSTEM INTO THE PERMANENT BUILDING DESIGN (INCLUDING DRAINA6E/WATER-PROOFIN6 COMPONENTS), HE SHOULD INDEPENDENTLY EVALUATE THEIR UTILITY FOR INCLUSION AS PART OF THE PERMANENT DESIGN. ED SOLDIER PI THE MINIMUM REQUIRED 5TRUG7URAL STEEL SHAPES FOR THE SOLDIER PILES ARE INDICATED IN THE SCHEDULES. ALTERNATIVE STEEL SECTIONS MAY BE USED PROVIDED THAT THE GROSS -SECTIONAL AREA AND SECTION MODULUS OF EACH ALTERNATIVE STEEL SECTION ARE EQUAL TO OR GREATER THAN THE CROSS -SECTIONAL AREA AND SECTION MODULUS OF THE CORRESPONDING, STEEL SECTION 5HOWN ON THE PLANS. SHAFTS SHALL BE CONSTRUCTED 50 THAT THE CENTER AT THE TOP OF THE SHAFT 15 WITHIN +/- 3 INGHE5 OF THE PLAN LOCATION. SHAFT FLUMBNE59 MAY VARY UP TO I PERCENT OF PILE LENGTH. THE STEEL SOLDIER PILES SHALL BE PLACED 50 THAT THE CENTER LINE OF THE PILE IS WITHIN +/- I INCH OF THE PLAN LOCATION. THE STEEL SOLDIER PILE SHALL BE PLUMB CONSISTENT WITH MAXIMUM DEVIATION INTO/OUT-OF THE EXCAVATION AS DEFINED BY THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR. THE TOP ELEVATION OF THE STEEL SOLDIER PILE SHALL BE WITHIN +/- 3 INCHES OF THE PLAN ELEVATION. =1aU 1.3 AUG 19 2016 REVIEWED `maom lm ocT 002016 CRTY COPY Reviewed By: BECK & ASSOCIATES, PLLC T Q w �0 Z Z 2 � 0 ,,_^^ IQfi V, 06 I.V 0w �0 1"' PROJ. NO. 1626 SHEET NUMBER SH1.0 AUG 262016 BECK & ASSOCIATES, PLLC SHAFTS SHALL BE EXCAVATED To THE REQUIRED DEPTH AS SHOWN ON THE PLANS. THE EXCAVATION SHALL BE COMPLETED IN A CONTINUOUS OPERATION USING EQUIPMENT CAPABLE OF EXCAVATING THROUGH THE TYPE OF MATERIAL EXPECTED TO BE ENCOUNTERED. IF THE SHAFT EXCAVATION 15 STOPPED WITH THE APPROVAL OF THE ENGINEER, THE SHAFT SHALL BE SECURED BY INSTALLATION OF A SAFETY COVER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE 5AFETY OF THE SHAFT AND SURROUNDING SOIL AND THE STABILITY OF THE SIDE WALLS. A TEMPORARY CASING SHOULD BE USED IF NECESSARY TO ENSURE SUCH SAFETY AND STABILITY. WHERE CAVING CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL SELECT A METHOD TO PREVENT GROUND MOVEMENT. THE CONTRACTOR MAY ELECT TO PLACE A TEMPORARY CASING. THE CONTRACTOR SHALL USE APPROPRIATE MEANS (SUCH AS A CLEANCUT BUCKET), TO CLEAN THE BOTTOM OF THE EXCAVATION SUCH THAT NO MORE THAN-2 INCHES OF LOOSE OR DISTURBED MATERIAL IS PRESENT. UNLESS SHOWN OTHERWISE ON THE PLANS, EXCAVATION OF SHAFTS SHALL NOT COMMENCE UNTIL A MINIMUM OF 12 HOURS AFTER THE CDF FOR THE ADJACENT SHAFTS HAS BEEN PLACED. TEMPORARY CASINGS FOR THE SHAFTS SHALL BE REMOVED. A MINIMUM 5 FOOT HEAD OF CONCRETE MUST BE MAINTAINED TO BALANCE THE SOIL AND WATER PRESSURE AT THE BOTTOM OF THE CASING DURING REMOVAL. THE CASING SHALL BE SMOOTH. SHAFT ODF SHALL BE PLACED AS 5HOWN ON THE PLANS. SHAFT CDF SHALL BE PLACED IN ONE CONTINUOUS OPERATION TO THE TOP OF THE SHAFT. IF WATER IS NOT PRESENT, THE ODF SHALL BE DEPOSITED BY A METHOD AHICH PREVENTS A&GRE&ATE SEGREGATION. IF WATER 15 PRESENT, THE CDF SHALL BE DEPOSITED BY TREMIE PLACEMENT METHODS REMOVABLE SOLDIER PILE BEAM TOES: IF USED, REMOVABLE SOLDIER PILE BEAM TOPS NOT TO BE USED IN AREAS OF HEAVY CONSTRUCTION LOADING. GENERAL CONTRACTOR TO COORDINATE LOGISTICS PLAN WITH SHORING ENGINEER PRIOR TO BESINNIN6 INSTALLATION OF SHORING. 6 ALL SOLDIER PILES SITUATED WITHIN FOUR (4) VERTICAL FEET OR LESS OF THE ESTABLISHED GRADE IN CITY OF EDMONDS RI6HT-OF-WAY SHALL BE REMOVED AT OR PRIOR TO COMPLETION OF CONSTRUCTION OF A PROJECT POP WHICH AN EXCAVATION OR FILL PERMIT AAS GRANTED. AS -BUILT DOCUMENTS: AS -BUILT DOCUMENTS SHALL BE SUBMITTED TO THE CITY OF EDMONDS UPON COMPLETION OF THE SHORING INSTALLATION. EXCAVATION. LA661146. BACKFILL, AND ANCHOR STRESSING: THE CONTRACTOR SHALL EXCAVATE THE WALL FACE AND INSTALL LA661N6 IN SUCH A MANNER AS TO MAINTAIN A SAFE AORK PLACE AND AVOID EXCESSIVE SLOUGHING AND OVERBREAK. AS A MINIMUM, PRIOR TO PLACING THE SUBSEQUENT SET OF TIMBER LAG61N6, DO NOT EXCAVATE MORE THAN 4 FEET BELOA THE CURRENT DEPTH OF LA66ED HALL PAGE. IF FACE STABILITY CONDITIONS REQUIRE, THIS HE16HT MUST BE REDUCED. DO NOT EXCAVATE TO A DEPTH GREATER THAN 5 FEET BELOW A LEVEL OF ANCHORS PRIOR TO INSTALLATION, TESTING, AND LOOKOFF OF THOSE ANCHORS. LA66IN6 SHALL BE INSTALLED FROM THE TOP OF THE PILE PROGEEDIN6 DOWNWARD. THE TIMBER LAGGING SHALL MAKE DIRECT CONTACT AITH THE SOIL. V0105 BEHIND THE LAGGING SHALL BE FILLED WITH FREE -DRAINING BACKFILL. LEAVE &APB (1/4-INCH TYP) BETWEEN LA661N6 FOR DRAINAGE. CDF MAY BE USED AS SACKFILL IN LOCALIZED AREAS. TEMPORARY GROUND ANCHORS: I. GENERAL: IA. THE CONTRACTOR SHALL SELECT THE INSTALLATION METHOD, THE ANCHOR DIAMETER, AND THE METHOD OF GROUTING, IN ORDER TO DEVELOP THE DESIGN LOADS INDICATED ON THE PLANS, AS VERIFIED IN ACCORDANCE WITH THE ANCHOR TESTING FROSRAM. IB. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER FOR REVIEW AND APPROVAL AORKIN& DRAAIN65 AND A DESIGN SUBMISSION DESCRIBING THE GROUND ANCHOR SYSTEM OR SYSTEMS INTENDED FOR USE. THE WORKIN6 DRAWIN65 AND DESIGN SUBMISSION SHALL BE SUBMITTED 5 DAYS PRIOR TO THE COMMENCEMENT OF THE GROUND ANCHOR WORK. THE WORKIN6 DRAWING AND DESIGN SUBMISSION SHALL INCLUDE THE FOLLOWING: I. CERTIFIED MILL TEST RESULTS AND TYPICAL STRESS -STRAIN CURVES FOR THE PRESTRESSING STEEL. THE TYPICAL STRESS -STRAIN CURVE SHALL BE OBTAINED BY APPROVED STANDARD PRACTICES. THE GUARANTEED ULTIMATE STRENGTH, YIELD STRENGTH, ELONGATION, AND COMPOSITION SHALL BE SPECIFIED. 2. GROUT MIX DESI6N AND THE PROCEDURES FOR GROUT PLACEMENT. 3. CALIBRATION DATA FOR EACH TEST JACK, PRESSURE 6AUSE AND REFERENCE PRESSURE GAUGE TO BE USED. THE CALIBRATION TESTS SHALL HAVE BEEN PERFORMED BY AN INDEPENDENT TESTING LABORATORY AND TESTS SHALL HAVE BEEN PERFORMED WITHIN 60 DAYS OF THE DATE SUBMITTED. 2. GROUND ANCHOR INSTALLATION: 2A. AT THE GROUND SURFACE, THE DRILLHOLE SHALL BE LOCATED WITHIN 4 INCHES OF THE LOCATION SHORN ON THE PLANS. THE ORILLHOLE SHALL BE LOCATED 50 THE LONGITUDINAL AXIS OF THE DRILLHOLE AND THE LONGITUDINAL AXIS OF THE TENDON ARE PARALLEL. 2B. AT THE POINT OF ENTRY, THE GROUND ANCHOR SHALL BE INSTALLED WITHIN +/- 5 DEGREES OF THE INCLINATION FROM HORIZONTAL SHOWN IN THE PLANS. AT THE POINT OF ENTRY, THE HORIZONTAL ANGLE MADE BY THE GROUND ANCHOR AND THE STRUCTURE SHALL BE WITHIN +/- 5 DEGREES OF A LINE DRAWN PERPENDICULAR TO THE PLANE OF THE STRUCTURE, UNLESS SHOWN OTHERWISE ON THE PLANS. AT ALL ANCHOR LOCATIONS A! TIEBACKS CROSS, THE INCLINATION AND ORIENTATION OF THE ANCHORS SHALL BE +/- I DEGREE. 20. WHEN CAVING CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL SELECT A METHOD TO PREVENT GROUND MOVEMENT. THE CONTRACTOR MAY USE TEMPORARY CASING. 2D. THE TENDON SHALL BE INSERTED INTO THE DRILLHOLE TO THE DESIRED DEPTH WITHOUT DIFFICULTY. WHEN THE TENDON CANNOT BE COMPLETELY INSERTED, THE CONTRACTOR SHALL REMOVE THE TENDON FROM THE DRILLHOLE AND CLEAN OR REDRILL THE HOLE TO PERMIT INSERTION. PARTIALLY INSERTED TENDONS SHALL NOT BE DRIVEN OR FORCED INTO THE HOLE. 2E. THE CONTRACTOR SHALL USE A NEAT -CEMENT OR A SAND -DEMENT GROUT. THE CEMENT SHALL NOT CONTAIN LUMPS OR OTHER INDICATIONS OF HYDRATION. ADMIXTURE5, IF USED, SHALL BE MIXED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2F. THE GROUT EQUIPMENT SHALL PRODUCE A GROUT FREE OF LUMPS AND UNDISPERSED CEMENT. A POSITIVE D15PLACEMENT GROUT PUMP SHALL BE USED. THE PUMP SHALL BE EQUIPPED AITH A PRESSURE 6AU6E TO MONITOR GROUT PRESSURES AND A STROKE COUNTER. THE PRESSURE 6AU6E SHALL BE CAPABLE OF MEASURING PRESSURES OF AT LEAST 150 PSI OR TWICE THE ACTUAL GROUT PRESSURES USED BY THE CONTRACTOR, WHICHEVER 15 GREATER. THE GROUTIN6 EQUIPMENT SHALL BE SIZED TO ENABLE THE GROUT TO BE PUMPED IN ONE CONTINUOUS OPERATION. THE MIXER SHALL BE CAPABLE OF CONTINUOUSLY AGITATING THE &ROUT. 26. THE GROUT SHALL BE INJECTED FROM THE LOWEST POINT OF THE DRILLHOLE. THE GROUT MAY BE PUMPED THROUGH GROUT TUBES, CASING, OR DRILL RODS. THE &ROUT CAN BE PLACED BEFORE OR AFTER INSERTION OF THE TENDON. THE QUANTITY OF THE &ROUT AND THE GROUT PRESSURES SHALL BE RECORDED. THE GROUT PRESSURES AND GROUT TAKES SHALL BE CONTROLLED TO PREVENT EXCESSIVE HEAVE IN SOILS OR FRA071URIN6 OF ROCK FORMATIONS. 2H. NO GROUT SHALL BE PLACED UNDER PRESSURE ABOVE THE BOND LENGTH DURING INITIAL GROUTING OF THE ANCHOR BOND LENGTH. THE &ROUT AT THE TOP OF THE DRILLHOLE SHALL NOT CONTACT THE BACK OF THE STRUCTURE. 21. AFTER GROUTING, THE TENDON SHALL NOT BE LOADED UNTIL THE GROUT HAS ATTAINED SUFFICIENT STRENGTH TO CARRY THE TEST LOAD. 2J. ALL TEMPORARY GROUND ANCHORS SHALL BE DE -STRESSED AFTER SHORI146 15 NO LONGER NEEDED. S. ANCHOR GROUT: 5A. THE GROUT SHALL BE A NEAT OR SAND/CEMENT MIXTURE AITH A MINIMUM 5-DAY COMPRESSIVE STRENGTH OF 1500 FBI AND A MINIMUM25-DAY COMPRESSIVE STRENGTH OF 3000 PSI PER ASTM C109 / AASHTOnob. 55. TYPE 11 CEMENT CONFORMING TO THE REQUIREMENTS OF ASTM 0150 / AASHTO M55 SHALL BE USED. 5C. FINE AGGREGATES SHALL CONSIST OF CLEAN, NATURAL SAND, CONFORMING TO THE REQUIREMENTS OF ASTM 655 / AASHTO M6. MANUFACTURED SAND 15 ACCEPTABLE PROVIDED IT 15 SUITABLE FOR PUMPING IN ACCORDANCE WITH ACI 504, SECTION 422. SD. ADMIXTURES SHALL BE IN ACCORDANCE WITH ASTM C494 / AASHTO MIQ4. ADMIXTURES ARCH CONTROL BLEED, IMPROVE FLOW, REDUCE WATER CONTENT, AND RETARD SET MAY BE USED IN THE GROUT SUBJECT TO THE APPROVAL OF THE ENGINEER. EXPANSIVE ADMIXTURES SHALL ONLY BE ADDED TO THE GROUT USED FOR FILLING SEALED ENCAPSULATIONS, TRUMPETS AND ANCHORAGE COVERS. ACCELERATORS RILL NOT BE PERMITTED. ADMIXTURES SHALL BE COMPATIBLE WITH PRESTRESSING STEELS AND MIXED IN ACCORDANCE AITH THE MANUFACTURER'S RECOMMENDATION. 4. ANCHOR TENDONS: 4A, THE GROUND ANCHORS TENDONS SHALL CONSIST OF THE FOLLOWING: I. SEVEN -WIRE, LOW -RELAXATION STRANDS A" AN ULTIMATE TENSILE STRENGTH OF210 KSI CONFORMING TO ASTM A416 / AASHTO M205. 4B. STRAND COUPLERS SHALL NOT BE ALLOWED. S. BONDBREAKER: 5A. A BONDBREAKER MUST BE PROVIDED TO PREVENT THE TENDON FROM BONDING TO THE ANCHOR &ROUT SURROUNDING THE UNBONDED LENGTH. BE. THE BONDBREAKER SHALL BE FABRICATED FROM A SMOOTH PLASTIC TUBE OR PIPE HAVING THE FOLLOWING PROPERTIES: I. RESISTANCE TO CHEMICAL ATTACK FROM A&GRE551VE ENVIRONMENTS, GROUT OR GREASE. 2. RESISTANCE TO AGING BY ULTRAVIOLET LIGHT. 3. FABRICATED FROM MATERIAL NON -DETRIMENTAL TO THE TENDON. 4. CAPABLE OF WITHSTANDING ABRASION, IMPACT, AND BENDING DURING HANDLING AND INSTALLATION. 5. ENABLE THE TENDON TO ELONGATE DURING TESTING AND STRESSING. b. ALLOA THE TENDON TO REMAIN UNBONDED AFTER LOCKOFF. b. SPACERS AND CENTRALIZERS: 6A. SPACERS SHALL BE USED ALONG THE TENDON BOND LENGTH OF MULTI -ELEMENT TENDONS TO SEPARATE EACH OF THE INDIVIDUAL ELEMENTS OF THE TENDON 50 THE PRESTRESSING 57EEL WILL BOND TO THE GROUT. SPACERS SHALL BE POSITIONED 50 THEIR CENTER -TO -CENTER SPACING DOES NOT EXCEED 10 FEET. IN ADDITION, THE UPPER SPACER SHALL BE LOCATED A MAXIMUM OF 5 FEET FROM THE TOP OF THE TENDON BOND LENGTH AND THE LOAFER SPACER SHALL BE LOCATED A MAXIMUM OF 5 FEET FROM THE BOTTOM OF THE TENDON BOND LENGTH. SPACERS SHALL PERMIT GROUT TO FREELY FLOW UP THE DRILLHOLE. SPACERS SHALL BE FABRICATED FROM PLASTIC. 6B. CENTRALIZERS SHALL PERMIT FREE GROUT FLOW AND SHALL PROVIDE A MINIMUM OF I INCH OF COVER OVER THE TENDON BOND LENGTH. CENTRALIZERS SHALL BE SECURELY ATTACHED TO THE TENDON AND THE CENTER TO CENTER SPACIN6 SHALL NOT EXCEED I0 FEET. THE UPPER CENTRALIZER SHALL BE LOCATED A MAXIMUM OF 5 FEET FROM THE TOP OF THE TENDON BOND LENGTH AND THE LOWER CENTRALIZER SHALL BE LOCATED A MAXIMUM OF I FOOT FROM THE BOTTOM OF THE TENDON BOND LENGTH. CENTRALIZERS SHALL BE FABRICATED FROM PLASTIC. T. ANCHORAGE DEVICES: TA. ANCHORAGE DEVICES SHALL BE CAPABLE OF DEVELOPING 95% OF THE MINIMUM SPECIFIED ULTIMATE TENSILE STRENGTH OF THE PRESTRESSING STEEL TENDON. THE ANCHORAGE DEVICES SHALL CONFORM TO THE STATIC STRENGTH REQUIREMENTS OF SECTION 5.1.60) AND SECTION 3.1.80) OF THE PTI "GUIDE SPECIFICATION FOR POST TENSIONING MATERIALS". TB. THE BEARING PLATES SHALL BE STRUCTURAL STEEL CONFORMING TO ASTM A36/AASH70 M185. THE BEARING PLATES SHALL BE SIZED 50 THE ALLOWABLE BENDING STRESSES IN THE PLATE PER AISC-ASD ARE NOT EXCEEDED AHEN THE DESIGN LOAD OF THE GROUND ANCHOR 15 APPLIED. 8. 9. ANCHOR TESTING: &A. EACH GROUND ANCHOR SHALL BE TESTED. THE MAXIMUM TEST LOAD SHALL NOT EXCEED 80% OF THE MINIMUM GUARANTEED ULTIMATE TENSILE STRENGTH (GUTS) OF THE, TENDON. THE TEST LOAD SHALL BE SIMULTANEOUSLY APPLIED TO THE ENTIRE TENDON. STRESSING OF SINGLE ELEMENTS OF MULTI -ELEMENT TENDONS WILL NOT BE PERMITTED. 8B. THE TE5TIN6 EQUIPMENT SHALL WN515T OF: 1. A DIAL GAUGE OR VERNIER SCALE CAPABLE OF MEASURING TO 0.001 INCHES SHALL BE USED TO MEASURE THE GROUND ANCHOR MOVEMENT. THE MOVEMENT -MEASURING DEVICE SHALL HAVE A MINIMUM TRAVEL EQUAL TO THE THEORETICAL ELASTIC ELONGATION OF THE TOTAL ANCHOR LENGTH AT THE MAXIMUM TEST LOAD PLUS I INCH. THE DIAL &AU6E OR VERNIER SCALE SHALL BE SUPPORTED INDEPENDENT OF THE JACKIN6 SYSTEM AND RETAINED STRUCTURE AND SHALL BE ALIGNED 50 THAT ITS AXIS IS WITHIN 5 DEGREES FROM THE AXIS OF THE GROUND ANCHOR. 2. A HYDRAULIC JACK AND PUMP SHALL BE USED TO APPLY THE TEST LOAD. THE JACK AND PRESSURE 6AUGE SHALL BE CALIBRATED BY AN INDEPENDENT TESTING LABORATORY AS A UNIT. THE PRE55URE GAUGE SHALL BE GRADUATED IN 100 PSI INCREMENTS OR LESS. THE PRE55URE GAUGE WILL BE USED TO MEASURE THE APPLIED LOAD. THE RAM TRAVEL OF THE JACK SHALL NOT BE LESS THAN THE THEORETICAL ELASTIC ELONGATION OF THE TOTAL ANCHOR LENGTH AT THE MAXIMUM TEST LOAD PLUS ONE INCH. THE JACK SHALL BE INDEPENDENTLY SUPPORTED AND CENTERED OVER THE TENDON 50 THAT THE TENDON DOES NOT CARRY THE WEIGHT OF THE JACK. 6C. VERIFICATION TESTS SHALL BE PERFORMED ON2 ANCHORS PER ANCHORAGE BOIL TYPE ENCOUNTERED AND PER ANCHOR INSTALLATION METHOD USED. THE VERIFICATION TEST SHALL BE MADE BY INCREMENTALLY LOADING THE GROUND ANCHOR IN ACCORDANCE WITH THE FOLLOWIN6 SCHEDULE. LOAD HOLD TIME LOAD HOLD TIME AL I MINUTE I.T5DL UNTIL STABLE 025DL 10 MINJTE5 1.5001. UNTIL STABLE OSODL 10 MINUTES 1.250L UNTIL STABLE 0.15121. 10 MINUTES W012L UNTIL STABLE I.00DL 10 MINUTES O.TSDL UNTIL STABLE 125DL 10 MINUTES O50DL UNTIL STABLE 15ODL 60 MINUTES 025DL UNTIL STABLE I.T5DL 10 MIMT15 AL UNTIL STABLE 2.00DL 10 MINME5 AL = ALIGNMENT LOAD DL = DE516N LOAD THE ALIGNMENT LOAD (AL) SHOULD BE THE MINIMUM LOAD REQUIRED TO ALIGN THE TESTING APPARATUS AND SHOULD NOT EXCEED O.O5DL. DIAL GAUGES SHOULD BE SET AT "ZERO" AFTER THE ALIGNMENT LOAD HAS BEEN APPLIED. A CREEP TEST SHALL BE PERFORMED AT THE 1.50 DL INCREMENT. ANCHOR MOVEMENT DURING THE CREEP TEST SHALL BE MEASURED AND RECORDED AT 1,2, 3, 5, b, 10,20, 50, 50 AND 60 MINUTES OF ELAPSED TIME FROM AHEN THE LOAD INCREMENT 15 APPLIED. IF AN ANCHOR FAILS IN CREEP, RETESTING WILL NOT BE ALLOWED. 8D. PROOF TESTS SHALL BE PERFORMED ON ALL PRODUCTION ANCHORS BY INCREMENTALLY LOADING THE GROUND ANCHOR IN ACCORDANCE WITI4 THE FOLLOWING SCHEDULE. AT LOAD INCREMENTS OTHER THAN MAXIMUM TEST LOAD, THE LOAD SHALL BE HELD LONG ENOUGH TO OBTAIN A STABLE READING. AL LOODL 0250L 125DL OSODL ImDL O.T5DL THE ALIGNMENT LOAD (AL) SHOULD BE THE MINIMUM LOAD REQUIRED TO ALIGN THE TESTING APPARATUS AND SHOULD NOT EXCEED 0.05DL. DIAL 6AU6ES SHOULD BE SET AT "ZERO" AFTER THE ALIGNMENT LOAD HAS BEEN APPLIED. THE MAXIMUM TEST LOAD SHALL BE HELD FOR 10 MINUTES. THE LOAD -HOLD PERIOD SHALL START AS SOON AS THE MAXIMUM TEST LOAD 15 APPLIED AND THE ANCHOR MOVEMENT SHALL BE MEASURED AND RECORDED AT 1,2, 3, 5, 6, AND 10 MINUTES. IF THE ANCHOR MOVEMENT BETWEEN I AND 10 MINUTES EXCEEDS 0.04 INCHES, THE MAXIMUM TEST LOAD SHALL BE HELD OF AN ADDITIONAL 50 MINUTES. IF THE LOAD HOLD 15 EXTENDED, THE ANCHOR MOVEMENTS SHALL BE RECORDED AT20, So, SO, AND 60 MINUTES. IF AN ANCHOR FAILS IN CREEP, RETESTING WILL NOT BE ALLOWED. 8E. A VERIFICATION OR PROOF TESTED GROUND ANCHOR PUT14 A 10 MINUTE LOAD HOLD CREEP TEST IS CON5IDERED ACCEPTABLE AHEN: I. THE GROUND ANCHOR CARRIES THE MAXIMUM TEST LOAD WITH LESS THAN 0.04 INCHES OF MOVEMENT BETWEEN THE I AND 10 MINUTE READIN65. 2. THE TOTAL MOVEMENT AT THE MAXIMUM TEST LOAD EXCEEDS 60% OF THE THEORETICAL ELASTIC ELONGATION OF THE UNBONDED LENGTH. 6F. A VERIFICATION OR PROOF TESTED &ROUND ANCHOR WITH A 60 MINUTE LOAD HOLD CREEP TEST 15 CONSIDERED ACCEPTABLE WHEN: I. THE GROUND ANCHOR CARRIES THE MAXIMUM TEST LOAD WITH LESS THAN 0.08 INCHES OF MOVEMENT PER LOG, CYCLE OF TIME AND THE CREEP RATE 15 LINEAR OR DECREASING. 2. THE TOTAL MOVEMENT AT THE MAXIMUM TEST LOAD EXCEEDS 80% OF THE THEORETICAL ELASTIC ELONGATION OF THE UNBONDED LENGTH. IN ADDITION TO THE ABOVE, A VERIFICATION TESTED GROUND ANCHOR MUST NOT EXPERIENCE A PULLOUT FAILURE AT THE MAXIMUM TEST LOAD. A PULLOUT FAILURE 15 DEFINED AS THE LOAD AT WHICH ATTEMPTS TO INCREASE THE TEST LOAD RESULT IN CONTINUED PULLOUT MOVEMENT OF THE TEST ANCHOR. 86. GROUND ANCHORS THAT HAVE A CREEP RATE GREATER THAN SPECIFIED CAN BE INCORPORATED IN THE FINISHED WORK AT A LOAD EQUAL TO ONE-HALF OF THE FAILURE LOAD. THE FAILURE LOAD 15 THE MAXIMUM LOAD CARRIED BY THE ANCHOR AFTER THE LOAD HAS BEEN ALLOWED TO STABILIZE FOR TEN MINUTES. 8H. WHEN A GROUND ANCHOR FAILS, THE CONTRACTOR SHALL MODIFY THE ANCHOR DESIGN, THE CONSTRUCTION PROCEDURE5, OR BOTH. THESE MODIFICATIONS MAY INCLUDE, BUT ARE NOT LIMITED TO: INSTALLING REPLACEMENT &ROUND ANCHORS, MODIFYING THE INSTALLATION METHODS, INCREASING THE BOND LENGTH, OR CHANGIN6 THE 6ROUND ANCHOR TYPE. ANY MODIFICATION WHICH REQUIRES CHANGES TO THE STRUCTURE SHALL HAVE PRIOR APPROVAL OF THE ENGINEER. MONITORING: PER THE REQUIREMENTS OF THE &EOTEC4NICAL SPECIAL INSPECTOR, THE SHORING MONITORING PROGRAM SHALL CONSIST OF THE FOLLOWING: • PRE-CON5TRJZTION SURVEY (VIDEO OR PHOTOGRAPHIC SURVEY) OF ADJACENT STREETS, UTILITIES AND BUILDINGS. • OPTICAL SURVEY OF MONITORING POINTS TO BE COMPLETED TWICE WEEKLY DURING CONSTRUCTION, AND TWICE PER MONTH FOLLOWING COMPLETION OF THE EXCAVATION AND BEFORE THE INTERIOR BUILDING FLOORS REACH THE &ROUND SURFACE. MONITORING SHALL INCLUDE VERTICAL AND HORIZONTAL SURVEY MEASUREMENTS TO AN ACCURACY OF 0.01 FEET. BASELINE READINGS OF ALL MONITORING POINTS ARE TO BE TAKEN PRIOR TO THE START OF CONSTRUCTION. ALL RESULTS ARE TO BE SENT TO THE 6E0TWHINICAL 517ECIAL INSPECTOR AITHIN24 HOURS. A LICENSED SURVEYOR NOT THE CONTRACTOR) SHOULD PERFORM THE MONITORING AT LEAST ONCE PER AEEK. • OPTICAL SURVEY POINTS SHOULD BE ESTABLISHED AT THE TOP OF THE SHORING WALL AROUND THE PERIMETER OF THE EXCAVATION. ESTABLISH MONITORING POINTS ON TOP OF EVERY OTHER PILE (EAST WALL) AND AT20 FEET SPACING ALONG 501L NAIL WALLS NORTH, SOUTH, AND REST AALLS). MONITORING POINTS SHOULD BE ESTABLISHED ON EXISTING SETTLEMENT -SENSITIVE STRUCTURES LOCATED CLOSER TO THE EXCAVATION THAN A HORIZONTAL DISTANCE EQUAL TO THE EXCAVATION DEPTH, PRIOR TO DEAATERIN6, EXCAVATION, AND INSTALLATION OF SHORING SYSTEMS. • SURVEY FREQUENCY CAN BE DEGREASED AFTER THE SHORING SYSTEM HAS BEEN INSTALLED AND EXCAVATION 15 COMPLETE IF THE DATA INDICATES LITTLE OR NO ADDITIONAL MOVEMENT. SURVEYING MUST CONTINUE UNTIL THE PERMANENT STRUCTURE (INCLUDING FLOOR SLABS AS BRACES) IS COMPLETE UP TO FINAL AND STREET GRADES. ADDITIONAL SURVEY POINTS SHOULD BE ESTABLISHED ALONG THE CURBLINE OF ADJACENT ROADWAYS, AND SPACED AT20 FEET HORIZONTALLY. THESE POINTS NEED BE MONITORED IF SHORING WALL MOVEMENTS REACH 0.5-INCHES. • THE GEOTECHNICAL EN61NEM SHALL REVIEW SURVEY DATA AND PROVIDE AN EVALUATION OF WALL PERFORMANCE ALONG AITH SURVEY DATA ON AT LEAST A WEEKLY BASIS. • IMMEDIATELY AND DIRECTLY NOTIFY THE 6EOTECHNICAL AND STRUCTURAL ENGINEERS, AND WALL DESIGNER, IF 0.5-INCHES OF MOVEMENT OCCURS BETWEEN TWO CONSECUTIVE READINGS AND WHEN TOTAL MOVEMENTS REACH 05-INCHES. AT THAT AMOUNT OF MOVEMENT, THE ENGINEERS AND DESIGNERS SHALL DETERMINE THE CAUSE OF DISPLACEMENT AND DEVELOP REMEDIAL MEASURES SUFFICIENT TO LIMIT TOTAL WALL MOVEMEN75 TO I INCH. ALL EARTHWORK AND CONSTRUCTION ACTIVITIES MUST BE DIRECTED TOWARDS IMMEDIATE IMPLEMENTATION OF REMEDIAL MEASURES NECESSARY TO LIMIT TOTAL WALL MOVEMENTS TO WHAT HAS BEEN DEFINED AS ACCEPTABLE BY THE DE516N TEAM (AS INDICATED ABOVE). 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CONTRACTOR IS RESPONSIBLE FOR LOCATION OF ALL UTILITIES WITHIN ZONE OF SHORING ELEMENTS AND FOR CHECKING THAT NO SUCH CONFLICTS EXIST. O 10 20 FEET I 1+00 WALL KEY PLAN NORTH WALL EXISTING $LDS K O \ N o REVIEWED OCT 00016 SOUTH wed By: BECK & ASSOCIATES, PLLC 'd" N J J C7 Q z C� O m z E Ow U. cn w 0) �_ o O W az W w z F'ROJ. NO. I6-26 SHEET NUMBER SH3.0 gnmrwT AUG 25lulb BECK & ASSOCIATES, PLLC 0.5' TO STA 0+00 60.......................................................................................... 50 ....................................................................................[50.01- GOWN TO EXSTIN6 nA LL LI ` u30 40 ............................................................................EL'405—. .............................................................................. LV1..B._. EL. 50.00 BASE OF EXCAVATION J EL.2T. .20 ........................................................................... ......... i Y G SSMN O II SPCS 1 8 SFCS a 60 ® 85 T T I IARANCHORSON WALER........................................................................ 60 u E20: I765I.......................................................................................... 5,pm �? rzj a ' [45.41 LI EL.42.1 �, z TIMBER LA661N6 (TYP) H BASE OP EXCAVATION C i" h I.:.......................................................................................... EL.17A s s0 4 o k vas a I I I I I I I I I I I I I I I I I WALL. 0+00 0+50 1+00 1+50 STATION LEGEND P1 PILE NUMBER TOP OF (ZIER PILE (FAT) B BUILDING GRID LOCATION LDIB2 PILE ND ANCHOR Q v CRO55 SECTION LOCATION ILLHOLE < AND IDENTIFICATION BOTTOM OF SOLDIER PILE NOTE: INFORMATION SUPPLIED TO GROUND SUPPORT PLLC AT TIME OF SHORING DESIGN INSUFFICIENT TO CHECK FOR ALL POTENTIAL CONFLICTS BETWEEN SHORING ELEMENTS AND UTILITIES. CONTRACTOR IS RESPONSIBLE FOR LOCATION OF ALL UTILITIES WITHIN ZONE OF SHORING ELEMENTS AND FOR CHECKING THAT NO SUCH CONFLICTS EXIST. 0 10 20 FEET NALL I«Y PLAN NORTH MALL EXISTING 13LD6 s W REVIEWED OCT 092016 SOUTH I P&U—d By: BECK & ASSOCIATES, PLLC N J J C7 Q z m— zO Z Lu 2 O 0> 2Uj cl) H J co >- W o Z o �a0 pw H W a z � PROJ. NO. 1626 SHEET NUMBER SH3.1 RECEIVE AUG 19 2016 BECK & ASSOCIATES, PLLC WC YOF MOW- 0.0' TO STA 0+00 60 --1 ................................................................................ 50 .......................................................................................................................... [45.41 LI a 421 ..........B TIMBER LAGGING Mr) — 90 ..............................................................................................................LAA— EL 50.00 BOTTOM OF FTG —/ EL2lA ........................................................................................................... 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IIFOMATION SUPPLIED TO GROUND SUPPORT PLLC AT ITIME OF 1+00 STATION SHORING DESIGN INSUFFICIENT TO CHECK FOR ALL POTENTIAL CONFLICTS BETWEEN SHORING ELEMENTS AND UTILITIES. CONTRACTOR 18 RESPONSIBLE FOR LOCATION OF ALL UTILITIES WITHIN ZONE OF SHORING ELEMENTS AND FOR CHECKING THAT NO SUCH CONFLICTS EXIST. 0 10 20 FEET WALL Krz"r PLAN NORTH YJAL.L EXISTING BLDG, o REVIEWED U OCT 092016 SOUTH $Viewed By: BECK & ASCIATES, PLLC SO a J J C'3 Q z 0 O m Z F- w Q U > LL = W O W O :3 w a w W z FWJ. NO. 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Nbb AO b wwbb bbNwpbobbbbbbbbbbabbabbaabb >� t]1 &&IYOlm WWWWW W,IAUWWWWWOf Ot UIWNOfdmOf tllN�t➢t)l O1N �l� D �� bbbbobbbbbbbobobbbbbbabbbabbabbabbaboo Z c ww ON m i mwwwc�u�u�t�u�wwwww jwwwWwWwwwwwwW w U UIU UIUUUU UI�iINUUUUUUUI UI UIUUUUUI t-'iI UIU UUI U11-'iIUNUUi�il l�il rn 0000 00 O 00 000 bbbobbbbbbbabbbbabbbbbbbbbbbbabbabbbbb y� � C r 00000000000000000000000000000000000000 bobbbbbbbbbbbbbbbbbbbbbbbbbbbabbabbbbb c am gg A � I b 000000bb00 bobbbbbbbbbbabbabbbbbbbbbbbbbbbbbb n0 �v,60 if Of @@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@AA if Of z if Z Z if Z OZ OZ OZ OZ OZ Z OZ Z�:� Z Z Z Z Of Z y VZ Z Z �z z OZ mx UbI ibT�bn wbOb pwo1 IVbl�I IOb�ItNbU Qa WIbT�Nbp(Nb{� WIIbTpyyOb,, ..Vbpp °I�I�NII bU lob, bW�p bWbWbW bWbWbW0bW0bW0 btj b{I�T btIU11 aL�IbTBB bWwOI �yz bbbbbbbbbbbbbbbbbbbbbbaobObobObbbbbbbb �Cj DESIGN DRAYN REVIEJN DATE IREVI DESCRIPTION CIS NEW EDMONDS OFFICE BUILDING 2 So�NByR� R0 55 CIA 3/2=0I6 O PERMIT ISSUE W TEMPORARY SHORING WALL Ground supporta«co 16932 Woodinville Redmond Rd NE, *210 � s ON ° �� t6 PILE AND ANCHOR SCHEDULES h007 (425) 488 1143 PFax: (425) 605-4057 s 0- 6-16 aj PROPERTY PROPERTY PROPERTY PROPERTY BOUNDARY BOUNDARY BOUNDARY BOUNDARY z ALLEY 55MH u (-T FROM SHORIN(l) EXISTING GRADE FACE OF SHORING W/.ALL eSp FACE OF ///�� EXISTING 6RADE / o ---- '------ SHORING WALL iTYR) --- -----_ FACES EXISTING GRADE ANCHOR HEAD (TYF) I V. 55 ANCHOR HEAD (TYP) SHORING WALL (-8' FROM SHORING) (^'b' FROM SHORING) [I 40 (rm) —_ —-mv __---_ — 40= 40 u� zo zo 37S' o BT5' GROUND ANCHOR (TYP) C < GROW ANCHOR (TYP) 30 30 Bp z BASE OF EXCAVATION BASE OF EXCAVATION BASE OF EXCAVATION Q w 20 EL.21.5 20 EL.2TA I EL —no WIBX55 STEEL SOLDIER PILE (ENTERED N.NAJ IN25 FT DIA DRILLHOLE WISX5S STEEL SOLDIER PILE CENTERED NRO) IN25 FT DIA DRILL14OLE a E 10 - IO SACKFILLED WITH GDF Ip BACKFILLED WITH CDF WIbXb5 51ML SOLDIER PILE CENTERED N.N.0) IN2.5 FT DIA DRILLHOLE d'�v BAOKFILLED WITH WIF GENERAL NOTES: GENERAL NOTES: GENERAL NOTES: o N I. CONTRACTOR SHALL MAINTAIN 3 FEET I. CONTRACTOR SHALL MAINTAIN 5 FEET - I. CONTRACTOR SHALL MAINTAIN 3 FEET a (MININDJM) CLEARANCE BETWEEN (MINIMUM) CLEARANCE BETAKEN (MINIMJIN CLEARANCE BETYEEN a ui o Z 1p TIEBACKS AND EXISTING AND NEW UTILITIES. TIEBACKS AND EXISTING AND NEW UTILITIES. TIEBAOKS AND EXISTING AND NEW C UTILITIES. o v 2. EXISTING LTILITIE5 SHALL BE 2. EXISTING llflLITIES SHALL BE 2. EXISTING UTILITIES SHALL BE a POTHOLED TO HAVE THEIR LOCATIONS POTHOLED TO HAVE THEIR LOCATIONS POTHOLED TO HAVE THEIR LOCATIONS w CONFRMED BEFORE INSTALLN6 CONFIRMED BEFORE INSTALLING CONFIRMED BEFORE INSTALLING ^+ = �' SHORING. SHORING. SHORING. v e3m C $tic NQ' 5H4.0 NORTH WALL GROSS -SECTION � o to ® EAST WALL ES GRO55-SECTION SH4.0 o Io 6.....� E10 SH4.0 EA5T WALL GR055-5ECTION o Io 3 3 ILD M FEET FEET FEET PROPERTY PROPERTY BOUNDARY BOUNDARY J N J Z FACE OF EXI5TIN& 6RADE 50 EXISTING GRADE SHORING WALL &A5 J 40 ( ) ANCHOR HEAD (TYP) ----- ., .------ 12" 5D �— (III' FROM SHORING) (DEPTH 4 SIZE UNK) (-I4' FROM SHORING) FACE OF SHORING WALKATER L- �yq. - m O N W O ) (DEPTH 8 51ZE UNK) 20.0' 6Rd1ND ANCHOR (Ib' FROM SHORING) 0 TO ' 1 LL I I2 55 LL 2 W 30 30 (-W' FROM SHORING) O V 'V^^/ V/�/ BASE OF EXTVAT1105N BASE OF EXCAVATION 0 V 20 EL.27S. I Z O 20 O WI4X34 STEEL SOLDIER PILE O U CENTERED N.N.0) IN2A FT DIA DRILLHOLE - W BACKFILLED WITH 0DF 10. IO 10 W18X55 STEEL SOLDIER PILE CC �j C CENTERED NNA) IN25 FT DIA DRILLHOLE W ,IE. Fy�t-T�2�cnZ �.oua-ren wrcMiN BAGKFILLED WITH (DF - Z 1�L� ,x,H L�Ftt7S. {loTHoIE T- r VEK\Fy Ne CANFUG?S. GENERAL NOTES: I. CONTRACTOR SHALL MAINTAIN 3 FAT (MINIM,) CLEARANCE BETWEEN _-_ TIMACK5 AND EXISTING AND NEVI REVIEWED UTILITIES. 2. EXI5TIN6UTILITIES SHALL BE OCT 092016 PROJ. NO. 1626 POTHOLED TO HAVE THEIR LOCATIONS CONFRMED BEFORE INSTALLING Reviewea 6y: SHEETMyJMgER SHORING. BECK & ASSOCIATES, PLLC 5OUTH HALL WE5T WALL RUSuo S3 GROSS -SECTION WIO GROSS -SECTION AUG 19 2016 SH4■ SH4.O 0 10 SH4.O 0 to �rrvoFEOMOUO4M FEET FEET �I !' D AUG 262016 BECK & ASSOCIATES, PLLC N LATERAL LATERAL PILE SPACING LOAD LOAD 02 H OR ANCHOR ANGtIOR T5 PS P TS PSF H a 35 PGF P� = -Z H� a 0.9 N Q m 16NOREUPPER2'171 16NORE UPPER2' 1 BASE OF BASE OF EXCAVATION EXCAVATION D SOO PC" D 26 Pa D SOO PCP D 0 0 L w 2 PILE I PILE 2 PILE om - DIAMETERS DIAMETER DIAMETERS X PILE TOE PILE TOE PILE TOE PILE TOE '�p� +vr�s h w ALLOWABLE END BEARING, M =20 KSF; ALLOWABLE END BEARING, cA =20 KSF; QS� ALLOWABLE SKIN FRICTION, Pa = 1.0 KSF ALLOWABLE SKIN PRIGTION, Pe = IA KSF o h a 4 � 2 b L � h O ^' as 0 DESIGN EARTH PRESSURES =° `p 3 EAST WALL ANCHORED DESIGN EARTH PRESSURES SOLDIER PILES AND ALL SOUTH WALL ANCHORED zIi 3 s CANTILEVERED SOLDIER PILES SOLDIER PILES SH4.1 NOT To SCALE SH4.1 NOT TO SCALE TOP OF ANCHORED WALLLL . NO-LOAD ZONE TOP OF ANCHORED WALL NO-LOAD ZONE J N w 60, Z H H m FINISH GRADE FINISH GRADE H/4 W w/ I O H/10 LL Q ''2^ _ 0 V/ 0 N Z I W W ao W w z REVIEWED OCI 092016 PROD. NO. Ib-26 bAew a Sy: SHEET NUMBER BECK & ASSOCIATES, PLLC NO-LOAD ZONE NO-LOAD ZONE EAST WALL ANCHORED SOUTH WALL ANCHORED REGIUS 3 SOLDIER PILES 4 SOLDIER PILES AUG 19 2016 SH41 ■ SH4.1 �T To SCALE SH4.1 NOT TO SCALE BUlAlNODa9p4 tZTT CrtYOFEOMONIXi PECE6Vw D:Vobs\2016\16-26 (Edmonds 2020 LLC-MmonCs MI%W.— 6ullCing-WA)\(snoring)\(perm'.ng)\Im (LUl W]C[)\lb[b5nU40HV.Owg, aloe/[�iC [:�C:ao rm AUG 262M BECK & ASSOC'AI ES, PLLC DRILLED SHAFT (24" TO 30" DIA), BAGKFILLED WITH GDF (IYP, U.N.0) STEEL SOLDIER PILE CENTERED IN DRILLED SHAFT (TYP, VN O) I"OVERLAP (TYP) LA661N6 BEAR5 AGAINST PERPENDICULAR LAGGING ON ADJACENT SHORING WALL. ALTERNATE BEARING DIRECTION WITH EACH SUCCESSIVE LAYER OF LAGGING PLACE 6RAR LAR BACKFILL OR GDP AS REBID TO FILL VOIDS BEHIND CHIP GDF AS REQD TO INSTALL TIMBER TIMBER LAGGING LAGGING A5 5HOM 3" MIN PILE / 5HAFT / LAGGING DETAIL 5H5.0 NOT TO SCALE 4" THICK (NOM) HEM -FIR N0.2 PRE55URE-TREATED TIMBER LA661NG (SEE NOTES FOR MATERIAL REQUIREMENTS) ELEVATION FIRST SOLDIER PILE ADJACENT TO CORNER r OP EXCAVATION (TYP) LA661N6 TO BEAR DIRECTLY /I ON 501DIER PILE � � LAGGING v Q � I-V1" Ij Q LAGGING FULL HEIGHT EACH WAY AT CORNER 1-44-1/2 GONT WITH 5/W VIA OF EXCAVATION x W3 5" LA6 SGREEACH LEG, (2) SGRENS VERTICALLY IN EACH PLANK (ANGLES MAY BE INSTALLED IN 4' LON6 [MAX] PIECES BUTTED TOGETHER) NOTE: THIS METHOD ONLY APPLIES TO INTERIOR CORNERS WITH INCLUDED ANGLE OF 90'310'. PLAN TYPICAL INTERIOR CORNER LAGGING 2 SUPPORT DETAIL 5H5.0 NOT TO SCALE NOTE: CONTRACTOR SHALL SUBMIT DETAILS OF PROPOSED ANCHOR HEAD, PIPE SIM-OUT, FLANGE CUT-OUT, AND CORRESPONDING WELD CONNECTIONS TO Ly THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. � Q Z SOLDIER PILE (TYP) I I 0 /A SOLDIER PILE TYP II to _ TOTAL WELD LENGTH "L" ON EACH j L u l� ANCHOR WORK POINT END OF PLATE PER TABLE SH5.0-1 I I TABLE 5H5.0-1 YC5 STIFFENER PLATE U Q W 0JT-CUT AREA OF FLANGE j ALIGNED WITH PIPE 5TUBOUT ANCHOR TO PILE CONNECTION 5CHEMLE LL = 0 I (SEE SCHEDULE IN TABLE SH5.0-U COVER PLATE H� STIFFENER PIPE LL 0 'A cn J GRADE 36 MILD COVER PLATE P5 STIFFENER COVER PLATE STUB -OUT Q M STIFFENER PLATE ALI6NED WITH PIPE STUBOUT II I (SEE SCHEDULE IN TABLE SH5.0-1) [_- PLAANCHOR PILE DIMENSIONS LENGTH VELD 151ZE DIMPLATE AELDENSIONS SIZE VELD SIZE IS III LOAD (KIPS) SECTION ON) (IN) (INN) (IN) (IN) (INN) Z 60 DN14x54 1/2 x 4 x25 I2 5/10 1/2 x 4 x 12 1/4 1/4 O 0. ANCHOR NBAD FLANGE COVER PLATE (BEHIND FLANGE) PLANS CUT-OUT AREA OF FLANGE W O \SEE (SEE SCHEDULE IN TABLE 5H5.0-U mm I PIPE 5TU6.OUT I I I CaC TYP II G I I W COVER PLATE (BEE SCHEDULE IN TABLE 5H5.0-1) II II z TYP "TI,: I I ANCHOR TO PILE CONNECTION DETAIL (SIDE VIEW) SHS.O NOT TO SCALE ANCHOR TO PILE CONNECTION 4 DETAIL (FRONT VIEW) rj 5 O NOT TO SCALE NOTE: WEB 5TIFFENER PLATES ARE FULL DEPTH, ARE FLUSH AT BEARING ENDS, AND WELDED FULL LENGTH AND ALONG BEARING ENDS ON ONE SIDE ONLY. REVIEWED OCT 092016 Reviewed By: PROD. NO. I6-2b BECK & ASSOCIATES, PLLC �T NUMBER UI E 3 AUG 19 2016 S H 5.0 8%0ING 1YOF EOMDEP/Yi1OMc NC3M Cf AUG 262016 BECK & ASSOCIATES, PLLC 5" (NOM) DOUBLE EXTRA -STRONG PIPE STUB -OUT TRUMPET GROUT HOLE GRIPPER ANCHOR 5TRE55 HEAD ANCHOR WORK POINT TYP 1/4" ANCHOR GROUT FLANGE COVER PLAT? I I WEB STIFFENER PLATE ALI6NM WITH PIPE STUBOUT I FLANGE COVER PLATE NOTES: / I. WEB STIFFENER PLATES MUST BE POSITIONED TO SUPPORT CUT PORTIONS OF FLAWE5, 2. CONTRACTOR SHALL SUBMIT' DETAILS OF PROPOSED ANCHOR GE PE STUB -OUT, FLANGE RA � CUT-OUTTI CORRESPONDING �J WFJD CONNECTIONS TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. DRILLHOLE UNBONDED ZONE A TYPICAL SECTION SHS.I NOT TO SCALE CENTRALIZER TABLE SH5.1-1 STRAND LOAD TABLE CROSS - SECTIONAL 0.6 f. A,,MAX. Oh N Ar MAX. N AREA (AFd ON DESIGN LOAD JACKING APWLTIMATE NO. STRANDS a) (KIPS) LOAD (KIPS) LOAD (KIPS) 1 0211 552 46A 56b 2 0.4E 105 13.1 II12 5 Ob5 105.4 140.6 1"15.6 4 0UE6 140.b 1675 254.4 5 IA8 175.E 234.4 2M O SHEATHED ANCHOR STRAND TEMPORARY TIEBACK GROUND ANCHOR DETAIL NOT TO SCALE DRILLHOLE TREM E GROW TUBE STRAND SPACER POST -PRESSURE &ROUT LINE (OPTIONAL) BONDED ZONE B TYPICAL SECTION SHS. NOT TO SCALE RY STRAND GROUND ANCHOR NOTES THE DETAILS ON THIS SHEET DEPICT THE MINIMUM DESIGN REQUIREMENTS FOR THE GROUND ANCHORS ON THIS PROJECT. ALL PROOF TESTING TO 155% OF THE DESIGN LOAD p SHALL, AND ALL VERIFICATION TESTING T0200% OF THE DESIGN LOAD MAY BE PERFORMED ON PRODUCTION GROUND ANCHORS. SEE THE NOTES ON SHEET SHI.I FOR DETAILED MATERIALS, INSTALLATION AND TESTING REQUIREMEMS.-�. VERIFICATION TEST ANCHORS SHALL BE IN57ALLED AT THE BEGINNING OF THE WORK AT THE LOCATIONS SELECTED BY THE CONTRACTOR AND APPROVED IN WRITING BY GROUND SUPPORT. EVERY PRODUCTION GROUND ANCHOR NOT VERIFICATION TESTED SHALL BE PROOF TESTED. PRO0FTE5TED ANCHORS SHALL BE FULLY GROUTED PRIOR TO TESTING AS ILLUSTRATED ON THIS SHEET. VERIFICATION TEST ANCHORS SHALL NOT HAVE STRUCTURAL 6ROUT IN THE UNBONDED LENGTH DURING TESTING. THE CONTRACTOR SHALL SELECT A METHOD FOR OBTAINING NO STRUCTURAL 6RO1T IN THE VNBONOW LENGTH THAT DOES NOT RESULT IN CAVING OF THE DRILL HOLE OR LOSS OF GROUND AT ANY TIME. SUCH METHODS INCLUDE BUT ARE NOT LIMITED TO: (Al LEAVING THE JAWNDED LEN67H OPEN o UNTIL TESTING IS COMPLETE AND TEN T2EMIE-GROU7ING THE UNBONDED LENGTH WITH 5TRUCTURAL GROUT; AND (6) WASHING OUT THE UNWN12ED LENGTH AFTER INSTALLATION UNTIL A SUFFICIENTLY WEAr SLURRY, AS DETERMINED BY THE 6EOTECHNICAL SPECIAL INSPECTOR, IS ALL THAT REMAINS IN THE JJNWNDED LENGTH. THE CONTRACTOR SHALL SELECT THE METHOD OF INSTALLATION (OPEN -HOLE, CASED, AUGER -CAST, ETC), METHOD OF GROUTING (TREMIE, PRIMARY LOW-PRESSURE, 0 SECONDARY HIGH PRESSURE), ANCHOR DIAMETER, AND BOND LENGTHS IN ORDER TO DEVELOP THE DE516N LOADS SPECIFIED ON THE PLANS. THE MINIMUM REQUIRED ANCHOR DIAMETER, NUMBER OF STRANDS, UNBONDED LENGTHS, AND BOND LENGTHS ARE INDICATED ON THE PLANS. THE METHOD OF INSTALLATION AND GROUTIN6 UTILIZED FOR THE VERIFICATION TEST ANCHORS SHALL BE UTILIZED FOR ALL PRODUCTION ANCHORS INSTALLED THEREAFTER IN THE EVENT THAT THE CONTRACTOR ELECTS TO MODIFY THE METHOD OF INSTALLATION AND GROUTING, ADDITIONAL VERIFICATION TESTING MAY BE REQUIRED BY GROUND SUPPORT, DEPENDING ON THE DETAILS OF THE METHOD OF INSTALLATION AND 6RDUITN&. IF OVERALL ANCHOR LENGTHS EXCEED THOSE SHOWN ON THE PLANS, NOTIFY THE yI SHORING DESIGN ENGINEER TO EVALUATE ANY POTENTIAL CONFLICTS. yi INADEQUATE- PERFORMANCE OF ANY TEST ANCHORS SHALL BE EVALUATED ON A CASE BY CASE BASIS BY GROUND SUPPORT TO DETERMINE THE REMAINING VALLE OF THE ANCHORS AND WHAT SUPPLEMENTAL INSTALLATIONS ARE REQUIRED TO AUGMENT THE INADEQUATE ANCHORS. Tie CONTRACTOR SHALL MODIFY THE METHOD OF 57 INSTALLATION AND GROUTING AS NECESSARY TO ACHIEVE THE MINIMUM DESIGN LOADS SPECIFIED ON THE PLANS. S THE CONTRACTOR ASSUMES ALL LIABILITY FOR COSTS AND DELAYS THAT RESULT FROM INADEQUATE PERFORMANCE OF TEST ANCHORS. IT 15 HIGHLY RECOMMENDED THAT THE CONTRACTOR PERFORM THE VERIFICATION TESTS ON 5ACRIFICIAL ANCHORS PRIOR TO PRODUCTION ANCHOR INSTALLATION IN ORDER TO CONFIRM THAT THE CHOSEN ^� METHODS OF INSTALLATION AND GROUTING ARE ADEQUATE_ TO ACHIEVE THE DESIGN LOADS SPECIFIED ON THE PLANS. THE SOLDIER PILE AND GROUND ANCHOR SCHEDULE TABLES OF THESE PLANS CONTAIN ALL REMAINING MINIMUM &RO1ND ANCHOR DESIGN PARAMETERS INCLUDING: DESIGN A� p�' 7 LOAD, LOGKOFF LOAD, NUMBER OF 0.6-IN DIAMETER 6RADE270 STRANDS, WORK POINT ELEVATION, DECLINATION ANGLE, BOND LENGTH, UNBONDED LENGTH, AND TOTAL LENGTH. NOTE THAT THE CONTRACTOR MUST ADD ADDITIONAL LENGTH OF STRAND TO THE TOTAL LENGTH SPECIFIED ON THE PLANS TO ACCOUNT FOR ANY TAILS THAT ARE NEEDED TO EXTEND OUT FROM THE FACE OF THE DRILL HOLE. W R P a 'Z, SOS �D<c � �4W Y. STRAND SPACER AND ORGANIZER CENTRALIZER (PLACED EVERY 7' ALONG TENDON, STARTING 3' FROM BOTTOM) o � a � 0 a r� ABM v/ drn-", 'i n c c L a o `' -3a BARE ANCHOR STRAND aa.. N T.. J z 5-I/2° DIA (MIN) DRILLHOLE (S�p74,1 C/., l� m z Q Lu � �5) O LV LL _ O c J o � U o O I- W a 3 2 W w z H REVIEWEn OCT 092016 ReA-.- by: _ BECK & ASSOCIATES, PLLC u0 AUG 19 2016 �C�OFECMO�NCSM FROJ. NO. I626 SHEET NUMBC-R SH5.1 AUG QiV 6 BECK & ASSOCIATES, PLLC DOUBLE C 4ANNEL SIB CI DOUBLE CHANNEL STEEL YU S' (MAXI BETYM C 4AN (SEE NALL ELEVATION SHE SIDE VIEW CGU55ET / AALER / PILE 2 CONNECTION DETAIL SH52 NOT TO SCALE 3 (20160322M6260 ScR0.dm. 3/22/2016 2:08:45 PM PLAN VIEW PILE / 5HAPT / LAGGING / AALER DETAIL EAST WALL S 5 NOT To 50ALE I HEX NUT TO MATCH ANCHOR BAR 6" X 6" X I" 6RADE 56 STEEL BEARING PLATE NITH 1-5/4" DIA (MAX) HOLE FOR ANCHOR BAR Cl2X25 DOUBLE CHANNEL STEEL VIALER, 51.(MAXI BETWEEN CHANNELS (SEE WALL ELEVATION SHEETM) 6RADE'15 ANCHOR THREADSAR DRILLED SHAFT (90" DIN, R PILE CENTERED LOFT 7THERMISE NOTED) CHIP ODF A5 FWD TO INSTALL TIMBER LA661NS AS 5HONN 5ET PLATE IIII \ \\\ \ III I IIII III. SIDE VIEW ANCHOR / WALER 3 CONNECTION DETAIL NOT TO 50ALF STEEL SOLDIER PILE NOTE: INSTALL CENTRALIZERS PER SHEET SH52. 6" (MIN) DRILLHOLE BACKFILLED KITH 6ROJT N J J Q Z � J InZ Q w � � v O W wLL 2 0 U J a) > Q o U 2 w a. O i- 3: 2 w W Z EWFD \ 9T5° OCT 692016 PROJ. NO. 1626 Reviewed By: SHEET NUNBM BECK & ASSOCIATES, PLLC RMSUm S H 5.2 AUG 19 2016 ,,rnnwr.,-.•.......s 1 REC E I V C 3 AUG26MIJ BECK & ASSOCIATES, PLLC 1' (TYP) 72"x4-1/2" STEEL SOLDIER PILE STEEL PLATE, BENT 45' O 1/4" 1" j TYP I/4" 1" ® 12" TIMBER B" LAGGING o °� " GUSSET PLATE — — — — — — — — — — fT tl / IIII 1/2"x4-1/2" STEEL PLATE, 1-1/2" -- ----------/-----I----III ---_I_ BENT 45' _ IIII DOUBLE CHANNEL STEEL K LER — — — — — — -�- I IIII I / I I STEEL BEARING PLATE 4 I 1U I I/4" 2 — -------- TIMBER LAGGING HEX NUT AND WASHER TO MATCH ANCHOR BAR I / v a " o z� � h 0. a 0 K tn ELEVATION VIEW TYPICAL PILE LAGGING ANCHOR / WALER / PILE ATTACHMENT DETAIL, = o d a CONNECTION DETAIL 2 PILE NI I 3 3 `" O HCJ NOT TO SCALE SHS.3 NOT TO 5CALE M O Vi e J NOTE: N J DO NOT USE THIS DETAIL WHEN: Q Z A A 1. DETAIL CONFLIC75 WITH SHALLOW ANCHORS, 2. AXIAL LOADS ARE APPLIED TO TOPS OF PILES. J (2)24" X 15-5/8" (NOM) X 1/2" GRADE 36 STEEL PLATES m OJT TO FIT SNUGLY BETWEEN BEAM FLANGES, ONE EACH Lu IL F 51DE OF BEAM O W OUT WEB AND BACK FLANGE ONL(; TYP 4 PLACES 1/4" T LL 2 DO NOT OUT FRONT FLANGE LLO J cow�// Q LL V 14" ---- --- Z � 0 a � 8 x � LL 0 O O WI4X OR W18X SOLDIER PILE BEAM (TYP) Lli 4„ a L —11 9/4" X () BOLTS 3/4" DIA HOLES, NOTE: TIGHTEN BOLTS Lu W CL OF DRILLED AFTER WELDING A5 TIGHT A5 POSSIBLE. Z W18X SOLDIER PILE BEAM (TYP) BEAM SECTION A —A RF\/IFWFn OCT 09 2016 Reviewaci Sy: PROJ. NO. 6--26 BECK & ASSOCIATES, PLLC 5HEET WMI TYPICAL REMOVABLE PILE 3 TOP CONNECTION DETAIL AUG 1 9 2016 SH5.3 5H5.3 NOT TO SCALE eun iolruc nEraa*nar�vr CIIYOFF]aw RvCEbVE. D:VODS\ZMb\1b-25 (—ones Lp2p LLL Lee 0— mixes -use BECK & ASSOCIATES, PLLC HALLER ARCHITECTS LLC STRUCTURAL - GENERAL NOTES G✓iNERAL REQUIREMENTS GOVERNING CODE: The design and constructionof this project is govemed:bythe'Intemational Buik4 Ing Code. (IBC)", 2012 Edition, hereafter referred toas the IBC; as adopted and modified by the Cityof" Edmonds, WA understood to be the Authority Having Jurisdiction (AHJ). REFERENCE STANDARDS: Refer to Chapter 35 of 2012 IBC.. Where other Standards are noted in the drawings, use the latest edition of thestandard unless a specific date is indicated. Reference to a speck section in a, code does not relieve the Contractor from compliance with the entire. standard. DEFINITIONS: The following definitions cover the meanings of certain terms used in these notes: "Architect Engineer' - The Architect of. Record and the Structural Engineer of Record. • "Structiml Engineer of Record" (SER)- The structural engineer who isticensed to stamp ;& sign :the structural documents for the project. The SER o responsible for the design of the PnmaryStructural System. • "Submit for review"- Submit to the AmhitectiEngineer for review prior to fabrication orconstructiom • "Per Plan"- Indicates references to the structural plans, elevations andstructural general notes. •. "Specialty Structural Engineer" (SSE) -. Aprofessional engineer. (PE or SE), licensed in the State where the project is located, (typically not the SER), who performs specialty, structural emgi nearing services for selected specialty -engineered elements identified in the Contract Documents, and who has experience and training In the Specialty. Documents stamped and signed by the SSE shall becompleted byorunder the direct supervision ofthe SSE. • "Bidder -designed" - Components of the structure that. require the general contractor. sub- 9 P q . contractor; or supplier who is responsible for the design, fabrication and installation of specialty - engineered elements identified in the Contract Documents to retain the services of an SSE. Submit- tals of "Bidder -designed" elements shall be stamped and signed by the SSE. OTHER DRAWINGS: Refer tothe architectural, mechanical, electrical; civil and plumbing drawings foradditional information Including but not limited to: dimensions, elevations, slopes, door and window open Inge, non -bearing walls, stairs,finishes; drains, waterproofing, railings; curtain ;walls„elevators, curbs, Re- pressions; mechanical unitlocations, and other nonstructural items. .STRUCTURAL DETAILS: The structural drawings are Intended to show the general character and extentof the projectand arenot intended to show all details of the work. Use entire detailsheets and specific details referenced in the pleases 'typical" wherever they apply. Similarly, use details on entire sheets with "typical" in the name wherever they apply. - STRUCTURAL. RESPONSIBILITIES: The structural engineer (SER) is responsiblefor the strength and stability of the primarystructure in its completed fort.. COORDINATION:The Contractor is responsible forceordinating details and accuracy ofthe work) for con- firming and: correlating- all quantities and dimensions; for selecting fabrication processes; for techniques of assembly; and for performing work in a safe and secure manner. PRE -CONSTRUCTION MEETINGS: The. Contractor is responsible for coordinating pre -construction meet - Inge prior to commencing work. Pre -con meetings, scheduled approximately two weeks prior to start of the relevantwork,: are required for the following phases of construction: Post -tensioned slabs; Shotcrete; Concrete, Wood Shear Walls. Attendees: for pre -construction. meeting areto include contractor,: relevant subcontractors; fabricators, inspectors,. architect/engineer, andrepresentativeof the Authority. HavingJuds- diction Where required. Meetingagendas are to.include review ofthe work Scope; project schedule relevant tothe work, contact information of responsible parties, inspection points, review: ofmaterials and any special cases or issues, procedures for clarifications if required, testing and: acceptance, etc. MEANS. METHODS and SAFETY REQUIREMENTS: The contractor is responsible for the means and methods of construction and all job related safety standards such as OSHA and DOSH (Department of Oc- cupational, Safety and Health). Contractor is responsible to adhere. to OSHA. regulationsregarding steel erection items specifically addressed in the latest OSHA regulations. Bolting and field welding at all: member connections is to be completed prior to the release of the member from the hoisting mechanism: unless re- viewed and approved by the General Contractor's temporary bracing and shoring design engineer. BRACINGISHORING DESIGN ENGINEER: The cont motor shall at his discretion employ an SSE, a regis- tered professional engineer for the design of any temporary bracing and shoring: TEMPORARY SHORING. BRACING: The contractor is responsible for the strength and stability of the strut lure during construction and shall provide temporary shoring, bracing and other elements required to main- tain stability until the structure Is complete. It is the contractors responsibility to befamiliar wkh the work re- quired- in theconstruction documents and the requirements for executing it properly. CONSTRUCTION- LOADS: Loads on the structure during construction shall not exceed the design loads as noted. in DESIGN CRITERIA &:LOADS below or the capacity of partially completed construction.: as determinedby the Contractors SSE for Bracing/Shoring. CHANGES IN LOADING: The contractor has the responsibility to notify the SER of any architectural, me- chanical, electrical, orplumbing load imposed onto the structurethatdiffers fmm, or that is: not documented on the original Contract Documents (amhkeetumi./ structural / mechanical /-electrical or plumbing drawings). Providedocumehtalionof location, -load; size and anchorage of all: undocumented.. loads in excess of 400 pounds.. Provide marked -up structural plan Indicating locations of any new equipmentor loads. Submit plans to theArchitect/Engineer for review prior to installation. NOTE PRIORITIES Plan and detail notes and specific loading, data provided on individual plans and detail: drawings, supplements information in the Structural General Notes. DISCREPANCIES: In case of discrepancies between the General Notes; Specifications,. Plans/Details or Reference Standards,: the: ArohitectiEnglneer shall determine which shall govem. Discrepancies: shall be brought to the: attention of the: ArchkecVEngineer before proceeding with the work. Should any discrepancy be found in the. Contract Documents, the Contractor will be deemed'to have included in the price the most expensive ;way of completing the work, unless pdorto the submission ofthe price, the Contractor: asks for decision from the Amhitect as to which shall govern. Accordingly; any conflict in or between the Contract Documents: shallnot be a basis for adjustment in the Contract Price. SITE VERIFICATION: The contractor shall verify all dimensions and conditionsat the site. Conflicts between the drawings and. actual :site conditions: shall: be brought to the attention of the. ArchitectlEngineer before proceeding With the work. ADJACENT UTILITIES: The contractor shall determine the location of all adjacent underground utili- ties "prior,to:earthwork, foundations, shoring, and excavation and prior to drilling holesfor piles,and tieback anchors.. Any utilily Information shown on the drawings and details is approximateandnot necessarily com- plete. ALTERNATES:: Alternate products of similar strength, nature and form for specified items may be submitted with adequate technical documentation (proper test report: etc.) to the Amhitect/Engmeer for re- view. Alternate materials that are submitted without adequate technical documentation or that significantly deviate from the design intent ofmaterials specified may be returned without review. Alternates that require substantial effortto review will not be reviewed unless authorized by the Owner. DESIGN CRITERIA AND LOADS OCCUPANCY: I Risk Category of Building per 2012 IBC, Table 1604.5= II WIND DESIGN: MAIN WIND FORCE RESISTING SYSTEM Ultimate Design Wind Speed, Vuq (MPH) 110 Exposure Category- C Internal PressureCoeffrcient Cpt= +/-0.18 Tqpographic Factor Kzt= 1.0 Wind Analysis procedure used:. Directional COMPONENT & CLADDING PRESSURES for DESIGN (Ultimate) - PSF Wall Cladding, Typical Zone 51.5 Will Cladding; Edge Zone within 15 feet ofcomers 58.5 :Roof Cladding, Middle Zone 40.4 Roof Cladding,-EdgeZone within 15 feet.ofedge 45.9 .Roof Cladding,Corner Zone within 30 feet of comers 61.1 Uplift Load Net 15 SEISMIC DESIGN' Seismic Design Category: SDC = D Basic Stmetual System Bearing Wall Sys. tern Seismic Force Resisting System Special Reinf Cana Shear Walls Wood Sheathed Shear Walls Response Modification Factor. Concrete R= Wood Framed R = 6 6.5 System Over strength Factor Omega = 2.5 Deflection Amplification Factor Cd = 5 Site Classification per IBC 1613.3.2 &ASCE7-10, Ch.20 Site Class = C Seism is Importance Factor perASCE 7-10 Table 1.5-2 le= 1.0 Spectral Response Acceleration (Short Period) %= 1.270 Spectral Response Acceleration (1-Second Period) St = 0.498 Spectral Design Response Coefficient (Short Period) SDs = 0.847 g Spectral: Design Response Coefficient (1-Second: Period) SDI = 0.432 g Seismic response coefficient(s) Concrete Cs = Wood Framed Cs = 0.141 0.130 Redundancy Factor (North/South Direction) NIS mo= 1.3 Concrete, 1.0 Wood Framed Redundancy Factor (East / West Direction) ENV mo= 1.3 Concrete, 1.0 Wood Framed - Base shear governed by: Seismic Seismic Analysis procedure used: Equivalent Lateral Force (ELF) SNOW LOAD: (1) Flat RoofSnow Load, (PSF) Piz 25(2) Snow Drift Loading required by Authority Having Jurisdiction? No Snow Load Importance Factor I s = 1.0 (3) 1) Snow Load 'isun-reducible and includes 5 psf rain -on -snow surcharge where ground snow load is greaterthan zero and 20 psf or less perASCE 7-1OSection 7.10. 2) Snow Load based on WABO/SEAW WNte Paperin ll. -Lying Puget Sound Basin, ASCE Fig 7-1. 3) Snow Load Importance Factor per ASCE 7-10 Table 1.5-2. DESIGN LIVE AREA LIVE LOADS REMARKS & FOOT - .LOADS (PSFIUNO NOTES See structural loading plans for area loads and line loads. Loads listed below are for miscellaneous items. _ Handmils & Pedestrian Guardrails 50 PLF or (1) 200 LB Stairs & Exits 100 PSF or Stair treads per note 300 LB (2) Vehicle Barrier 60001bs Applied horizontally at both 18" and 27" above the level (3) Lobbies 100 2000 the, (Movable seats) Corridors at First Floor 100 Corridors above first Floor -- Same as occupancy served Residential 40 Balconies & Decks -- Same as occupancy served Parking Garage- Passenger Vehicles only 40 3000 lb wheel (4) Gymnasium, Ballrooms 100 Includinginteriorbal- conies Mechanical Rooms: 150 L' ht Store eAma m 9 125 Roof Decks/Gardens/Assembly 100 Live load is separate from landscape mate - dais Live load in unoccupied landscaped roofs 20 Per IBC 1607.12.3.1 Loading. Docks: 250 8000 lb wheel load (4) Driveways, sidewalks and yards subject to 250 8000 lb wheel load (4) Trucks (1) Top rail shall. be designed to resist 50 PLF line load or 200 lb point load applied in any direction at any - -point Intermediaterails(all those except the handrail), balusters and panel. fillers shall be designed to 'withstand ahorizontally applied normal load of50 LB on: an areanot to exceed l ft.square. These three loads are to be considered separately with worst case used for design. (2) "Place 300lb concentratedload over 2"x2"area at any point to produce maximum stress. Area Ioad and concentrated: load are to be considered separately with worst case used for design.. (3) Need not apply concurrently with other handrail and guardrail loads; applled over not more than 1-square. foot. (4) Apply concentrated wheel load over 4-1/2"x4-1/2" square area. DESIGN DEAD BIDDER DESIGN. DEAD LOADS REMARKS -& FOOTNOTES LOADS (PSF) UNO Wood Tie -Down System- As Noted on Shear Wall Key Plans Gyperete Topping 1-1/4" perArohitect SUBMITTALS SUBMIT FOR REVIEW. SUBMITTALS of shop drawings, and product data are required for itemsnoted in the individual materials sections and for bidderdesigned elements SUBMITTAL REVIEW PERIOD: Submittals shall be made in time to provide a minimum of TWO WEEKS or 10 WORKING DAYS for review by the. Architect/Engineer prior to the onset of fabrication. GENERAL CONTRACTOR'S PRIOR REVIEW: Prior to submission to the Architect/Engineer, the Contractor shall review the submittal for completeness. Dimensions and quantifies are not reviewed by the SER, .and therefore, must be verified by the General Contractor. Contractor shall . provide any necessary dimensional details requested by the Detailer and provide the Contractor's review stamp and signature before forwarding to the Amhitect(Engineer. SHOP DRAWING REVIEW: Once the contractor has completed his review, the SER will review the submittalfor general conformance with the design concept and the contract documents of the building and will stamp the submittal accordingly. Markings or comments shall not be construed as relieving the contrac- tor from compliance with the project plans and specifications,. nor departures there from, The SER will return submittals in the form the are submitted: in either hard co or electronic)., For hard co submittals the Y (. of ) PY contractor is responsible .for submitting the required number of copies to the SER for review. SHOP DRAWING DEVIATIONS: When shop drawings (component design drawings) differ from or add to the requirements ofthe structure[ drawings they shall be designed and stamped by the: responsible SSE. DEFERRED SUBMITTALS BIDDER -DESIGNED ELEMENTS Submit "Bidder -Designed" deferred submittals to the Architect and SER for review. The deferred submittals shall also be submitted to the city for approval, if required by the city. Design of prefabricated, "bidder designed", manufactured, pre-engineered, or other fabricated products shall be comply with the followingrequirem ants: 11 Design considers tributary dead, live, wind and earthquake loads in combinations required by IBC. 2) Design within the Deflection Limits noted herein and as specified or referenced in the IBC. i3) Design shall conform to the specifications and reference standards of the governing code. 4) Subm trial shallinclude: a. Calculations prepared, stamped and signedby the SSE. demonstrating codeconfoan- ance. b. Engineered component design drawings are prepared, stamped and signed by the SSE'. c. Productdata, technical information and manufacturers written requirements and Agency approvals as applicable. d. SSE may submit to the Architect/Engineer, a request to utilize relevant alternate design criteria of similar nature and generally equivalency which. is recognized by the Code and acceptable to the Authority Having Jurisdiction. Submit adequate documentation of de- sign. DEFLECTION LIMITS FOR SSE / VERTICAL LIMIT BIDDER DE- SIGNED ELE- MENTS: Roof Members, Dead + Live or Snow or Wind, Total Load (TL) Deflection L / 240, where (L is -.span length, inches) Roof, Live or Snow or Wind Load (RILL) L / 360 Operable Partition Support Members L/600or'%<"maximum HORIZONTAL LIMIT and FOOTNOTE. Members Supporting Brittle Finishes L/240 it) Members Supporting Flexible Finishes L/180 (1) - Members Supporting Masonry L f 600 @ Cladding Wind or 0.7E (1)... (1) Wind. Load is reducible to 0.42 times the Component and Cladding Loads per Table 1604.3 footnote f GENERAL CONTRACTOR'S PRIOR REVIEW: Once the contractor has completed his review of the, SSE component drawings, the SER will review the submittal for general conformance with the design of the build- ing and will stamp the submittal accordingly. Review ofthe Specialty Structural Engineers (SSE) shop draw- ings (component design drawings) is for compliance with design criteria and compatibility with the design of the primary structure and does not relieve the SSE of responsibility for that design. All necessary bracing, ties, anchorage, proprietary products: shall be famished and installed per manufacturer's instructions or the SSE's design. drawings and calculations. These elements include but are not limited W. • .Bolt -on Decks • Steel Stairs • Handrerls, Guardrails and. Balcony RaifAnchorages • Metal Deck Edge Forms Window Washing System Tie -down Anchorage • -Wood Hold-down Systems • Reshoring for PT Slabs INSPECTIONS, QUALITY ASSURANCE VERIFICATIONS AND TEST REQUIREMENTS INSPECTIONS: Foundations, footings, under slab systems and framing are subject to inspection by the Building Official In accordance with IBC 1103. Contractor shall coordinate all required inspections with the Building Official. f SPECIAL lNSPECTIONS'4VERIFICATIONS and TESTS: Special Inspections, Verifications and Testing '•-shall tie d`onetn'accordance with IBC Chapter 17 and the STATEMENT OF SPECIAL INSPECTIONS herein per IBC Sections 1704 and 1705, including 1705.11 and 1705.12 for seismic, resistance for projects in Seis- mic Design Categories C, D; E and:F as applicable. SPECIAL INSPECTION AGENCY and SPECIAL INSPECTORS:. Owner shall retain a-WABO accredited Special Inspections agency to provide Special Inspections for the project. Special Inspectors shall be quali- fied persons per IBC 1704.2.E STATEMENT- OF SPECIAL INSPECTIONS. Special Inspections and Testing per IBC Sections 1704 and 1705 are. required for the following: FABRICATION SHOP INSPECTION: Where off -site Fabrication of gravity LOAD BEARING MEMBERS & ASSEMBLIES. is performed., Special Inspector shall verify that the fabricator complies with IBC 1704.2.5 SOILS & FOUNDATION CONSTRUCTION per IBC Section 1705.8 • Periodic inspection of soils earthwork per Table 1705.6 is required for: o Footing soil bearingsurfaces pdorto placing any reinforcing steel o Excavation depth and bearing layer prior to placing any reinforcing steel. o Compacted fill material classification. o Subgrade preparation priorto filling.. • Continuous inspection per Table(s) 1705.6,.1705.7 and 1705.8 required for:. o Filling operations to satisfy requirements of IBC Table 1705.6 and the geotechn)cal report listed under SOILS & FOUNDATIONS section. o Compacted fill density testing of each lift; proper lift thickness and material classification. CONCRETE CONSTRUCTION per IBC Section 1705.3 and Table 1705.3 including: • Periodic inspection required for: o Size & placement of all reinforcing steel and PT tendons prior to the pour. o Placement clearances around reinforcing steel. and PT tendons: at embedded, conduit.. o Placing & size of cast -in -place bolts and embedded fabrications prior to the pour. o Shape; location&dimensions ofinembem formed-... o Use of the required design: concrete mix. o Maintenance ofspecified curing temperature and.techniques., o Verification of in-sku concrete strength pdorto removal of shoresand forns from beams and structural slabs. o Verification of in -situ concrete strength prior to stressing of PT tendons. • Continuous inspection required during the: o Placing of reinforced concrete, including concrete on metal deck forproperapplication tech- niques, o Placing ofconcrete around cast -in -place bolts and embeds. o Sampling of fresh concrete. o Determinationsof slump, air content and temperature. o Grouting operation ofpost-installedbolts or repar dowels; o PT Tendon stressing. SHOTCRETE CONSTRUCTION, per IBC 1910 including: • Continuous inspection required during the: o Shotcrete placement for the preconstmction test panel (if required by the AHJ or theEOR):. o Taking of core specimens for construction specimens: o Placing of all production shotcrete. STRUCTURAL MASONRY. per IBC Seaton 1705.4.and: 1705.12 LEVEL B - MASONRY CONSTRUCTION perTMS 402-I 1/ACI 530-11/ASCE 6-11 Section 1.19.2: • Periodic inspection required for: o Size,, grade, placement and type of reinforcing steel and; Connectors • Proportions of site -prepared mortar o Construction ofmortar.joints o Cleanliness ofgtout spacepriorto:grouting o Cleanout size andspacing ncleanouts are required for high -lift grouting o Size andlocation of structural elements a Type; size, and location of anchors, including otherdetas ofanchorage of masonryto:struc- tural members, frames, orotherconstruction a Protection ofmasonryduring cold weather (temp,:below 40 degrees F) o Protection of masonry during hot weather(temp.above' 90 degrees F)... o Compliance with required inspection provisions of the construction documents and the ap- proved submittals. o Observation ofgrout specimen, mortarspecimen and/ar prism preparation. • Continuous inspection requiredduring/for the: o Continuous inspection of welding of reinforcing bars.: STRUCTURAL STEEL per IBC 1704.2.5.1 ,A qualified Special Inspector of an "approved agency" providing Quality Assurance (QA) Special Inspec- tions :for the project shall; review and confirm the Fabricator and Erect6es Quality Control .(QC):proce- dures for completeness and adequacy relative to AISC 360-10 Chapter N, the AISC 303Code of Stand- ard:Practice, AWS D1.1-2010 Structural Welding Code, and 20.12.IBC code requirements for the fabrica- tor'sscope ofwork: - Waiver of Special Inspection - Fabrlcator:Approval Verification per IBC Section 17042.52: Spe- cial inspections at the Shop maybe waived Where Fabricator has been audited for Quality Control. by an approved inspection agency and is currently r`egistated or otherwiseaccepted by the Authority. Having' Jurisdiction (AHJ): per IBC 1704.2,52 to perform both Quality: Control (QC) and Quality Assurance (QA) inspections. Fabricator is approved to perform fabdcation without Special Inspections and shall at the completion of fabrication Provide a "Certificate of Canpiiance" to the Authority Having Jurisdiction stating' that the work was performed in accordance with the approved Construction Docum ants; o- CIA Agency providing Special Inspections shall providepersonnelmeeting the minimum qualification requirements: for Inspection and Nondestructive, Testing NDT perAISC-380-10 Section N4. o Verify Fabricator and Erector Quality Control Program perAISC 360-10 Section N2. o Visual Welding Inspection of welds by both QC and CA personnel shall. be per tables listed. in AISC:380 Section N5. p Inspection Tasks for Welding. • Prior to Welding per AISC 360-10 Table N5.4-1., • During Welding per AISC 30D-10 Table N5.4-2._ • After Welding per AISC 360-10 Table N5.4-3. o Nondestructive Testing(NOT) of wields:. • Non Destructive Testing.(NDT) of welded joints perAISC 36D-10 N-5 • Risk Category, for determination of extent of NDT perAISC 360 N5.510 is noted in, the Design` Criteria and Loads section of these Genere%Requirements.. • NOT performed shall be documented and reports shall tderify the tested weld by piece mark and location in the piece. • For field work, the NDT report shall identify the tested weld by location in the_stmc- ture, piece mark and location in'the prate., o Inspection Tasks far Bolting, perAISC 360-10 Section N5.6 Prior to Bolling pet AISC:360-10 Table N56-1. Not required for snug -tight joints. During Bolting per AISC'360-10 Table 1,15.6-2. Not required for snug -tight joints. • After Bolting per AiSC360-tO Table,N5.6-3. - o. Additional Inspection tasks perAISC 360-10 Section N5.7.. o Inspection for Composite Construction shall be,done per AISC 360710:Section N6. WOOD CONSTRUCTION perlBC Section 1705.5, 1705.101.& 1705.11.7. • Periodic inspection required for verification of: o :Shear Walls: Anchor Bolts, Hold-downs (H D) and Continuous Rod Tie -Down Systems (TDS) including squash blocks, LPT shear connectors, strap connectors, boundary edge -nailing,, platenailing and panel edge shear nailing for eze & spacing. o Diaphragms: blocking, strap connections, boundary edge: and panel shear nailing size & spacing. o Moisture content of wood studs,:plates; beams and joists. o Proper bottom plates sizes (2x and 3x) and plate washers. o Roof truss'huricane blips. POST -INSTALLED ANCHORS TO CONCRETE ANDMASONRY: shall comply with iBC Section 1703. Inspections shall be: in accordance With the requirements setforth in the approved (CC ;Evalualion:.Re- port and as indicated by the design requirements speclfred on the drawings. Refer to the POST IN- STALLED ANCHORS section Hof thesemotes for anchors that are the basis ofthe design.. Special inspec- tor shall verify anchors are as specified in the POST INSTALLED ANCHORS section of these notes: or asotherwise specified an the drawings. Substitutions require approval by the SER and require substanti- sting calculations and current 2012. IBC. recognized ICC Evaluation Services (ES)' ReportSpecial In- spector shall document in their Special Inspection Report compliance with each of the elements required within the applicable ICC Evaluation Services (ES)Report, 2 i W " D_ S 0 LL_ INSPECTION SUBMITTALS: Specialinspection reports shall be: provided on a weekly basis. Final, special. inspection reports will be required by each special inspection firm per IBC 1704.2.4. Submit Copies of all. inspection reports to the Archifect/Engineer and the; Authority Having Jurisdiction for review. STRUCTURAL OBSERVATION: Structural Observation shall be provided for: structures, classified as Sets- mic Design Category D, £ and F In accordance with IBGSection 1704.5 and :Section 10713.4. Structural ob- servation site visits will be as follows: during faundauon installation, during concrete shear wall construct-, prior to each unique, elevated floor pour, during wood framing, and after roof diaphragm is complete prior to roofing. Contractor shall notify the SER in a timely manner to allow scheduled Observations- to occur: Field (Observation) Reports Will be distributed to the Architect, the Contrector,:Special Inspector and the Authority Havfng Jurisdiction. - CONTRACTOR RESPONSIBILITY: Prior to issuance of the building permit,'the-Contractor is required to provide the Authority Having Jurisdiction a signed,m . written acknowledgeent of the Contractor's responsibili- ties associated with the above Statement of Special Inspections addressing the requirements listed in IBC Section 1704A Contractor is referred to IBC Sections 1705,11.5 and 1705.11-.6 for architectural and MEP building systems that be subject to additional inspections (based on the building's des'rgnatedSeismic Design Category listed in the CRITERIA), including. anchorage ofHVAC ductwork containing hazardous ma- terials, piping systems and mechanical units containing fiammable, combustible or highly toxic materials, electrical equipment used for emergency or standby power, exterior wall panels and suspended ceiling g p g� B tems. tL �cr,-.I A. wii, AUG 19 7ntg L9UIJIrN��OOEP/irilivrpYr CfrYOFEDMONOa 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com =DCI+SDC E n G I n E E F3 S• ONE POST STREET- SUITE 1050 SAN FRANCISCO, CALIFORNIA 94104 80 MBSITE �x r�xtldeigLre 7 ®Capyn'ghI BB/ratio R cn rnnrcrsona Inc NI aghla .,1 PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC REVIEWED AUG 267010 Reviewed By: BECK & A A ES, PLLC W E ROisse 4/22/16 PERMITSET �8/18/16 PERMIT SET REV 2 PRgECi nRECTOR JB P T MNlNC£A DL PRUECT atmlTeci - KA, JR PRDECT TFNI MEMBER WEq< ENDNfat .S'cV'cS� OF A HR't1Ji m `"n. 407e9 nceu. teM%`� 7QVAL` STRUCTURAL GENERALNOTES .-T Ne. 14081-0137 r 9Ar f�;� APRIL 22MOB PRO.ECr Nu 1 PA G26� �C Py ,tc5 P� �r K�P5S0 SNEET NIIMLLD� S1.0 O SET NpPOW65od HALLER ARCHITECTS LLC PREFABRICATED CONSTRUCTION: All prefabricated construction shall conform to IBC. Section 1703 SOILS AND FOUNDATIONS REFERENCE STANDARDS: Conform to IBC Chapter 18 "Soils and Foundations. GEOTECHNICAL REPORT: Recommendations contained in Geotechnical Engineering Repo4 Ednarros Post Office; Edmonds,. Washington, RN File No. 2656.001A; prepared by Robinson. Noble.Engineersand dated February 22, 2011 were used for design. CONTRACTOR'S RESPONSIBILITIES: Contractor shall be responsible to review the Geotechnical Report and shall follow the recommendations specifiedtherein including, but not limited to, subgrade preparations, pileinstallation procedures, ground water management and steep slope Best Management Practices." GEOTECHNICAL SUBGRADE INSPECTION: The Geotechnical Engineer shall inspect all sub-gradesand prepared soil bearing surfaces, prior to placement offoundation reinforcing steel and concrete. Geotechnical Engineers shall provide a letter to the owner stating that soils are adequate to support the'Allowable Foun- dation Bearing Pressure(s)"shown below. Assumedvalues shall be field verified by the Building Official or the Geotechnical Engineer prior to placing DESIGN SOIL VALUES: Safety Factor per Soils Report ........................................ 1.5- Allowable Foundation Bearing Pressure ......................... 6,000- PSF-Native Passive Lateral Pressure.... ............................... 250 PSF/FT Active Lateral Pressure (unrestrained) ............................ 35 PSF/FT Active Lateral Pressure (restrained) .............................. 55 P$F/FT Seismic Lateral Pressure (active) ............. ......... 6.2H PSF 1 Seismic Lateral Pressure (at-rest)„..................„0 ............. 20AH PSF Coefficient of Sliding Friction ................................. ......... 0.30 FOUNDATIONS and FOOTINGS: Foundations shall bearon either on competent native soil or compacted structural fill as per the geotechnical report. Exterior perimeter footingsshall bear not less than 18 inches below finish grade, unlessotherwise specified by the geotechnicalengineer and/or the building official. FOOTING DEPTH: Tops M footings shall be as shown on plans with vertical changes as indicated with steps in the footings;. locations of steps shown as approximate and shall be coordinated with the civil grading plans to ensure that the exterior perimeter footings bear no law than 18 inches below finish grade; or as oth- erwise. indicated by the geotechnical engineer or building official. SLABS -ON -GRADE: All slabs -on -grade shall bear on compacted structural: fill or competent native soil, per the geotechnical report. All moisture sensitive slabs -on -grade or those subject to receive moisture sensitive coatmgs/covering. shall be provided with an appropriate capillary break and rvapor barrier/retardant over: the subgrade prepared and installed as notedin the geotechnical report, harder manufacturers written recom- mendations and coordinated With the finishes specified bythe Architect. CAST -IN -PLACE CONCRETE REFERENCE STANDARDS; Conform tot: (1) ACI .301-10'Specifications for Structural Concrete' (2) IBC Chapter 19 "Concrete" (3) ACI: 318-11/318R-11 "Building Code Requirements for Structural`Concmte" (4) ACI 117-10 "Specifications for Tolerances for Concrete Construction and Materials" FIELD REFERENCE; The contractor shall keep a copy of ACI Field Reference manual, SR15, "Standard Specifications for Structural Concrete (ACI 301) With Selected ACI and ASTM References CONCRETE MO(TURES: Conform to ACI 301;Section 4 "Concrete Mixtures" and ISO Section 1904.2. MATERIALS: Conform to ACI 301 Section 4.2.1 "Materials" for requirements for cementitious materials, ag- gregates, mixing water andadmixtures. SUBMITTALS: Provide all submittals -required by ACI 301 Section 4.1.2 Submit mix designs for each mix in the table below. Substantiating strength results from past tests shall not be older than 24 months per;A01 318 Section 5.3. TABLE OF MIX DESIGN REQUIREMENTS Member Type/Location Strength fe (psi) Test Age (days) Nominal Maximum Aggregate Exposure Class Max W/C Ratio Air Con- tent Notes (1 to 8-Typical LINO): Footings 4000 28 1" Cl: Exterior Slabs on Grade 8,Sidewalks 3000 28 1" - 0.45 5% Interior Slabs on Grade 3000 28 1" Cl 0.5 - - Mild Reinforced Beams & Stabs 6000- 28 1" - 0.45 - 9 PT Beams and Slabs 6000 28 W :C11 0.45 - 9 3000 stressing. PT Parking Beams & Slabs 6000 28 Y4" Ft, C1 0.40 5% 9 3000 stressing Interior Topping Slabs 3000 28 1" Cl 0.45 - - ExtedorTopping Slabs 4500 28 1" Ft, C1 0.45 5%. 9 Shear Walls 56 1. - -. - - Architectural/Exposed Building Walls - 28 i'A". , 0.45 _ - Shotcrete Walls N4000 26 ?/.". - OAO - - Basement Walls 28 1" -. 045 -. - Site RammingWalls 28 1"0.45Stem Walls $ Curbs 28 1`C1 0.45 5%columns 56 W - - - - Table of Mix Design Requirements Notes:' (1) WIC Ratio: Water-cementitious material ratios shall be based on the total weight of cementitious me- terials, Maximum ratios are controlled by strength noted in the Table of Mix. Design Requirements • and durability requirements given in ACI 318 Section 4.3. (2) Cementtious Materials: a. The use of fly ash, other pozzolans,.silica .fume, orslag: shall conform to ACI 318 Sections: 4.3.1 and 4.4.2. Maximum amount of fly ash shall be 25% of totalcementitious. content unless re- viewed and approved otherwise by SER. b. For concrete used in elevated floors, minimum cementitious-materials content shall conform to ACI 301 Table 4.22.1. Acceptance of lower cement content is conflngenton providing support-.: ing data to the SER for review and acceptance. a Cementitious materials shall conform to the relevant ASTM standards listed in ACI 318 Section 3.2.1. (3) Air Content: Conform to ACI 318 Section 4.4.1.. Minimum standards for exposure class. are noted in the table.. -If freezing and thawing class is not noted, :air content given is that requiredby the SER. Tolerance is 21-%%. Air content shall be measured at point of placement. (4) Aggregates shall contain. to ASTM C33. (5) Slump: Conform to ACI, 301 Section 4:22.2. Slumpshall be determined at point of placement (6) Chloride Content: -Contain to ACI 318 Section 4.3.1. (7) Non- chloride accelerator; Non -chloride accelerating admixture may be used in concrete placed at am- blent temperatures below 50°F at the contractor's option- (8) ACI 318, Section 4.2.1 exposureclassesshall be assumed to be FO, SO, PO, and CO unless different exposure classes are listed in the Table of Mix Design Requirements that modify, these base require- ments. (9) Shrinkage Limit: Concrete used in elevated slabs and beams shall have a shrinkage limit of 0.035%at 28 days measured in accordance with ASTM C157. Submit laboratory test results to SER for approval prior to construction. FORMWORK & RESHORING: Conform to ACI 301 Section 2 "Formwodk and Form Accessories., Removal of. Forms stall conform to Section 2.3.2 except strength indicated in Section 2.3.2.6 shall be 0.75 f c. Reshoring shall Conform to Section 2.3.3. In addition, mild reinforced (non post -tensioned) slabs shall be. continuously reshored for a minimum of 14 days following. placement of Concrete or 7 days after. concrete has reached 0.75 fe, whichever is longer. Contractor shall submit formwork removal and rashers installation procedure and drawings as applicable sealed by a professional engineer licensed In the state where the pro- ject is located for the SER's information. MEASURING. MIXING. AND DELIVERY: Conform to ACI 301. Section 4.3. HANDLING, PLACING, CONSTRUCTING AND CURING; Conform to ACI 301 Section 5. In addition, hot weatherconcre0n g9shall conform to ACI 305.1-06 and cold weather concretin shall conform to ACI 306.1- . 9 90.. CONCRETE SEALER: Concrete Slane sealer containing 40%solids shall be applied to the top surfaceof elevated slats exposed to weather and the top surface of elevated slabs used for parking ramps and packing decks -and extended up vertical surfaces twenty-four(24) inches. CONSTRUCTION JOINTS: Conform to ACI 301 Sections. 2.2.2.5, 5.2.2.1 and 5.3.2.6. Construction joints shall be locatedand detailed anon the construction drawings; Submit alternate locations per ACI 301 Sec- tion 5.12.3a for review and a approval b the SER two weeks minimum prior to formin Use Clan acceptable PP y P 9 P adhesive, surface retardant, poriland cement grout or roughening the surface is not required unless spec(fi- callynoted on the drawings: EMBEDDED ITEMS: Position and secure in place expansion joint material; anchors and other structural and non-structural embedded items before placing concrete. Contractor shall refer to mechanical, electrical, plumbing and architectural drawings and coordinate other embedded items. GROUT: Use 7000 psi non -shrink grout under column base plates. GROUTED REPAR: See Post -installed Anchors to Concrete. POST -INSTALLED ANCHORS to CONCRETE, Anchor location, type, diameter and embedment shall be as indicated on drawings. Reference the POST INSTALLED ANCHORS section for applicable Post -Installed Anchor Adhesives. Anchors shall be installed: and inspected in strict accordancewith the applicable ]CC Evaluation Service Report (ESR). Special inspection shallbeper the TESTS and INSPECTIONS section. LEAN CONCRETE: BACKFILL: Conform to recommendations of ACI 229R-99 "Controlled Low. Strength Ma- terials (CLSM)" for mixing and placing lean concretebackfill shown on the drawings. Use 100 psi mix: for backfill not under footings. Use 300 psi mix for backfill below footings. Use standard slump test to verify flow ability. Test in accordance with ASTM D 4832-10 "Standard Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test: Cylinders " SHRINKAGE: Conventional . and post -tensioned concrete slabs will continue to shank after initial placement and stressing of concrete.. Contractor and subcontractor shall coordinate jointing and interior material finish- es to provide adequate tolerance for expected structural frame shrinkage and shall include, but not be limited to: curtain wall, dryvit, storefront, skylight; floor finish, and ceiling suppliers. Contact Engineer for expected range of shrinkage.. FLOOR FINISHES: The contractor must provideand correctly install an isolation membrane and properly detailed expansion:joints to help minimize cracking of finishes with cementitious setting beds: or finish proper- ties (tile, stone, terrazzo, concrete topping, etc). The expansion joints shall be sized for an expected short- ening movementof0:01inches perfoot. CLADDING CONNECTIONS and SLAB SHORTENING: At the rime of installation, the cladding connection design shall accommodate a typical future vertical movement at each floorof %inch or L/800, whichever is greater, due to variable live loading and creep. This displacement will occur at the free end of cantilever beams and atmidspan ofedge slabs and beams. At the time of: installation, the cladding connections shall accommodate shortening of the slab edge inwards due to shrinkage and post -tensioning. Calculation of the amount of shortening Is the: responsibility of the. design construction team as a whole and shall be agreed upon in a preconstruction meeting.. The connec- tions shall also accommodate typical slab edge construction tolerance both inward and outward. The. amount of tolerance shall be defined by the general contractor and agreed to by the cladding designer and formwork subcontractor prior to the design of the connections. The cladding shall be installed to the proper design plan location. CONCRETE CRACK REPAIR AND MAINTENANCE PROGRAM: Concrete shrinks and continues to shrink for up to two years after construction and as a result, cracking will typically occur. These cracks do not typi- cally impair the integrity of the structure. However, DCI recommends a one-time crack repair and mainte- nance program be implemented for those slabs exposed towateror chemicals. The maintenance program shall consist of. • Inspectslabs and supporting members two years after construction Determine cracks in the structure to be repaired Repair cracks The total length of cracking can be estimated at 0.009feet of cracks per square feet of slab area. The owner shouldreserve funds for this one tima maintenance program, which is to take -place two years after the com- pletionof construction.. Even though cracking is normal and most often not structurally significant, when crackingoccurs during con- struction the contractorshall contact the Arohitect/Englneerfor review. The contractor should budget 0.004iit of epoxy injected crack repair per square foot of slab. STRENGTH TESTING AND ACCEPTANCE: Testing: Obtain samples and conduct tests in accordance with ACI 301 Section 1.6.3.2. Additional sam- ples may be required to obtain concretestrengths at alternate intervals than shown below. •. Cum 4 cylinders for 28-day test age Cure 6 cylinders for 28-day test age post -tensioned concrete. Test 2 cylinders at 2 or:days for post -tensioned concrete only, test 1 cylinder at 7 days, test 2 cylinders at 28 days, and hold 1 cylinder in reserve for use as the Engineer directs. After 56 days, unless notified by the Engineer to the contrary, the reserve cylinder may be discarded without be- ing tested for specimens meeting 28-day strength requirements. • Cute 5 cylinders for 56-day lest age. Test one at 7 days, one at 28 days, 2 at 56 days and hold 1 cylinder in reserve. for use as the Engineer directs. After 72 days, unless notified by the Engineer to the contrary, the reserve cylinder may be discarded without being tested for specimens meeting 56-daystrength requirements. • The number of cylinders indicated. above. reference 6 by 12 in cylinders. If 4 by 8 in cylinders are to be used, additional cylinders m ust be cured for testing of 3 cylinders at test age per the table of mix design requirements. Acceptance. Strength is satisfactory when: (1) The averages of all sets M 3 consecutive tests equal or exceed the specified strength. (2) No individual test falls below the specified strength by more than 500 psi. A "test" for acceptance is the average strength of two 6 by 12 in. cylinders or three 4 by 8 in.. cylin- ders tested at the specified test age: CONCRETE PLACEMENT TOLERANCE: Conform to ACI 117-10 for concrete placement tolerance. FLOOR FLATNESS and FLOOR LEVELNESS: All concrete slabs (including slabs on grade)shall have a minimum. Floor Flatness (FF) of 20 as measuredin accordance with ACI 117. Concrete slabs that will re calve wood: flooring shall have a minimum FFof 35. All concrete slabs on grade shall have a minimum Floor Levelness of 20 as measured. in accordance with ACI 117, OVER -FRAMING / STRUCTURAL FOAM FILL /RIGID INSULATION FOAM FILL: Structural foam fill /. rigid insulation as shown o e drawings - r s on d van s shall be InsulFoam GF b Insul 9 9 I Y Foam LLC Engineered EpS, Type ASTM 06817, or approved equal. Provide in locations and thicknesses indicated on plans, Minimum Required Foam Properties are; Foam Type, InsulFoam EPS19; Density, 1.15- pcf; Compressive Resistance, 5.8 psi (at 1% deformation), 13.1 psi (at 5% deformation), and: 16.0 psi (at 10%deformation). CONCRETE REINFORCEMENT REFERENCE STANDARDS:. Contain to: (1) ACI 301-10 "Standard Specifications for Structural Concrete", Section 3 "Reinforcement and Rein- forcement Supports." (2) ACI SP-66-04 "ACI Detailing Manual" including ACI 316-99 "Details and Detailing of Concrete Rein- forcement" (3) CRSI MSP-09; 20" Edition; "Manual of Standard Practice. (4): ANSIIAWS DI A "Structural Welding Code - Reinforcing Steel." (5) IBC Chapter 19-Concrete. (6) ACI 318-11 "BuildingCode Requirements for Structural Concrete."- (7) ACI 117-10 "Specifications forTolerances for Concrete Construction and Materials" SUBMITTALS: Contain to ACI 301 Section 3.1.1 "Submittals, data and drawings." Submit placing drawings showing fabrication dimensions and locations for placement of reinforcement and reinforcement supports. MATERIALS:. Reinforcing: Bars................................................ASTM A615, Grade 60, deformed bars. Weldable Reinforcing Bars - - ASTM A706, Grade 60, deformed bars. Smooth Welded Wire Fabric...............................ASTM A185 Deformed Welded Wire Fabric............:...............ASTM M97 Bar Supports ......................................................CRSI MSP-09; Chapter 3 "Bar Supports." Tie Wire............................................................ :16.gage . or heavier, black annealed. Stud Rails...........................................................ASTM A1044 Headed Deformed. Bars......................................ASTM A970 EARTHQUAKE REQUIREMENTS: Longitudinal Bars in shearwalls and coupling beams of shear walls shall conform to ASTM A706,. grade 60 or shall conform to the following requirements: (1) Welding: Welding is not permitted except as specified in the drawings. Weld in accordance with AWS D1.4. (2) Mill Tests: Submit mill Certificates indicating physical and chemical properties. (3)- Yield Strength: Actual yield strength, based on mill tests, does not exceed thespecifiedyield strength by mom than 18,000 psi. (Retests shall not exceed this value bymom than an additional 3000 psi.) (4) Ultimate Strength: The ratio of the actual tensile strength to the actual yield strength is not less than 1.25. FABRICATION: Conform to ACI 301, Section 3.2.2. "Fabrication", and ACI SP-66 "ACI Detailing Manual." WELDING: Bars shall not be welded unless authorized. When authorized, conform to ACI 301, Section 3.2.2.2. "Welding", AWS DI A, and provide ASTM A706, grade 60. reinforcement. PLACING: Contain to ACI 301, Section 3.3.2 "Placement." Placing tolerances shall conform to ACI 117. CONCRETE COVER: Conform to the following cover requirements unless noted otherwise in the drawings. Concrete cast against earth ............:...:...........3" Concrete exposed to earth or weather ..............__' Ties in columns and beams. ............::.................11-W Bars in slabs........................................:...............N. Bars in walls........................................... ............%" SPLICES: Conform to ACI 301, Section 3.3.2.7,'Splices". Refer to 'Typical Lap Splice and Development Length Schedule" fortypical reinforcement splices. -Refer to "Column Vertical Reinforcing Splice Schedule" and "Shear Wall Reinforcing Splice Schedule" for those specific elements. Splices indicated on individual sheets shall control over the schedule. Mechanical connections maybe used when approved by the SER. For reinforcing within the lateral system (shear walls) and reinfoming. connecting the diaphragm slab to the. lateral system, mechanical splice strength is increased to develop. 100 percent of the specified tensile strength of the splices oar. STUDRAILS; Where studrails are indicated on the drawings the followingsystemsare acceptable. Studmiis (also referred to as punching shear resistor rails) shall conform to ASTM A1044 and be fabricated and in- stalled in strict accordance with the applicable ICC-ESR report and manufacturers Instructions; using chairs provided by the manufacturer to position rails at the proper height. Submit current manufacturers data and [CC ESR report of altematesystems to SER for approval. 1. Decon"Studmils"-ICCESR-2494 2. Conco Companies Headed. Shear Stud(PSR) Reinforcement Assemblies -ICC ESR-3317&,3619 FIELD BENDING: Conform to ACI 301 Section 3.3.2.8., "Field Bending or Straightening." Bar sizes #3 through #5-may be field bent cold the first time. Other bars require preheating. Do not twist bars. Bars shall not be bent past 45 degrees. TYPICAL CONCRETE REINFORCEMENT: Unless noted on the plans, concrete walls shall have the follow- ing minimum reinforcement. Contractor shall confirm minimum reinforcement of walls with SER prior to re- barfabrication. TABLE of MINIMUM CONCRETE WALL REINFORCING. Wail Thickness HORIZONTAL Bars VERTICAL Bars Location 6" #4 0 12" OC #4 @ 12" OC center in wall 8" #5 @ 12" OC #5 @ 12" OC i center in wall 10" #4 @ 16" OC EF 94 @. 16" OC EF EF = each face 12" #4 @ 12" OC EF #4 @ 12" OC EF EF = each face SHOTCRETE REFERENCE STANDARDS: Conform to:. (1) IBC Section 1910 "Shotcrete'; "Specification (2) ACI 508.2-95 for Shotcrets"„ 6 (3) ACI 50SR-05 "Guide. to Shotcrets", d (4) ACI 301-10 "Specifications for Structural Concrete." SUBMITTALS S Submitshop'.dmwings forreview including: g (1) Proposedmix design shown below. Include data required by ACI 506.2 Sm. 1.5"Submittals" 5 (2) Preconstruction test panel results. After shooting; the special inspector shall submit core evaluation reports. to insure that proper.. rebar encasement and nuzzling: techniques have,been achieved. (3) Construction test specimen results. The special nspectorspallsubmit core strength reports, MATERIALS: Conform to ACI.506.2 Sec. 2;'Materials" for Cement; Aggregate, Reinforcement, Water; Ad- mixtures and Curing.. Materials. REINFORCEMENT:-0onfonn to IBC Sec,: 1910.4"Reinforcement"and CONCRETE REINFORCEMENT 3 section this sheet:. - s $ u SPLICES: Conform to ISO Sec. 1910A.3, "Splices"j fornon-contact lap: splices. PRECONSTRUCTION.TESTS; Prepare. preconstruction test panels; as defined by the SER,for. each pro- i posed mix design and nozzelman in accordance with IBC, See 1910.5 "Preconstruction Tests" and-ACI.6062 -Sec. 1.6.1 "preeonstmetion Testing! Test panels will be cored at the most Congested reinforcing and evalu- ated by the. testing. labmtory. Each nozzelman mustpass the evaluation before proceeding with the work. CC W CONSTRUCTION TESTS: Conform to ISO Sec- 1910.10 "Strength Tests" -and ACI 506.2 .Sec. 1.6.2 e - Ila "Construction Testing": Take core specimens far each 50 cu yds, placed but not less than once each shift. The cores may be taken from the actual construction work or sample panels shot during the course of work. rr Location of cores taken from: actual construction work most be approved by the SER prior to commencing Q work. Sample panels shall be at least 12"x12"x7-1/4.Three cores shall be taken from eachsample panel ILL € and the cores may be either field cured ortaboratory cured- Laboratory cured samples shall have an average strength equal to or greater than fc with no individual sample breaking atless than 0.75 fe'. field; cured samples shall have an average strength drat least.65 to with no individual samples breaking at less than 0.75 fc. CONSTRUCTION: Conform to'IBC-$ec. 1910 and ACI 506.2 Sec. 3 "Execution" for Examination, Belching and Mixing, Surface Preparation, Joints; Alignment Control, Application, Finishing, Hot Weather, Cold Weather, Protection, Curing, and. Tolerances. Thai contractor shall adhere to the following weather related precautions'; Ensure materials and surroundingair tompetature:maintai red at minimum 40 degrees Fahrenheit prior to, during: and 7days after completion of work, • During. freezingor near freezing weather, provide. equipment and cover to maintain minimum 40 de- grees Fahrenheit to protect workcompletedor work in progress. • Suspend operations during high winds, rainy weather, or near_ freezing temperatures when work can- not be protected INSPECTIONS & ACCEPTANCE: Conform to ISO Seca 1910.10.3 "Acceptance Criteria'" Provide "Special Inspections" during construction and "Visual Examination" when Work is complete. Confomi to ACI 506:2 Sec-1.9 "Acceptance." REFERENCE STANDARDS: Conform. to (1) ACI 301-10 "Specifications for Structural Concrete; Sec: 9:"Prestressed: Concrete:' (2) PTI "Specification for Unbounded Single Strand Tendons", 2"d£dition (2000) (hereafter designated "PTI Specification"). SUBMITTALS: Conform to ACI 301 Sec:3.1.1 "Submittals. Data, and Drawings:Submit the following. items for review:. (1) Coordination Drawings: Submit drawings showing size and location of all; slab penetrations, blackouts, conduit, embeds and other items which may affect tendon placement. (2) Shoo Drawings: Submit shop drawings in accordance with ACI 301 Sec. 9.12.1 "Drawings:' Include the followingintimration: tendon support heights and :chair sizes; location and profile of tendons throughout their length; size, location,: details, materials and stress grade (Where applicable) of ten- dons and accessories, including anchorages, stressing pockets, and couplers; jack clearances; jacking procedures; stressing sequence; initial tensioning forces, tendon elongation; details of reinforcing steel to prevent burstingandspatting; tendon tnmmingproceduresand details or capping procedure' duct properties including size; material; thickness and support spacing. PT shop drawings shall be stamped by a structural engineer. registered in the State of Washington. (3) Stressing Records: Conform to PTI. Specification,.Sec.1.5,7 "Stressing Records." Submit -for review. The special inspector shall complete all: stressingrecords: (4) Mill Test Reports: Conform to PTI: Specification Sec. 1.5.1. Provide certified mill test reports foreach coil orpack: of strand. Contractor shall keep reports on file for duration ofproject (5) Anchorages and Couplers: Conform. to PTI Specification Sec. 1.5.2., Oontractor to keg reports on file P p for the duration of the project. (6) Sheathing and P-T Coating: Conform.to PTI Specification See.,1.5.3 and. 1.54e. Contractor to keep reports on file for the duration of the project (7) Calculations: Submit calculations prepared bya,SSE indicating the force: provided, the specified. pre- stressing losses, the final working stresses and the stressing sequence. The design shown in the drawings: is. based on a final effective.fome in each tendon. of 26.8 kips:. POST -TENSIONING MATERIALS FOR ENCAPSULATED SYSTEMS: The following. materials shall be un- less noted otherwise on the drawings.. (1) Strand: ASTM A416, Grade 270, W diameter,, low relaxation type. Conform to. PTI Specification, Sec. 2.1 "Prestressing Steel." Strands shall originate from:a FTl certiled plant. (2) Sheathing: Contain to PTI Specification Secl.2.3"Sheathing;": includingsection2.3.5 "Aggressive En- vironments." (3)Anchoraaw & Couplers: Conform to PTI.Specification. Sec, 2.2"Anchorages: and Couplers", including Sec. 2:2.6 "Anchorages and Couplets in Aggressive. Environments." Provide grease caps for all an- chorages at a[[ stressing ends. Tendon anchorages and couplings shall be designed to develop static and dynamic strength requirements of Section 2.2.1.1 and Section 22.1.2..:Castings shall be nonpo- rous and:free of sand, blow holes, voids, and other defects. Provision shall be:,made for plastic; cap to fit tightly and seal barred end on stressing side of anchor. Beating side ofanchor casting shall. have provision. for plastic sleeve, which shall prevent moisture leaks into anchor casting or tendonsheath- ing. For wedge type anchorages, wedge grippers shall be designed to precluded premature failure of prestressing steel due to notch or pinching effects under static and dynamic test load conditions per Section 2.2:3, for low. relaxation prestressing steel materials. Component pans from different manu- factumm shall not be used without substantiating test data. (4) Repair Tape: Contain to PTI Specification Section 3.2.5. (5) Anchor Cap: Grease caps and clearlmonslucent greased trumpets (or the zero void system by General Technologies Incorporated (GTI)or approved: equivalent) at the:P-T anchors shall be used to provide watertight connections between the P-T sheathing and anchors:. (a) Stressing End: Plastic cap shall fit tightly; covering' stressing and of barrel and Wedges, and shall be fitted with sealing device. Cap shall allow minimum 1-11/.":protrusion ofstrand beyond wedges. (b) Intermediate Stressing Ends: Plastic cap similar to above, shall be used with exception. that cap shall be: open to allow passage of strand with minimum 31e chimney extension of cap.. (a) Coating Material: Wedge area and plastic cap shall be cornpletely filled with same grease used along length of strand„ (6) Sleeve and Grommet: A grease filled plastic sleeve :shall beused on bearing sideof. anchor casting which will. prevent moisture, leaks into anchor casting or tendon sheathing. Plastic. sleeve shall be mini- mum 10" long, A grommet shall beused at stressing ends; split grommet at intermediate stressing points; to prevent moisture leaks into anchor casting or tendon sheathing. REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATES, PLLC RESUS AUG 19 2016 a�i CT'NOM 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscotti@gmail.com =DC1+SDC- E n G I n E a R S. ONEPOSTSTREET"SUITE 1050 SAN FRANCISCO, CALIFORNIA 94104 © ,,dg4t 08/20 6 g'A & 0om Inc Al µgale Reserved PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC - _.Cs 4/22/16 PERMIT SET �8/18/16 PERMIT SET REV 2 JB DL pECi ARg111EM ' KA, J R P -T - .... 'Ct2cS� 0@ WASy�f�. 7yaf, m 407e9 • hiMAl. t'S�T `� IO AL r. STRUCTURAL GENERALNOTES -in Nm 14081-0137 oAx APRI L 22, 20 j$ ,te qp PRp.ECT 11- PA R iPjES P11C sxm xuNam & 6ECK S1.O1 ■ SET HALLER ARCHITECTS LLC CORROSION INHIBITING COATING:. Conform: to PTI Specification Sec. 2A "P-T Coating:' OTHER MATERIALS: Conform to notes for CAST -IN -PLACE CONCRETE and CONCRETE REINFORCE- MENT sections_, except all admixtures shallbechloride free unlessapprovedby the Engineer. PRE -CONSTRUCTION MEETING:. the contractor shall Emerge a pre -construction meeting. The contractor, .structural engineer -of -record, subcontractors involved with the post -tensioning work, the Building Official and representatives of the special inspection agency shall attend this meeting. HANDLING, STORAGE: SHIPPING: Conform to PTI Specification Sec. 1.6.2 and 1.7. INSTALLATION REQUIREMENTS: Conform to PTI Specification Sec.3.2'Tendon Installation:' DRAPES: Place tendons parabolic between supports and conform to commilin points show. o the (1) ri p i Pp P 9P n n drawings unless noted. Dimensions shown on drawings locate the c.g. of the tendon from the bottom of slab or beam. Low points are at mid -span unless noted otherwise. (2) SUPPORTS: Tendons shall be firmly supported at intervals not to exceed 4 ft.to prevent displacement during placing bf concrete. (3) TENDON BUNDLES: Twisting or entwining of individual strands within: thebundle will not be permit- ted. (4) TOLERANCES: Vertical deviations in tendon location shall not exceed the following nor maximum cov- er deviations per ACI 117: a. t 1/4" for member thickness less than 8" b. f3/8" for member dimensions from 8' to 24" c. t1/2" for member dimensions mom than SHEATHING REPAIR: Conform to PTI: Specification Sec. '3.2.5"Sheathing Inspection." (1) Restore tendon grease coating in damaged area and 2 inchesbeyond each end of damage. (2) Place piece of longitudinally split tubing. around. greased tendon. Split tubing ovedap shall be on oppce site: sideof sheathing tear. Length of split tubing: shall extend past damaged area 3 inchesat. each end. Alternatively, use two pieces of overlapping slit sheathing. Align slits on opposite sides of tendon from each other. (3) Tape entire length of repaired area, spirally wrapping tape around repair to provide at least two layers of tape. Taping shall overlap repaired area by 3 inches at each end Before taping, repair'. area shall be dry and free of grease. CONCRETE PLACEMENT: Conform to PTI- Specification Sec.-3.3. TENDON STRESSING: Conform to PTI Specification Sec: 3A "Tendon Stressing." SCHEDULE:: Stressing shall be performed. within 96 hours of concrete placement unless approved by the Engineer:. SEQUENCE: Stress temperature tendons first, followed by uniformly distributed tendons, additional slab ten- dons, and then beam or banded tendons. Stress tendons in transfer beams with staged stressing sequence as specified per plan and details. SHORING: Shoring shall remain in place until tendons are stressed. Shoring at closure strips and pourstdps shall remain in place unfit concrete placed in closure strip has attained design strength. RESHORING: When reshoring is required, reference "DESIGN BY OTHERS" above in these notes. CONCRETE STRENGTH: Compressive strength of field -cured specimens shall be not less than 3000 psi at time of stressing. STRESSING JACKS: Conform to PTI Specification See. 3.4.1.3 "Stressing Jacks" and Sec 3A2 "Jack Cali- bration:' Provide calibration certificates with each jack. Contractor shall keep certificates on file for duration of project. ELONGATIONS: Conform to PTI Specification Sec. 3A.3 "Elongation Measurements." Measured eIonga- tions shall agreewith calculated values within +7%. Discrepancies exceeding 7%.shall be resolved with the Engineer priorto cutting and capping thetendons involved. TENDON FORCES: Forces during and after stressing shall meet the following criteria: Maximum Force at Jacking, ......r33.OKIPS Maximum Force at Anchoring ........ 28.9KIPS Minimum Final Effective Force ........ 26.8:KIPS TENDON FINISHING: Conform to PTI Specification Sec. 3.5'Tendon Finishing." Finishing shallbe complet- ed within 3 days ofacceptance of stressing records: CUTTING APPROVAL: Excess strand shall not be cut without approval of the Engineer. Transmit complete stressing reports to DCI-as soon as possible after stressing has peen completed.:: DCI will promptly review and indicate whether or not cutfing of tendons is acceptable. If all tendons are within tolerance, the contrac- tor may cut excess strand at their own risk before DCI approval Is received. Basic elongation tolerance-rs 27%from calculated. Out of tolerance tendons will be approved bythe on a one by case basis. CUTTING: Conform to PTI Specification Sec: 3.5.1 "General"Tendons may be cut by means of oxyacety- lene torch, abrasive wheel or hydraulic Shears. When using oxyacetylene cutting do not direct flame toward wedges. COATING & CAPPING: Where"encapsulated system" is: noted on the drawings conform to PTI Specification Sec. 3.5.2 "Aggressive Environments." Install the grease -filled plastic caps as soon as possible. .STRESSING POCKETS: Conform to PTI Spec. Sec. 3.5.3 "Stressing, Pockets.' (1) Preparation: Clean the inside surfaces of the pocket to remove laitance and grease., Coat inside sue .faces with a main bonding agentafter cleaning atlfire contractors discretion.. (2) ;Filling; Fill pockets with non-metallic non -shrink grout. Grout shall not contain chlorides or other chemr- ,cals deleterious to the Prestressing steel. EMBEDS AND FASTENERS: Embeds andinserts for support ofall non-structural elements, mechanical and other equipment shall be cast into the slab. Drilled or powder -driven fasteners will not be permitted. except as. noted below. Immediately before concrete is placed, the position of tendons shallbe marked on the forms witha material which leaves physical impression on theunderside of the slab. Congested areas shall be entirely marked off. Contractor's proposed method of marking tendons shall be submitted and reviewed. by SER and ar- chitect before starting construction. Note: there may.pe,areaswhere. marking of the slab is not allowed for architectural and or concrete cover reasons. Drilled -in concrete anchors and powder -driven fasteners shall be: placed a minimum distance equal to the slabthickness away frommarkedtendon locations. No anchors or fasteners shall be placed within a dis- tance of five times the slab thickness from the face of any column, Exception: Powder -driven fasteners with 5/8 inch maximum REINFORCED UNIT MASONRY REFERENCE STANDARDS: Conform to: 1) IBC Chapter 21"Masonry." 2) ACI 530-11/ASCE 5-111TMS 402-11 "Budding Code Requirements for Masonry Structures." Herein referenced as MSJC. 3) ACI 530.1-11/ASCE 6-11/rMS 602-11 "Specification for Masonry Structures." Herein referenced as MSJCA1 4) ACI SP-66 "ACI Detailing_ Manual" including ACI 315 "Details and Detailing. of Concrete Reinforce- ment 5), ANSI/AWS DIA"Structural Welding Code- Reinforcing Steel." SUBMITTALS: Conform to MSJC.1 Section 1.2. Submit shop drawings for review including: 1) Masonryreinforoement, size, layout, and grade in accordance with plans, 2) Material certificates for all Steel Reinforcing, Anchors, Ties and Metal Accessories certifying compli- ance with required strength, grade and ASTM standards. 3) .Mix. Designs for each Grout Mix indicating type and proportions of ingredients in of Pro- portion Specification. 4) Location of expansion and control joints. 5) Product Information, ICC ESR Reports and Material Certifications certifying compliance for all non- - pre -approved Post -installed Anchors. 6) Hot.and/or Cold weather construction procedures. 7) High Grout Lift procedures. STRENGTH: Theassumed compressive strength ofhe masonry assemblage; fin, is 150D psi based on IBC Section 2105.2.2.1.2 for concrete masonry and 2000 psi based on IBC Section 2105.2.2.1.1 for clay mason- ry MATERIALS: 1) ,Concrete Masonry Units: Conform to ASTM C 90, Type -I (moisture controlled), medium weight (approx. 115 PCF) units. Provide 1900 psi compressive strength to achieve masonry assembly strength indicated above, under STRENGTH. 2) Suitt -Face Concrete Masonry Units: Confom) to ASTM C 90, Type -I (moisturecontrolled), medium weight (approx 115 PCF) units. Provide 1900 psi compressive strength to achieve masonry assem- bly strength indicated above under STRENGTH. Units shall contain recommended amount of addi- tive"Dry-Block" or equivalent. 3) Mortar: Conform to ASTM C270, Type S, and IBC Section 2103.9 "Mortar." 4) Grout: Conform to. ASTM C476 and IBC Section 2103.13 Proportion Specifications. Use fine grout except coarse grout may be used where perm tried by MSJC Table 1.19.1. 5). Reinforcing- Bars: Cardona to ASTM A615, Grade 60 deformed bars and IBC Section 2103.14 un- less noted- otherwise.. Lap Splices shall be as noted on plans. Fabrication shall be in accordance with MSJC.1 Section 2.7. 6) Joint Reinforcement:. Conform to ASTM A951 and IBC Section 2103.14. 7) Anchors. Ties and Accessories: Conform to IBC Section 2103.14 and MSJC.1 Section 2AD. 8) Water Shall be clean and potable. 9) Admixtures: Admixtures shall not be used unless approved by SER 10) Post -Installed Anchors in MASONRY: Reference the POST- INSTALLED ANCHORS section for ap- plicable Post -Installed Anchors to Masonry. 11)-Second-Hand Units: Shall not be used unless approved by SER. QUALITY ASSURANCETm=1500 psi): Conform to IBC Section 2105 "Quality Assurance". I) Masonry Units A letter of certification from the manufacturer of the units shall be provided to the SER prior to the delivery of the units to the jobsite to ensure the units comply with the compressive strengthspecified above and ASTM C 90. 2) Mortar. No mortar testing is required. 3) -Grout: A letter of certification from the supplier of the grout shall be provided to the SER prior to de- livery of the:grout to the jobsrte to ensure that the grout complies with ASTM.0 476. DELIVERY. STORAGE AND HANDLING: Delivery, storage and handling of.materials used formasonry con- struction shall be per MSJC.1, Section 1.7. SPECIAL INSPECTION: Special Inspections shall be performed per the "TESTS AND INSPECTIONS" sec- tion of the STRUCTURAL GENERAL NOTES ANCHORS, TIES AND CONNECTORS: Masonry anchors, ties and connectors shall be as specified on structural drawings. Consult architectural drawings for masonry anchor ties not included on the structural drawings. EMBEDDED ITEMS: Embedded items and Accessories shall be in accordance with MSJC Section 1.15 and installed in accordance with MSJC.1 Section 3.3D. Position and Secure in place expansion joint material, anchors and other structural and non-structural embedded items before placing grout. Contractor shall refer tostructural, amhitectural,: mechanical, electrical, plumbing, etc. and coordinate all embedded items. POST -INSTALLED ANCHORS to MASONRY: Anchor location, type, diameter and embedment shall be as indicated on drawings. Reference the POST INSTALLED ANCHORS section for applicable Post -Installed Anchor Adhesives. Anchors shall be installed and inspected in strict accordance with the. applicable ICC Evaluation Service. Report (ESR). Special inspection shall be per the TESTS and INSPECTIONS section. MASONRY REINFORCING STEEL: Masonry reinforcing shall be as noted on plans and shall be securely placed in accordance with IBC Sections 2104.1.1, 2106, 2107, and MSJC Section 1.16. Unless otherwise noted on the plans, the minimum wall reinforcement shall be as follows: TABLE MINIMUM REINFORCING , of Wall Thickness Vertical Bars Running Bond StackBond Hor-i Horizontal Bars izontal Bars 4" #4 Q 16" OC #4 (qj 32" OC i #4. Q32"OC i 6" #5 @ 24" OC #5 Q 32" OC -i #6 @ 4WQC 8" #5 @ 24" OC (2) #4 @ 48" OC i (2) #5,@ 48"OC i 12 #6 @ 32" OC 1. (2) #5 @ 48"OC ! (2) #6 @ 48-OC Bond beams with horizontal bar or bars shall be provided at 48 inches on center and at all floor and roof lines and at the top of the wall. Provide abond. beam with horizontal har or bars over all openings, and ex- tend these bars 2'-O" past the opening at each side. Provide, a bar or bars vertically for the full: height of the wall at each side of openings, wall ends and intersections. Dowels to masonry walls shall be embedded minimum of 1'-&' or hooked into the supporting structure and be of the same size andspacing as wall min- forcing,Reinforcing : steet shall be as specified under "MATERIALS" Section. Provide corner bars to match. 9 P the horizontal wall reinforcing at wall intersections.. All bars shall be lapped a minimum 48 diameters or 14' minimum unless noted on the plans. LINTELS: Reinforced masonry lintelstobe installed over all, openingsunless otherwise indicated on draw- ings, Do not splice reinforcing bars within lintels and maintain inchbearingminimum on each side. Unless otherwise noted on the plans; the minimum reinforcement for lintels in 8" masonryshall be: as follows: (1) Openings up to 42 inches wide: (2)#4 at bottom web of 9 inch deep lintel. (2) Openings 42 to 78 inches wide, (2)#4 at bottom web of 16 inch deep lintel. (3) Openings over 78 inches wide: Reinforce per drawings CONSTRUCTION: Masonry shall be constructed in accordance with IBC Section 2104 "Construction", and. MSJC.1 Part 3 "Execution." COLD AND HOT WEATHER CONSTRUCTION: Cold. and hot weather construction shall be in accordance with IBC Section 2104.3 and 2104.4. BLOCK PATTERN: Use running bond unless noted. Forstack bond, follow criteria in MSJC Section 1.11. GROUTED CELLS: Fill ail cells withgrout unless notedotherwise on plans. Minimum grouting spaces and construction shall be in accordance with MSJC Section 1.16 and MSJC.1Section3.5. GROUT POUR HEIGHT: Grout Pour Height shall not exceed height specified in MSJC.1 Section 3.5C. • Masonry blocks shall be adequately braced to withstand fluid pressures of Grout Pour, see tempo- rary bracing. GROUT LIFTS: Unless otherwise noted, Grout Lies and pourheight shall not exceed 519t41n. Grout. Lifts shall not exceed spacing of intermediate reinforced bond beams: Grout Lifts exceeding Bit 41n shall be approved by SER. REINFORCING COVER AND CLEARANCE REQUIREMENTS: Unless otherwise noted: Clear distance between parallel bars (and between adjacent pairs of lap spliced bars) shall be equal to the bar adjacent bar diameter (for bars greater than #8), and not less than: 1) Vat 8" and smaller block, 2) 2" at 10" block 3) 3" at 12" block. Clearance (clear space) between the block and the reinforcing shall be: 1) '''A atfnegrout 2) lW at course grout. Masonry Cover (including grout and block wall) at masonry face exposed to earth or weather shall be: 1) 1112"minimum 2) 2" for bars#6 and larger. CONTROL AND EXPANSION JOINTS: Reference Drawings for typical details of Masonry Control and Ex- pansion Joints. Location of control and expansion joints shall be approved by SER. Unless otherwise indi- cated on drawings, install control and expansion joints at the following: (1) Continuous Walls: Vertical joints at the lesser of 1.5 times the wall height or25 feet on center maxi- mum. (2) Corners and Intersecting Walls: First vertical joint from the comer at lesser of 1.25 times the wall height or 16 feet (3) Abrupt changes in wall heiaht and wall thickness, Lich as adjacent to columns or pilasters,. TEMPORARY BRACING:. Contractor is responsible forall temporary bracing ofmasonryduring construction. Reference"CONTRACTOR RESPONSIBILITIES" section for further information and requirements.. BRICK VENEER REFERENCE STANDARDS: Conform to: 1) IBC Chapter 14 "Exterior Walls" 2) TMS 402-11/ACI 530•I1/ASCE 5-11 "Building Code Requirements for Masonry Structures.", Chap- ter 6 "Veneer' Herein referenced as MSJC. 3) TMS 602-11/ACI 530.1-11/ASCE 6-11 "Specification for Masonry Structures." Herein referenced as MSJCA. SUBMITTALS: Submit product specific information on anchor size, type and capacities with corresponding ICC-ESR. reports regarding wire ties, sheet metal connector pieces, screws, and expansion anchors to the.. Architect/Engineer for review. MATERIALS: 1) BRICK VENEER: Conform to ASTM C216 "Standard Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale)", Grade MW. 2) Mortar. Conform to ASTMO270, Type S, and IBC. Section 2103.9 "Mortar." 3) JOINT REINFORCING: Conforms to ASTM A951 "Standard Specification for Steel Wire fair Mason- ry Joint Reinforcement". All joint reinforcing shall be hot dip galvanized. 4) ANCHORS: Anchor ties shall be the Hohmann & Barnard seismic anchors. Anchor ties shall be ad- justable two-piece anchors made of 14 gage or 12 gage galvanized metal -and/or W2.8 (3/16" diame- ter)galvanized wire that shall be engineered to attach: • - to the face of Masonry or concrete with a 4W expansion bolt or screw anchor for concrete or ma- sonry embedded 2" minimum into the concrete or masonry. • to steel stud with two #12 (0.209" diameter) screws per anchor. • to wood stud with two #9 (0,177"diameter) screws per anchor embedded at least 1 %" into the - wood stud. • or at channel slot anchor assemblieswith a 305, Dovetail Anchor Slot embedded in the concrete .and a 303 SV Seismic Notch. Dovetail Anchor, All parts of the veneer anchorage system shallbefabricatedof similarmetals with similar coatings to reduce the possibility of galvanic corrosion occurring. Brick veneer in Seismic Design Category A, B, and C and all brick veneer not laid in running bond pattern shall have continuous joint remooming of W1.7 (0.148" diameter) wires at a maximum vertical. spacing of 29'cc. Lap wires l W at splices. Brick veneer in Seismic Design Category D, E:and F:and -all brick veneer not laid in:a running bond pattern shall have continuousjoint reinforoing of-W1.7 (0.148" diameter) wires at.a maximum vertical. spacing of 16"oc. Lap wires 10" at splices: - Pintle anchors shall have at least two pintie legs of wire size W2.8 (3/16"diameter) each. and shall have an offset not exceeding M.." from the horizontal plane of theplate anchored to the structure: Anchors in Seismic Design Category D, E and Fshall have a positive mechanical connection to the confinu- ous wire joint reinforcing in the veneer. Both wire and sheet -metal anchors shall extend into the veneer a minimum of 1''A' and shall have a minimum of 5W mortar cover on the outside face. All anchors shall adjust 1-%" up or down to allow for different course. heights and shall allow at least %" hod- zontal in -plane and -3/." vertical in -plane movement to accommodate "pension, contraction, shrinkage and other movement.. Coordinate expansion joint locations with the.architect prior to erection. Typically expansion joints should be installed at 24" from comers on one side ofthe corner, at intersecting walls, at changes: in wall height; at changes in wall CONSTRUCTION. OVER STUDS: When applied over wood or metal stud construction, the studs shall be spaced a maximum of 16 inches on centers and approved paper shall first be.applied.overthe sheathing or wires between studs exceptas otherwise, provided in IBC Section 1402•a405.'An air space of at least: 1-2 inch should be maintained between the backing andthe veneer. The air space must bekept free and clear of debris and mortar droppings. BRICK PANELS: The panel manufactureris responsible forthe design of the panels and their connection to the primary structure. Edge beams have been designed for vertical load only. The panel manufacturer shall provide braces and ties to account for load eccentricities and lateral forces. The maximum vertical load and location of the bearing, points is noted on the drawings. Brick panel shop drawings shall indicate the magni- tude and location ofall loads imposed onto the primary structure. The panel manufacturer engineer shall be responsible for verifying that panel bracing or ties are attached to the primary structure in such a manner that their forces do not cause any distress to the primary structure. Where necessary, additional structural ele- ments shall be provided by the panel manufacturer tosafely distribute the loads to the anchom. POST -INSTALLED ANCHORS (INTO CONCRETE AND MASONRY) !� 12216 Corliss Avenue North REFERENCE STANDARDS: Conformto: s= Seattle, WA 98133 1) IBC Chapter '19 "Concrete' p € TEL 206.235.0935 2) ACI 318-11 "Building Code Requirements for Structural Concrete" 3) IBC Chapter 2l"Masonry" 1gg- email: b0 erSC0U1 mail.com J 4) ACI 530-11jASCESI[lfrMS402-11"Building Code Requirements for Masonry Structures. _5g y @9 POST -INSTALLED ANCHORS: Install only where specifically shown in the details or allowed by SER. All post -Installed anchors types and locations: shall be approved by the SER and shall hive's current ICC- Evaluation Service Report that provides relevant design values necessary to validate the available strength exceeds the required strength. Submit current manufacturers data and ICC ESR reportio SER forapproval regardless ofwhetheroi not.h is a pre -approved anchor, .Anchors shall beinstalled in strict accordance to ICC-ESR and manufacturer's instructions. No reinforcing bars shall be damaged during installation of post - installed anchors. Special inspection shall be per the TESTS and INSPECTIONS section. Anchor type, di- ameter and embedment shall be as indicated on drawings.. 1. ADHESIVE ANCHORS. The following Adhesive -type anchoring systems have been used in the design and shall be usedfor anchorage CONCRETE'. and MASONRY, as applicableand: in accordance with corresponding current ICC ESR report, Drilled-inanchor embedment lengths shall be as shown on drawings, or not less than 7 times the anchor nominal diameter(7D).. a. HILTI"H)T-HY 200 SAFESET"- ICC 'ESR-3187 for anchorage to:CONCRETE with am- bedment depth less than or equal to 20 bar diam etem b. HILTI"HR-RE500:SD"-[CC ESR-2322for ancnoragetoCONCRETE with any embed- ment depth c. HILTI-"HR-HY 70"-ICC ESR-2682- for: anchorage to MASONRY Only 2. EXPANSION. ANCHORS: The following Expansion typeranchors are pre -approved for anchor- age to CONCRETE or MASONRY in accordance with corresponding current ICC ESR: report a. HILTI "KWIK BOLT Tr- ICC ESRA Rr17 for CONCRETE Only IS. SIMPSON'STRONG-BOLT 2'-ICC, ESR-3037 for CONCRETE Only c. POWERS "POWER STUD + SD1 i ICC ESR-2818 for CONCRETE Only :and ICC ESR -2966 for MASONRY Only d. HILTI "KWIK BOLT.3-ICO ESR-1395 for anchorage to MASONRY Only e. SIMPSON'"WEDGE-ALL"- ICC :ESR-1395 for anchorage to MASONRY Only 3. SCREW ANCHORS: The following Screw type anchor is for anchorage to CON- CRETE or MASONRY in accordance with corresponding: current ICC ESR report a. SIMPSON "TITEN HD".-- ICC `ESR-2713 for CONCRETE Only and ICC ESR-1056 for MASONRY Only -b. POWERS "WEDGE -BOLT +" --,ICC ESR-2626 for CONCRETE Only and, ICC ESR- 1678 for MASONRY Only c. HILTI "KWIK HUS-E2"'- ICC ES.R-3027 for anchorage to. CONCRETE Only and iOC ESR-3056 for MASONRY Only STRUCTURALSTEEL REFERENCE STANDARDS: Conform to; 1) SC.Chapter22-"Steel' 2) ANSI/AISC 303=10-"CodeofStandard Practice for Steel .Buildings &Bridges" 3) AISC-"Manual of Steel Construction% Fourteenth Edition (2010) 4) ANSI/AISC 360-10-"Specification for Structural Steel Buildings 5) - AWS D1..1:2010-"Structural Welding Code- Steel" 6) 2009 RCSC--"Specification for StructurnoJoints using High -Strength -Boris" SUBMITTALS:. Submathe following documents to the SER for review: (1) SHOP DRAWINGS: complying with AISC 360 Sections M1 and N3and : AISC,'303-Section 4. (2). ERECTION DRAWINGS complying AISC360 Sections M1and N3 and AISC:303 Section 4. Make copies of the following document "Available upon Request" to the SER or Owners Inspection Agency in electronic or printed form priorto fabrication pet AISC360 Section N3.2 requirements (1) Fabricators written Quality Control Manual that includes, as a minimum: a. Material Control Procedures! b, inspection Procedures c. Non-confornance Procedures (2) Steel & Anchor Rod suppliers' Material Test Reports (MTR's) indicating the compliance with specifi- cations.. (3) Fastener manufacturers Certification documenting conformance,weh the specification. (4) Filler metal manufacturer's product data for SMAW, FCAW and GMAW indicating: a. Productsoecification'carpliance b: Recommended welding parameters c. Recommended storageand exposureiequirementainoludino baking d. Limitations'.ofuse. (6) Welded HeaProcedureded (Shear) Stud Anchors Manufacturer's certification indicating the meet specifications. (8) Weld Specifications (WPS's) for shop and field welding (7) Manufacturer's Certificates of Confonnancefor electrodes; fluxes and gases (welding consumables). (8) Procedure Qualification Records (PQR'sl for WPS's that are not prequalified in accordance with AWSt (9) Welding personnel Performance: Qualification Records O PQRland continuity records conforming to AWSrstandards and.WABO standards as applicable for Washington State projects. MATERIALS: Structural steel materials shall conform to materials and requirements.' listed in AISC. 360 section A3 includ- ing, but nothinifted to:. Wide Flange (W),Tee (WT) Shapes................ASTM A992 Fy=50 ksi.' Channel (C) & Angle (L)Shapes - .ASTM A36, Fy =36 ksi' Structural Plate (PL), ...:::. ..... .........ASTM A36, Fy = 36 ksi .Hollow Structural Section Square/Rest (HSS)..ASTM A500, Grade B. Fy='46 ksi Structural Pipe, (PIPE) 12" dia. and less. .........ASTM A53;. Grade B. Fy=.35 ksi Heavy Hex Nuts....... - .........ASTM A563;:Grade and Finish-:perRCSC Table 2A - Washers (Hardened Flat or Beveled)- ............... ASTM .F436,: Grade and Finish per RCSC Table 2.1 Anchor Rods (Anchor Bolts, typical) .:.::... ...::...ASTMF1554;.Gt:36- Anchor Rods (High Strength) ..::::...:.:::.::ASTM F1554, Gr. 55 (weldable) per Supplement Sl Mild Threaded Rods ........................:.:....: .::.::.ASTM A36, - Fy:=36 ksi' Welded Headed (shear)Stud Anchors_:. -ASTM At08-.NelsonrrRW S& Welded Headed Studi+(WHS) Anchors:..: .....:.::ASTM At08- NelsonJrRW H4L Dowel Bar Anchors (DBA) -- �; ;;..;-..ASTM A496- NeIwn/TRW D2L, Fy = 70 lost STRUCTURAL JOINTS USING HIGH -STRENGTH BOLTS; 1) ASTM A325-N bolts -"threads NOT excluded in the shear plane". 2) High -strength bolted joints have been designed as'BEARING"connections. 3) Provide ASTM Bolt :Grade -and Type as specified in the Materials section above, 4) Provide Washers over outer ply of slatted holes and oversize holes per RCSC Table 6.1. 5) Provide Nut and Washergredes, types and finishes conforming,to RCSC specification Table 2.1. 6) Provide fastener assemblies from a single supplier. 7) Joint Types shall be. ST- "Snug Tight', for typicalbeamend "shear" connections, unless noted oth- erwise. 8) Install bolts in joints inaccordance with the R.CSC Specification Section 8 and Table 4.1. 9) Inspection is per RCSC Secaon 9: REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATES, PLLC RESUB AUG 19 2016 B%IWGD - 0MDC1+_/DC I- TT G 1 r1 E E R S® ONE POST STREET•SUITE 1050 SAN FRANCISCO, CALIFORNIA 94104 NNOWE (415)B1EdR9N WEBSITE: wxx ltldenpan"en.wm 1 1 Q nan,A, o0/to11 D, m o"n .. Inn a 1,1a NINn PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC KEY NAP BALE PEN90N 4/22/16 PERMIT SET �8/18/16 PERMIT SET REV 2 PR0.Eoi aRn:1oR JB PRO.ECT WNAEEN DL PRo.rcT AxcxnECT KA, JR PRPECi TFNI NEMBFA �gEY BR Ott OF WASfI FQ' di MAI. a i" �QVAl. Tu STRUCTURAL GENERAL NOTES PR0.eoT No. 14081-0137 SASE APRIL22, 2016clR�b PRoeor NEIMMIN PATN..Rr'K.... INN 01% )PtESIP1IC, sIEET No.- 6C�K S ■ ■02 SET ANCHORAGE to CONCRETE: 1) EMBEDDED STEEL PLATES for Anchorage to Concrete: Plates (PL) embedded in concrete with studs (WHS) or dowel bar anchors (DBA) shall be -of the sizes and lengths asindicated on the plans with minimum 1/2" dia. WHS x 6" long but provide not less than W interior cover or 1 W exterior cover to the opposite face ofconciete, unless noted otherwise. 2) COLUMN ANCHOR RODS and BASE PLATES: All columns (vertical member assemblies weighing over 300 pounds) shall be provided with a minimum of four IW diameteranchor rods. Column base plates shall be at least YV thick, unless noted otherwise. Cast -in -place anchor rods: shallbe provided unless otherwise approved by the Engineer. Unless noted otherwise, embedment of cast -in -place anchor rods shall be 12times the anchor diameter(12D).. FABRICATION: 1). Conform to AISC 360 Section M2"Fabrication". and , AISC 303 Section 6"Shop. Fabrication". 2) Quality Control (QC) shall conform to: a. AISC 360. Chapter N "Quality Control and Quality Assurance"and b. AISC 303 Section 8 "Quality Control"-. c. Fabricator and Erector shall establish and maintain written Quality Control (QC) procedures Per AISC+360 section N3. al. Fabricator shall perform self-inspectons per AISC 360 section N5 to ensure, that their Work is performed in accordance. with Code of Standard Practice, the.. AISC Specification, Can - tract Documents and the Applicable Building Code. e. QC inspections may be coordinated with Quality Assurance inspections. per Section N5.3 where fabricators QA procedures provide the necessary, basis for material control, inspec- tion, and control of the workmanship expected by the Special Inspector. WELDING: 1) Welding shall conform to AWS D1.1 with Pmqualified Welding Processes, except as modified by AISC 360 section J2. Welders shall be qualified in accordance with AWS D1.1 and WABO require- ments. q ments. T as appropriate for the process 2). Use 70ksi strength, low -hydrogen type electrodes (E7018) or E71_p. selected. 3) Welding of high strength anchor rods is prohibited unless approved by Engineer. 4) Welding of headed stud anchors shall be in accordance with AWS D1.1 Chapter "Stud Welding". ERECTION: 1) Conform to AISC 360 Section M4 "Erection" and AISC 303 Section.7 "Erection".. and AISC 303 Section B. AISC 380 Chapter N "Ouah Control and Quality Assurance" 2) Conform to A p ty ty a. The Erector shall maintain detailed erection quality control procedures: that ensure that the work is performed in accordance with these requirementsand the Contract Documents. 3) Steel work shall be carded up true and plumb within the limits defined in AISC 303 Section7.13. 4) High strength bolting shall comply with the RCSC requirements including RCSC Section 7.2 "Required Testing"; as applicable and AISC 360 Chapter J, Section M2.5 and Section N5.6. 5) Welding of HEADED STUD ANCHORS shall be in accordance with AWS DI _1 .Chapter 7 "Stud Welding. 6) The contractor shall provide temporary bracing and, safety protection required: by AISC 360. Section I add AISC 303 Section 7.10 and 7.11. PROTECTIVE COATING REQUIREMENTS: 1). SHOP PAINTING:. Conform to AISC 360. Section M3 and AISC 303'. Section 6.5 unless otherwise specified by the projectspecfications. 2) Steel need not be primed or painted unless noted otherwise on the drawings or in the project specifi- cations. Conform. to AISC 360 Section M3 and AISC 303 Section 6.5 unless a multi -coat system is required per the project. specifications. METAL ROOF AND FLOOR DECK REFERENCE STANDARDS: Conform to: 1) ICC Report ESR-1735P reissued January 1, 2013 2) AISI NAS - "American Iron and Steel Institute: North American. Specifications" or, ASCE 8-02 - "Specification for the Design of Cold -Formed Stainless Steel Structural Members" 3) NASPEC 2007 - "North American Specification for the Design of Cold -Formed Steel Structural Members" 4) AISI -"Specification for the Design ofCold-Formed Steel Structural Members", 5) AWS D1.3-Structural Welding Code '-Sheet Steel" SUBMITTALS: Submit shop drawings to the Architect/Engineer for review. Shop drawings shalt include ma- terial type, design loads, diaphragm capacities, span layout by SSE;deck attachments, metal deck edge form design & calculations, and shoring requirements. All openings shall be indicated. Any alternate deck types and gages shall be submitted to the ArohitectlEngineer for review prior to fabrication andshallinclude a valid ICC evaluation report; calculations &shop drawings. (component design drawings) stamped by SSE.. MATERIAL: ASTM A653- SS Designation„Grade33. Zinc coated per A653, GBO. Minimum-yieldstrength shall be 38 ksl. TYPE: Deck shall be "Verce typeasshown on,the structural drawings based on 3-span, unshored condition. Shoring is required for conditions other than 3-span: To eliminate shoring, the contractor may choose to use a. heavier gage deck with approval by the SER. DIAPHRAGM CAPACITY:: Deck and attachments shall be. capable of resisting the diaphragm shears where indicated on the drawings. Submit ICC. Evaluation Report as proof of compliance. INSTALLATION: Install deck in accordancewith suppliers instructions and shop. drawings.: Attachments shall resist the uplift forces and the diaphragm shear forces shown on the drawings: Welding shall contain to AWS D1.3. Welders shall have current WASO Light Gage Certification. Minimum and lap shall be 2" cen- tered over supports. Minimum bearing shall be 2." OPENINGS: Deck openings less than 6" do not require reinforcement. For larger openings, refer to typical details. ACCESSORIES: Deck manufacturer shall furnish shoring plans, closure plates, ridge and valley plates, cant strips, sump pans, flashing and all other light gage steel material required to complete the work. CONCRETE FILL: Conform to notes this sheet for CAST -IN -PLACE CONCRETE and CONCRETE REIN- FORCEMENT. Provide minimum 3000 psi concrete and VNNF 6x6LW1.4xW1�.4 unless noted otherwise. Splice welded plain wire reinforcement perACI 318;Section 12.19 or 12"minimum. DECK FASTENING: Minimum deck fastening shall be as follows, unless noted otherwise on the drawings: • W"diameter puddle welds each rib at transverse and perimetersupports, • 1/2" diameter puddle welds at 6" OC at longitudinal supports,: • Side lap connections necessary to develop the shear loading indicated on the diaphragm schedule, but not less than 600 PLF STEEL STAIRS REFERENCE STANDARDS: Conform to: 1) IBC Chapter l0- "Means .of Egress", IBC Table 1607.1 2). NAAMM-"Metals Stairs Manual" 3) ANSI/AISC 360-10-"Specification for Structural Steel Buildings" 4) AISI 2007="North American Specification for the Design of Cold -Formed Steel Structural Members" 5) AWS D1.1-10 "Structural Welding Code -- Steel 6) AWS D1.3.08"Structural Welding Code- Sheet Steel:' b : Reference DEFINITIONS and,. DEFERRED SUB- SUBMITTALSSteel.sfairs are. to be prepared ya SSE. MITTALS above. Submit structural calculations and shop drawings (component design' drawings) stamped by a professional Structural Engineer registered in therstate of Washington. TABLE of SHEATHING - Use,. Minimum Thickness and Minimum APA Rating WF Shapes........................................ASTM A992-OR50 onels, Angles Plates & Bar.................ASTM A36 Location Thickness ;Span Rating 1 Plywood Grade :Exposure; at (Galvanized) . ..............................ASTM A446 :Rail ..................................................ASTM. A53, Grade B Roof 15/32" 32116 C-D 1 i _ ng ..........................................ASTM ................................................... A500, Grade B ...ASTM A36 or A307 Floor : 23/32"T&G 24 OC STURD-I-FLOOR 1 k .................................................... ...1-1/2" Composite Floor Deck Walls 15/32" 32116 i C-D 1 i Welds, Structural Steel.. - ................................ AWS D1.1 Welds, Sheet Steel ............................................AWS D1.3 Welded Headed Studs (WHS)............................ASTM AIDS, AM DIA Headed: Concrete Anchors-(HCA).......................ASTI A108, AWS D1.1 STRUCTURAL REQUIREMENTS: (1) Scope ; Include treads, risers, stringers, landings, railings and all connections including connections to the primary structure unlessnotedotherwise. All inserts required for attachment to the primary struc- ture shall be designed and provided by the stair supplier. (2) Loads: Stair treads shall be designed for 100 PSF live load or a.300 lb. concentrated load placed to produce maximum stress, whichever controls. Stringers and landings shall be designed for 100 PSF .live load. Live load deflection shall not exceed 1/360 of the span. The. stair assembly andattachment to the main structure shall be designed forlateral loads per IBC Chapter 16. (3) Railings: Thecompleted handrail, guardrail, and. supporting structure and their connections shall be designed to resist loads as specified in SIC Section 1607.8. ARCHITECTURAL REQUIREMENTS: Conform to shape and configuration shown on the architectural al - ings. Consult the project specifications for additional information. All steel shall be painted gray, per project spec'fiications with one coat of standard shop primer unless noted otherwise on the drawings or in speci- fications: CONCRETE FILL: Conform to notes, this sheet for CASTAN-PLACE CONCRETE and CONCRETE REIN- FORCMENT. Provide minimum 3000 psi concrete and WWF 6x6-W1.4xVV1.4 or Fibermesh unless noted on the drawings. WOOD FRAMING REFERENCE STANDARDS: Conform to:. (1) IBC Chapter 23"WOOD° (2) NOS - "2612 National Design Specification (NDS) for Wood Construction" (3) ANSI/AF&PA-SDPWA-08: Special Design Provisions for Wind and. Seismic (4).ARA PDS-04 Plywood Design Specification (6) Al 1-2007 "National -Design Standard for Metal -Plate -Connected Wood Truss Construction" (6) SCSI "Guide to Good Practice for Handling, Installing & Bracing of Metal Plated Connected Wood Trusses" (7) TPI DES "Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses" (8) APA Report TT-045B :"Minimum Nail Penetration for Wood Structural Panel Connections Subject to Lateral Loads" SUBMITTALS: Submit shop drawings to the ArchitecOEngineer for review. Shop drawings shall include member size, spacing, camber, material type, grade, shop and field assembly details and connections, types and location of bolts and other fasteners. Supply shop drawings for the following: (1) Glued laminated members (2) PSLmemhem (3) LVLmembers (4) LSLmembem (5) Parallel Wood I Joists (Solid web -wood joists) (6) Panelized wood walls & connection details (7). Wood Tie -Down Systems DEFERRED SUBMITTALS: Submitproduct data and proof of ICC approval for framing members and fasten- ers that have been designed by others. Submit calculations prepared by the SSE in the state of Washington for all members and connections designed by others along with shop drawings. All necessary bridging, blocking, blocking panels and web stiffeners shall be detailed and furnished by the supplier. Temporary and permanent bridging shall be installedin conformance with the manufacturers specifications. Defection limit. shall be as noted under DEFFERRED SUBMr1TLALS section specific details. Productsincluded are: Wood Tie Down Systems: Continuous rod hold-down systems, withtake-up devices, shall be as specified. Take-up devices are required at each framing level. Additional. framing members shall be provided perthe system requirements. Referto details and loading on the stmctural drawings. IDENTIFICATION: All sawn lumber and pre -manufactured wood products shall be identified by the.grade mark are certificate of inspection issued bythe cerfdying agency. ;MATERIALS: • Sawn Lumber: Conform to grading miss of WAIPA, WCLIB or NLGA and Table below.. Fingerjointed studsacceptable at. interior wails only. TABLE of SOLID SAWN LUMBER .Member Use Size Species Grade Wall Stud 2x4 3x4; 2x6, 3x6 Doug Fir Larch No. 2 Sill Plate ! 2x4, 3x4, 2x6, 3x6 PT Doug Fir Larch No. 2 Post 4x4, 4x6, 4x8 Doug Fir Larch No. 2 Floor or Roof Joist 2x6 through 2x12 i Doug Fir Larch I Beam 4x8 through 412 1 Doug Fir Larch No.2 Beam 6x8 through 6xl2 I Doug Fir Larch No.1 Post or Timber 6x6,8x8 Doug -Fir Larch No. t 3`4' Tongue -And -Groove Heavy Timber Decking: Tongue -and -groove deck shall be random length laid with scattered joints (controlled random lay-up). The distance between end joints in adjacent courses must be at least 4 feet apart. Each board shall bear on at least one support. Only one board out three shall be spliced at a given location. Decking is to be installed with tongues up on sloped or pitched roofs. It is to be laidwith pattern faces down Each piece shall be toenailed at each support with one 40d nail and face nailed with one 60d nail. Courses shall be spiked to each other with 8" spikes at intervals not to exceed 30"through predrilled edge holes and with one spike at a distance notexceeding 10" from each end of each piece. Decking lengthsand moisture content mustconform to the. AITC 112-93"Standard for Tongue -and - Groove Heavy Timber Roof Decking:' :TABLEof T&G DECKING Member Use :Size (Species Grade T&O Decking 3x6,4z6 :Doug -Fir Larch ;Commercial j • WoodStructuralSheath Ina (Plywood); Wood APA-rated structural sheathing Includes;. all veneer ply- wood, oriented strand board, waferboard', particleboard, T1-11 siding, and composites of veneer and wood based material with T&Gjoint. Architect may disallow OSB. Confirm with Architect Conform to "Construction and Industrial Plywood" based on Product Standard PS1-07 by the U;S. Dept. of Com- merce, and "Performance Standard for Wood -Based Structural -Use Panels" based on Product Stand- ard PS 2-04 by the U.S. Dept. of Commerce and "Plywood Design Specification" based on APA PDS-04 by the American Plywood Association. Unless noted otherwise, sheathing shall comply with the following table:, Unless noted otherwise on drawings, install, roof and floor panels with long dimension across supports and with panel continuous over two or more spans. End joints shall occur over supports. • Timber Connectors: Shall be "Strong Tie" by Simpson Company as specified in their latest catalog.. Altercate connectors by other manufacturers may be substituted provided they have current [CC ap- proval for equivalent or greater load capacities -and am reviewed and approved by the. SER prior to ordering. Connectors shall be installed per the manufacturers Instructions. Where connector straps connect two members, place one-half of the nails or bolts in each member. Where straps are used as hold-downs, nail straps to wood framing just prior to drywall application, as late as possible in the fram- ing process to allow the wood to shrink and the building to settle. Premature nailing of the strap may lead to strapbuckling and potential finish damage. Where connectors are in "posed exterior aPPl.ications in contact with preservative treated wood (FT) other CCA, connectors shall be ether batch hot -dipped galvanized (HOG); mechanically galva- nized (ASTM B605, Class 55 minimum) stainless steel, or provided with 1.85 oz/sf of zinc. galvanizing. equal to or better than Simpson ZMAX finish. Nail straps to wood framing as late as possible in the framing process to allow the.wood to shrink and the building to settle. Premature nailing of the strap may lead to strap buckling and potential finish damage. • Fasteners (nails, bolts, screws, etc) attaching timber connectors ija st hangers, post.caps and bases, etc) to PT wood shall have similar corrosion resistance properties (matching protective treatments) as the protected connector. Fasteners (nails, bolts, screws, etc) attaching Sawn timber members or sheathing (shear wails) to PT wood be corrosion resistant; nails and lag bolts shall be either HOG (ASTM A153) or stainless steel. Verify the suitability of the fastener protection/coating with the wool treaanent chemical manufacturer/supplier.. Provide washers under the heads and nuts of all bolts and lag screws bearing on wood. • Lag Bolts/Bolts: Conform to ASTM A307 and IBC Section 23OC9.. Engineered. Wood Products (TrusJoist): The following materials am based on lumber manufactured by TrusJoist and were used for the design as shown on the plans. Alternate products by other manufac- turers maybe substituted provided they have current ICC approval for equivalent or greater load and stiffness properties and are reviewed and approved bythe Structural Engineer. a. Laminated Veneer Lumber (LVL): Conform to ICC ES Report No. ESR-1387 or CCMC Report No.08675-R. b. Parallel Strand Lumber(PSL1: Contain to ICC ES Report No.ESR-1387 or CCMC Report No. 11161-R. c. Laminated Strand Lumber (LSL): Conform to ICC ES Report No. ESR-1387 or.CCMC Report No. 12827-R. d. Tapered and Parallel Chord (JOISTS: Conform to ICC Report No. ESR-1153. TABLE of ENGINEERED WOOD Requirements Type Use ':; Widths ; Epos) FIS Fv Fall PSI PSI PSI PSI LSL Rtnboard iRimboartl or Stair 1 W 1.3E 11,700 400 1,400: i Stringer Timberstrand LSL -Header, Beam or Col- d 9'depih 31W 1.3E `: 1,700 1400 1,400: �umn<I Timberstrand LSL Rimboard, Header or 1.%' 3 1.55E i 2,325 310 2.050 Beam 9 9" depth Timberstrantl LSL Wall Stud2x4 & 2x8 i 1 "/:" 1.3E i:1,700 400. i 1„400 i Wall Stud>2x6 11h" 1.5E i2,250 400 1950,i 1 Microllam LVL :Header, Beam 1 W i 1.9E i 2,600 285 21519 i Parallam PSL Header, Beam 3.M.", 51/41, 7" i 2.0E i 2,900 ; 290-. 2,900 -i Pamllam PSL `Column 3 %7, 5 %",7" 1.8E 1.2,400 190 2,500 i NAILING REQUIREMENTS: Conform to IBC Section 2304.9"Connections and fasteners." Unless noted on plans, nail per Table-2304.9.1. Nailing for roof/floor diaphragmslshear walls shall be per drawings. Nails shall bedriven flush and shall not fracture the surface of sheathing. Altercate nails may be used but are subject to review and approval by the Structural Engineer. Substitution of staplesfor the nailing of rated sheathing is subject to review by the structural engineer prior to construction. STANDARD LIGHT -FRAME CONSTRUCTION: Unless noted on the plans, construction shallconform to IBC Section 2308 "Conventional Light -Frame Construction." NAILERS ON STEEL COLUMNS and BEAMS: Wood 3x naders are generally required on all HSS columns and steel beams abutting orembedded within wood framing. Unless noted otherwise, attach with SW diame- ter bolts or welded studs at 16' on centers. Wood nailerson beams supporting joist hangers shall not over- hang the beam flange by more than 1/.". MOISTURE CONTENT: Wood material used for this. project shall have maximum moisture content of 19% except for the pressum-treated wood sill plate. Refer to TESTING & INSPECTIONS for the verification of these limits. The maximum moisture content required may be less than 19% when based on a particular claddinglinsulation system. Refer to the Architect's drawings, and project specifications, or with cladding in- staller for maximum recommended moisture content. SHRINKAGE COMPENSATION FOR MECHANICAL, ELECTRICAL: AND PLUMBING SYSTEMS: MEP systems, including- ductwork, pipes, and other elements.that run continuously between levels shall be in stalled/designed in such -a manner to accommodate shrinkage in the wood framing. Wood shrinkage amounts will vary depending on the construction process and materials used. The anticipated shrinkage: under typical conditions is expected to range. between 1/8" and 1/4" perfloor. CLADDING COMPATIBILTY: The Architect(Owner shall review the cladding and insulation systems pro- posed for the project with respect to their performanceover wood studs with moisture contents greater. than 99%. EIFS systems should be avoided on wood -framed projects due to problems with moisture proofing.. PRESERVATIVE TREATMENT (PT):: Wood materials are required to be "treated wood" in accordance with IBC Section 2304.11. "Decay and Termite Protection" shall conform to the appropriate standards of the American Wood -Preservers Association (AWPA) for Sam lumber, glued laminated timber, ground poles,. wood piles and marine piles. Follow American Lumber Standards Committee (ALSO) quality assurance pro- cedures. Products shall bear the appropriate mark. Fasteners or anchors in treated wood shall be of stain- less steel or hot -dipped galvanized or as per IBC 2304.9.5. Mud sill plates in normally dry interior applications may be treated with Sodium Borate (DOT- Disodium Oc- taborate Tetmhydrate) as recent studies haw noted less connector corrosion potential than other, available wood treatments or the original CCA treated sill plates. Wood treated with .Sodium -Borate shall be protected during shipment, storage and installation to minimize. leaching of the: water-soluble preservative from the lumber. Sodium borate pressure treated plates do not require hot -dipped galvanized connectors. If using sill plates other than CCA or sodium borate, fasteners must be hot dipped galvanized or stainless steel. Fasteners (nails, bolts, screws, washers & lag screws) attaching timber connectors (joist hangers, post caps and bases, etc) to PT wood shall have similar corrosion resistance properties (matching protective. treatments) as the protected connector, that is, use hot dipped galvanized or stainless steel fasteners. I teners (nails, bolts, screws, washers & lag screws) attaching sawn timber members or sheathing (shear walls) to Pressure Treated wood be corrosion resistant (hot dipped galvanized or stainless steel. Always verify the suitability of the fastener protection/coatingwith the wood, treatment chemical manufactur- er/supplier. DRAWING LEGEND MARK DESCRIPTION MARK DESCRIPTION F2 0 FOOTING SYMBOL (REFER TO SPREAD FOOTING SCHEDULE) j INDICATES WIDE FLANGE COLUMN P1 PILE CAP SYMBOL (REFER TO O INDICATES HOLLOW STRUCTURAL SECTION (HSS) COLUMN OR PILE CAP SCHEDULE) TUBE STEEL TS COLUMN TILT-UP/PRECAST CONCRETE WALL INDICATES HOLLOW STRUCTURAL QA CONNECTION SYMBOL 0 SECTION (HSS) COLUMN OR REFER TO CONNECTION DETAIL STEEL PIPE COLUMN W6 SHEAR WALL SYMBOL (REFER TO B INDICATES WOOD POST SHEAR WALL SCHEDULE) REVISION TRIANGLE Is INDICATES BUNDLED STUDS TILT-UP/PRECAST CONCRETE WALL �1 PANEL NUMBER (REFER TO TILT -UP/ INDICATES CONCRETE COLUMN PRECAST CONCRETE WALL ELEVATIONS OCMU 1 WALL REINFORCING SYMBOL (REFER TO CMU WALL REINFORCING INDICATES PRECAST SCHEDULE CONCRETE COLUMN CONTINUITY PLATE LENGTH ~ INDICATES MOMENT FRAME (REFER TO TYPICAL DETAIL) CONNECTION INDICATES DOUBLE SHEAR CONNECTION DS (REFER TO THE DOUBLE SHEAR PLATE f- INDICATES DRAG CONNECTION CONNECTIONS DETAIL SR INDICATES NUMBER OF STUD RAIL REQUIRED AT COLUMN (REFER TO INDICATES WOOD OR STEEL STUD STUD RAIL DETAILS WALL ROOF/FL(REFEROOR APHRAGM G 0 t SYMBOL TO DIAPHRAGM INDICATES MASONRY/CMU WALL NAILING SCHEDULE C7 STEEL COLUMN SYMBOL (REFER INDICATES CONCRETE/TILT-UP TO STEEL COLUMN SCHEDULE) CONCRETE WALL T SLAB ELEVATION SYMBOL (T/ REFERS INDICATES WOOD OR STEEL STUD TO COMPONENT THAT THE SHEAR WALL ELEVATION REFERENCES CATES ■ 3 OFUSTUDSBLE REQURED IF EXCEEDSR____ INDICATES BEARING WALL BELOW NUMBER SPECIFIED IN PLAN NOTE INDICATES STEP IN FOOTING (REFER TO TYPICAL STEP IN INDICATES EXISTING WALL FOOTING DETAIL A& DETAILS OR SECTION CUT �- 4 POST -TENSION DEAD END (PLAN) X/SX.X (DETAIL NUMBER/SHEET NUMBER) as DETAILS OR SECTION CUT IN PLAN' POST -TENSION STRESSING END (PLAN) r VIEW (DETAIL NUMBER/SHEET NUMBER) INDICATES LOCATION OF CONCRETE 3 POST -TENSION PROFILE (PLAN) liftWALLS, SHEAR WALLS OR BRACED r.. 1 (IN INCHES) FRAME ELEVATIONS SPAN INDICATOR (INDICATES EXTENTS \ OF FRAMING MEMBERS OR OTHER I` L ` - ' INTERMEDIATE STRESSING (PLAN) STRUCTURAL COMPONENTS I' INDICATES DIRECTION OF DECK SPAN ABBREVIATIONS t Angle FDN Foundation PSF Pounds per Square AB Anchor Bolt FIN Finish Foot ADDL Additional FLR Floor PSI Pounds Per Square ADH Adhesive FRP Fiberglass Inch ALT Alternate Reinforced Plastic PSL Parallel Strand ARCH Architectural FTG Footing Lumber B or BOT Bottom F/ Face of P-T Post -Tensioned is/ Bottom Of GA Gage PT Pressure Treated BLDG Building GALV Galvanized R Radius BLKG Blocking GEOTECH Geotechnical RD Roof Drain BMU Brick Masonry Unit GL Glue Laminated REF Refer/Reference BP Baseplate Timber REINF Reinforcing BRBF Buckling Resisting GWB Gypsum Wall Board READ Required Braced Frame HDR Header RET Retaining ERG Bearing HF Hem -Fir SCBF Special Concentric BTWN Between HGR Hanger Braced Frame F Centerline HD Hold-down SCHED Schedule C Camber HORIZ Horizontal SHTHG Sheathing CB Castellated Beam HP High Point SIM Similar CIP Cast in Place HSS = TS (Hollow SMF Special Moment CJ Construction or Structural Section) Frame Control Joint IBC International Building SOG Slab on Grade CJP Complete Joint Code SPEC Specification Penetration ID Inside Diameter SO Square CLG Ceiling IE Invert Elevation SR Studrail CLR Clear IF Inside Face SF Square Foot CMU Concrete Masonry INT Interior SST Stainless Steel Unit k Kips STAGG Stagger/Staggered COL Column KSF Kips Per Square Foot STD Standard CONC Concrete LF Lineal Foot STIFF Stiffener CONN Connection LL Live Load STL Steel CONST Construction LLH Long Leg Horizontal STRUCT Structural CONT Continuous LLV Long Leg Vertical SWNJ Solid Web Wood C'SINK Countersink LP Low Point Joist CTRD Centered LONG IT Longitudinal SYM Symmetrical 0 Diameter LSL Laminated Strand Lumber T Top DB Drop Beam LVL Laminated Veneer Lumber T/ Top Of DBA Deformed Bar Anchor MAS Masonry T&B Top & Bottom DBL Double MAX Maximum TC AX LD Top Chord DEMO Demolish MECH Mechanical Axial Load DEV Development MEZZ Mezzanine TCX Top Chord Extension DF Douglas Fir MFR Manufacturer TDS Tie Do DIAG Diagonal MIN Minimum T&G Tongue DIST Distributed MISC Miscellaneous THKND Thicke ed y DL Dead Load NIC Not In Contract THRD ThreadL ON Down NITS Not To Scale THRU Throug DO Ditto OC On Center TRANSV TransvDP Depth/Deep OCBF Ordinary Concentric TYP Typica DWG Drawing Braced Frame UBC Unifor(E) Existing OD Outside Diameter Code EA Each OF Outside Face LINO Unless EF Each Face OPNG Opening Otherwise EL Elevation OPP Opposite URM Unreinforced ELEC Electrical OWSJ Open Web Steel Joist Masonry Unit ELEV Elevator UAWJ Open Web Wood Joist VERT Vertical EMBED Embedment E Plate W Wide EQ Equal PAF Powder Actuated Fastener W/ With EQUIP Equipment PC Precast W/O Without EW Each Way PERP Perpendicular WHS Welded Headed Stud EXP Expansion PLWD Plywood WP Working Point EXP JT Expansion Joint PP Partial Penetration Will Welded Wire Fabric EXT Exterior PREFAB Prefabricated d: Plus or Minus FD Floor Drain CC W IL M 0 LL VED 2016 PLLC REBUS AUG 19 2016 6LRLDINGO ORYOFFpm_0 M HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com fDCI+SDC E r1 G I f1 E E Rs. ONE POST STREEr•SUIIE 1050 SAN FRANCISCO. CALIFORNIA 94104 PNONE (111)axaeaa WESITE:N"rMs nDgMe- ®CapyngM W/S S D'kn . Corners Inv AI PoghV R,,m l PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC - I-S. 4/22/16 PERMIT SET �8/18/16 PERMIT SET REV 2 P_ a- PR0.ECi MANRaA PDa cr Aa KA, J R ..x ma.- A BRt . SHlyca�, m 40789 k` 't'nrtai. taw" �� 1QVA4 �` nnc STRUCTURAL GENERAL NOTES AND LEGEND & ABBREVIATIONS PREJEcr xD. 14081-0137 DR>E APRIL 22, 2,010T-.V4T D PWCT NETWORK PAM tl. a2�2016 FUC pC\PjES, a - ND ©E S 1.03 SET I TYP ALONG z. GRID A 16'-2" L __j nuot I 1 1 159'-1013(6" 1 1 1 1 1 23'-8%" 7 Si_ 21'-216" 1 W-O%" 17'-6%6" 17'-2Y2" _1 E FC-C, 11 P3 Fc-c-1-2-1 F-cc, F-cci .01 14�'] /1_2W VI 12"x30" /1_2� 12"124" TT� III III III III I TYP X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 2 C �2 �.I' 1( F_ 12.2 7X24�' I Q 1 - _.j FELD F F6.0 F6.0 Ccl 12"x24" LI I HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottlOgmail.com DCVSDE M G I n e e A I ONE POST STREET- SUITE 105D 0 U,,�M1108/2016 1 U ...... 1,. N1 Pogbt, R 151016�lg LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: 12/S3.12 Edmonds 2020 LLC BASEMENT WALL Fro (E) EXISTING BUILDING cc TO REMAIN ,CC4 CC4F _CC -4 /1 2�x24" 12 x24 F8.0 12 x24 r - 7e F6.0 12 jZMAT CC15 TYP CONC WALL AT , !E, LINO r 2N24" 2'-6"Wx18"DP CONC THKND SLAB PER! CONT & 5B TRANSV 0 12*CC TYP AT PERIMETER, UNIO F_cc6_I //12W RMIT SET - ---- - L5 F4.0 : LI &8/18/16 PERMIT SET REV 2 --------------------- j -------- j ----- I L ---- j I _C cc F 0 F5.0 SHEAR WALL C77 _4' Ccl Ir TYP-1 F cc6 1 x24 r ------ 12"x e 112"x2 _2". I 24" - - -- - - F-127§4_07- L L J Ty T i3 --- j I I L ----- J INTWG, ------------------------ F6.0 F6.0 F6.0 NO #5DOWELS 0 12"OC CC7 17- POST INSTALLED INTO (E) 12"x24 i i CONC WALL W1 EPDXY FC 4;" I.LAII GRAD I "?.N E W/ I W/ 6" EMBED F_cc6I c CTR 2'-O"Wxl2"DP CONC THKND SLAB JB -------- 12"X24" PER PLAN NOTES CONT P -A_ T/SLAB VARIES #W5/B (3TR)#59 ANSV 0 12& "OC I I DL CONTRACTOR TO SCAN PRPEOT T It KA, JR 'Fi. 2'-0' FO POST INSTALLED INTO #4 x S-O" DOWEL 12" S401 1 - - - - - -- 7 F6.0 I r--- TYP I ------ 3 2 TYP 12"x 24" /1 2"x_24- (E) CONIC SLAB --------- Ak 12N 4- p ciz. C, I I _j 4/S4.03 --- r L 071 5'-0' F -cc, 12'x24" 12'x F6.0 cR A,. - _j IL ------ F6.0 : I ------- FIF- L --------------- I -- F _cc8 12"x24" ------------ CC13 1w, Ir AD D 7 5 T&B c _T_ _O'V�18"DP CONC #5 T&B EW ---- //'4 ----- T FIG Lj 29'-0' 24" TYP AT IW FTG, LINO , ----------- . - C MU101 - Z 12Y M . ..... - ------- _cC1 371 41'12 .24" ------------ ------------ L --------------------------------------------- -ty �Zy WA '.0,- " C 12 SPREAD FOOTING SCHEDULE TYPE SIZE REINFORCING REMARKS F4.0 4'-O"SQxl2"DP (4) #68 EW 12/S4.02 F5.0 5'-0"SQxl4"DP (5) #6B EW 12/S4.02 F6.0 6'-0*SQxl6"DP (6) #6B EW 12/S4.02 F8.0 8'-0"SQxl8"DP 1 (8) #8B EW 12/54.02 RESUe 10" "C WALL C .�q 6 VEIT @ 12 EF & 9 1 C TYP PERIMETER �4 Iz 0 18 0 EF S4.01 TYP AT PERIMETE No FIG TYP 1 JES: 1 12 1 #5 x S-6" DOWELS 0 12"OC POST INSTALLED INTO (E) 00 NC WALL W/ EPDXY W/ 6- EMBED AUG 19 2016 ROOF 00 �789 QVAI, may FOUNDATION PLAN 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER 51.00 THROUGH S1.03. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. EXISTING INFORMATION SHOWN IS FROM EXISTING STRUCTURAL DRAWINGS AND NOT AS -GUILTS AND SHOULD BE FIELD VERIFIED. CONSULT ENGINEER OF RECORD PRIOR TO NEW CONSTRUCTION IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON PLAN OR IF EXISTING BUILDING HAS QUESTIONABLE CONDITIONS. 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: ALL DOOR OPENINGS IN FOUNDATION WALLS; DRAINS AND SLOPES; BLOCKOUTS FOR PLUMBING, SPRINKLERS AND WAC. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS.STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. CONCRETE CURBS AND LOCATIONS PER IN ARCHITECTURAL DRAWINGS. 4. TOP OF SLAB (T/SLA ) ELEVATION AS SHOWN ON PLAN. FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND ARCHITECTURAL DRAWINGS PROVIDE 6 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR DRAWINGS. PROVIDE FREE -DRAINING GRANULAR FILL PER GECTECH REPORT. 5. ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL FILL SUBGRADE PREPARATION, STRUCTURAL FILL, FOOTING DRAINS, AND OTHER REQUIREMENTS PER GECTECH REPORT AS NOTED IN THE STRUCTURAL GENERAL NOTES. 6. CONTRACTOR TO VERIFY TOP OF CONCRETE (T/CONC) WALL ELEVATIONS ON ALL PARTIAL HEIGHT RETAINING WALLS. MAINTAIN T/WALL ELEVATION A MINIMUM OF 6- ABOVE FINISH GRADE. 7. MOISTURE PROOF ALL CONCRETE STEM AND BASEMENT WALLS PER ARCHITECT. 8. STEEL STAIRS SHALL BE BIDDER -DESIGNED, UNO. APPLICABLE DESIGN REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 9. CONTRACTOR TO CAN SLAB TO VERIFY LOCATION OF ALL EXISTING STRUCTURE REINFORCEMENT AND P-T TENDONS. CONTRACTOR IS TO MAINTAIN 3" CLEAR FROM P-T TENDONS IN ALL DIRECTIONS AND IS NOT TO CUT EXISTING REINFORCEMENT. 10. NOTE THAT ELEVATOR STEEL AND CONNECTIONS ARE PRELIMINARY AND SUPPLIED TO HELP BID EFFORTS. ALL STEEL AND EMBEDMENTS WILL NEED TO BE COORDINATED WITH THE ELEVATOR SUPPLIER AND ARE NOT FINAL CONTRACTOR IS TO NOTE THAT ELEVATOR MANUFACTURER MAY REQUIRE ADDITIONAL STEEL. 11. ANY MODIFICATIONS OR CONSTRUCTION THAT INVOLVES THE EXISTING STRUCTURE ASSUMES THAT THE PHASE I BUILDING IS INTACT AND THAT ITS STRUCTURAL INTEGRITY IS NOT AFFECTED. ANY DAMAGE TO THE EXISTING BUILDING WHICH OCCURS DURING CONSTRUCTION MAY RESULT IN FURTHER REPAIR TO BRING THE EXISTING BUILDING RACK TO AN ADEQUATE LEVEL OF STRUCTURAL INTEGRITY. THIS ADDITIONAL WORK WILL BE OUTSIDE THE SCOPE OF DCI'S ORIGINAL CONTRACT AND WILL BE CAUSE FOR ADDITIONAL SERVICES. 12. TYPICAL DETAILS PER: I/S4.01 TYPICAL STAIR ON GRADEnne 4/54.01 STANDARD HOOKS AND BAR BENDS 6/S4.01 TYPICAL STEP AT SLAB ON GRADE 11/54.01 TYPICAL C RENFORCEMENTONCRETE WALL OPENING 12/54.01 TYPICAL LAP SPLICE SCHEDULE 3/54.02 TYPICAL STEPPED FOOTING S5.20 TYPICAL REINFORCING IN CMU WALL 4/S5.20 TYPICAL CMU CONTROL JOINT DETAIL REVIEWED AUG262016 Rei�d By: BECK & ASSOCIATES, PLLC LEVEL P1 FOUNDATION LEVEL 3 LEVEL 2 LEVEL 1 LEVEN_+ NOTE: DARKENED LINES DESIGNATE AREA OF WORK. PLAN, LEVEL P1 FOUNDATION PLAN 14081-0137 '04"rt Nf�:1 ") APRIL 22D Nu - S2.0 SET N I I I 61 2" MIN - t 2" MAX P-T CON SLAB PER PLAN NOTES HP = 39.1 ____ .T.________ T ----__ (2) BANDED i ---------- < TENDONS I \ 41/4 1/2 5 6 4 61/2 n � I Ia m I I � I (12) BANDED _ TENDONS 63/a 21/2 1/2" I I n I I 1 x (16) BANDED i 5 N TENDONS I I � 159'-10IN6" 18'-03U" 16'-7Y° 17'-69f6" 1T-2)¢" 17'-10%6" I I I I I I m o 61/2 MIN - 71/2 rn o {-n zo"� MAX -T CONIC SLAG o 50.1 p < PE PLAN NOTES p pg HP = 39.10' 6 4 61/2 6 4 51/2 11/2 6/a v ro ---_-6- _ : `TENDON LOW 61 4 3 n POINT VARIESI 61/4 A3 - �3/a LINEARLY MM, 3 64 33 /4 63/4 8° P-T CO C SLAB I PER PLAN MOTES I I T/SLAB = 39.60' (14) BANDED TENDONS I — i HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com DCI+SDC- E rT G I rT E E R 5® ONE POST STREET"SUITE 1050 SAN FRANCISCO, CALIFORNIA 94104 xe. plW»eseo wEESIre: .aaT�Nlrz"..re� _ ®C nght 08/2016 Dkmota Co nano I.. Al FgMn R-d PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC TENDON VARIES I 1 I I I TENDON LOW I{r 5� 2 LINEARLY POINT VARIES LINEARLY 63/4 21/2 0 1 1 63/4 3 6 4 31/2 (16) BANDED _ a (12) BANDED i 5 51/2 6 _ - TENDONS L a - I ); ENDONS— a I 1/2„--�� I (E) EXISTING BUILDING 2 I TO REMAIN p p 2 �I (12) BANDED -yo No 63/4 TENDONS p ef,71: N (8) BANDED IL61/4 I I I TENDONS UP 36 L4 3�2------ ------ -- ----31/4 1 WEE RExsoN °wr 341/2 m a /2 63/4 63/4 1 1/ (8) BANDED �; 4/22/16 PERMIT SET TENDONS 1/2" r? 108/18/16 PERMIT SET REV 2 0 777 2'-6 (12) BANDED w TENDONS 4 1 3 n 63/4 3 63/a 2 63/4 63/4 63/4 1 3 Rx 1 — - - - - - -3 - 1- L --------- ------------ - - -S 513/4 363/4 363/4 p 363/4 i (6) BANDED I I ------- \ ) TENDONS ) I n T/(E) SLAB = 40.51' I 7" P-T CONIC STAB I PER PLAN NOTES m N SLOPE 1/2 T/STAB = 42.10' c o. I I PPPECT oIPECttIq _ z PER ARCH CONTRACTOR TO SCANJB TENDON LOW FOR PT & REBAR POINT VARIES I PER NOTE 9 DL (8) BANDED i 3 UNEARLY 1 I I I r I I I PRUECT aealrEcr TENDONS I JR I 53/4 .2 I 777 PROJECT IFNA MEMBE" I TENDON LOW POINT VARIES I 1/2 LINEARLY (14) BANDED, I TENDONS I I I 5 1 4 12 63/4 1 33/4 6/ 33/4 63 43/4 TENDONS 18) ED ENcaxEm 2y -- I - - - 53/4 �1 ,� - L I(6) BANDEDTENDONS a 11/2 53/4 „(8) BANDEDREVIEWED TENDONS3r5/a ty2 AUG232016gr53/4 3 2 2 (6) BANDED S R4. 7N4,�7- IF 1 /2 5 /4 33/4 6 43/4 63/4 21/ DONS RM BECK & ASSOC T P�4.4 4 6 MI P-T ao1e9 � C, 2" MIN - 61 p" C NC SLAB AUG 19 2016 � Al ` N P-T CONC SLAB I I I I I PER 1PLAN NOTES elnl�tuoorsarinnExr PER PLAN NOTES T/ LAB VARIES CII 0110ONOB HP = 42.60' POST -TENSIONED SL4 PLAN NOTES: I HIJ = 39.60' ROOF 1. STRUCTURAL GENERAL NO ES, DESIGN CRITERIA, ABBREVIATIO S AND LEGEND PER 7. CO LIMN OR WALL OVER -POURS INTO OST-TENSIONED SLABS SHALL NOT BE 12. HORZONTAL SWEEP OF THE TENDONS SHALL NOT BE GREATER THEN 1:6. TENDONS S1.00 THOUGH S1.03. GREATER THAN 1/2" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL WITH HORIZONTAL SWEEP GREATER THAN 1:6 SHALL BE REVIEWED BY THE OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST -TENSIONED TENDONS. ENGINEER -OF -RECORD FOR TENDON SPACING AND ADDITIONAL REINFORCING LEVEL 3 �. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. REQUIREMENTS PRIOR TO PLACING CONCRETE. EASN.ING INFORMATION SHOWN IS FROM EXISTING STRUCTURAL DRAWINGS AND NOT 8. DO NOT INSTALL DRILL -IN ADHESIVE AND EXPANSION ANCHORS IN THE LEVEL 1 AS-BUILTS AND SHOULD BE FIELD VERIFIED. CONSULT ENGINEER OF RECORD PRIOR POST -TENSIONED SLAB. DRILLING INTO POST -TENSIONED SLAB WITHOUT APPROVAL 13. PROVIDE FULLY ENCAPSULATED SYSTEM OF THE POST -TENSIONED TENDONS AND LEVEL 2 TO NEW CONSTRUCTION IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON PLAN OR IF FROM THE STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED. ALL BUILDING ANCHORS AT THIS LEVEL. ENCAPSULATION REQUIREMENTS PER STRUCTURAL GENERAL POST -TENSIONED EXISTING BUILDING HAS QUESTIONABLE CONDITIONS. SYSTEMS: MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, NOTES. CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC FRAMING PLAN 3. MILD REINFORCING BAR LAYOUT SHALL BE PER MILD REINFORCING PLAN. INTO THE POST -TENSIONED SLAB PRIOR TO POURING THE CONCRETE. 14. IF CONDUIT FOR MEP IS TO BE PLACED WITHIN THE SLAB THEN A PLAN MUST BE LEVEL 1 SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW. REFERENCE PR61E 1 N.. 4. WALL DIMENSIONS, SLAB OPENING DIMENSIONS AND SECTION CUTS SHALL BE PER 9. CONTRACTOR TO SCAN SLAB TO VERIFY LOCATION OF ALL EXISTING STRUCTURE DETAIL 4/S5.02 FOR REINFORCEMENT REQUIREMENTS AT AREA WITH CONDUIT. 14081-0137 MILD REINFORCING PLAN. REINFORCEMENT AND P-T TENDONS. CONTRACTOR IS TO MAINTAIN 3" CLEAR FROM LEVEL P7 - 5. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND P-T TENDONS IN ALL DIRECTIONS AND IS NOT TO CUT EXISTING REINFORCEMENT. 15. TYPICAL DETAILS PER: I I_I I -III APRIL 22, 20t¢ r, 'n RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE 10. ADDITIONAL SHAFTS MAY BE LOCATED AFTER THE SLAB IS POURED IF APPROVED BY S5.01 TYPICAL POST -TENSIONED DETAILS NOTE: P_NE1W0Rr"t' REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. THE STRUCTURAL ENGINEER OF RECORD AND COORDINATED WITH THE GENERAL 4/S5.01 TYPICAL SLAB TENDON PROFILE DARKENED LINES DESIGNATE 1F CONTRACTOR. 6 & 7/S5.01 TYPICAL POST -TENSIONED ANCHOR DETAILS AREA OF WORK. 6. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON 9/S5.01 TYPICAL POST -TENSIONED CONSTRUCTION JOINT DETAILS 1LIES IP11C PLAN. FOR FIRE RATING REQUIREMENTS REFERENCE ARCHITECTURAL AND MILD 11. TENDONS STRESSING SEQUENCE PER GENERAL NOTES. STRESS A MINIMUM OF (2) S5.02 TYPICAL SLAB OPENING AT POST -TENSIONED FLOOR sr BED REINFORCING PLANS. TENDONS AT SLAB EDGES PERPENDICULAR TO THE BANDED TENDON ENDS BEFORE S� 0 1 A BANDED TENDONS ARE STRESSED. LEVEL 1 POST -TENSIONED FRAMING PLAN SCALE:1/8"=1'-0" N\� SET 159'-1013/jg" 16'-2" 11'-7)(6" 21'-A' 18'-0 16'-�" 1T-66A(g" 17'-2Y2" 17'-10%6" 61/2" MIN - 7 1 2" 61/2 MIN - 71/2" MAX P-T CON SLAB MAX -T CONIC SLAB PER PLAN N TES PE PLAN NOTES HP = 39.1 ' H = 39.10' ® 3 N NO2 j N MZO N Uv F— . AT GONC WALL (LOW) Sim 8" P-T CO SLAB I I PER PIN MOTES I I I T/SLAB = 39.60' , 1 X 1 /S5.25 z" AT WALL (HIGH) N _ i I �= AT/sPARTIAL I N a I I ( I HEIGHT WALLI 1/2" ABOVE I M a , I I I I I I 1 I I UP i :,.,. I W U I fry X 6/55.25 i/2 AT STAIR RAMP ON 10/S5.25 ,4 AT RAMP I--- -------------- - - ---------------1 y: I I I I I NI I" 7" P-T CONC SLAB I rn ca PER PLAN NOTES SLOPE T/SLAB = 42.10' I PER ARCH 12/S5.25 TYP AT PARTIAL I I HEIGHT WALL I I 3 1 AT CONIC z I i BEAM $ i I a I a0 is � 3 I I I I � I Y� I 7 — 5 2"MIN-6 2" MAX P-T CONC SLAB I I 1 I I I I PER PLAN NOTES HP = 42.60' OVER -FRAMING PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.00 THROUGH S1.03. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3. ADDITIONAL INFORMATION NOT NOTED PER MILD REINFORCING PLAN. 4. OVER -FRAMING SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON PLAN. 5. DO NOT INSTALL DRILL -IN ADHESIVE AND EXPANSION ANCHORS IN THE POST -TENSIONED SLAB. DRILLING INTO POST -TENSIONED SLAB WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER OR RECORD IS NOT PERMITTED. ALL BUILDING SYSTEMS MECHANICAL, ELECTRICAL, PLUMBING FIRE PROTECTION SHALL PLACE DUCTS, CHASES PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO POURING CONCRETE. s 6. TYPICAL DETAILS PER: S5.25 TYPICAL OVER -FRAMING DETAILS 5/S5.25 AT PERIMETER WALL I I 4/S5.25 i I I � I I 5/S5.25 i AT PERIMETER WALL i TO REMAIN ----------------- CONC WALL W/ ® 12"OC EW AT INT_UNO — CONIC SLAB PERIPLAN NOTES T/$LAB VARIES H = so.60' HALLER ARCHITECTS LLC 10 12216 Corliss Avenue North € Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com fr DCRSDC ONE POST STREET. SUITE 1050 SAN FRANCISCO, CALIFORNIA 94104 PHONE,(415750&0000 ( 9 —IT E:..tldmgl�mem.mm URAL _ b ®Copynl ht CB%010 O'AmNa Ceme,mno In[. Al Fggh1F R— 2 pggp� te13 PROJECT: s E, Edmonds Mixed Use Building c 0 G $a LOCATION: a 201 Main Street Edmonds, WA 98020 sE O a LL F= PREPARED FOR: Edmonds 2020 LLC DATE RM90N 4/22/16 PERMITSET 0/18/16 PERMIT SET REV 2 PR0.ECi CIRECIpi JB PRPE4T MANAf£R DL PRCFCT 0.9CNI1ECt KA, JR PPCJ=CT iFA4 MdOFA CNECN REVIEWED AUG 262016 LFY Reviewed By: BR f� BECK & ASSOCIATES, PLLC RESU r 9 2016 i0 6 9 .��n,41A1. ET�•�T"`-�� LAU�IG BLEW WMO NW MIA ROOF ROOF LEVEL � ¶LEVEL 1 LEVEL 2 OVERFRAMING LEVEL 1 PLAN PRPECi N0. 14081-0137 III—III—III--9 LEVEL P1 DATE APRIL22�20f,�:��'�'"�� NOTE: PRO EC NmroRR P:nr DARKENED LINES DESIGNATE I,,tG zoll _ AREA OF WORK. 91EET NUIRem _ E(. R ASS LEVEL 1 OVERFRAMING PLAN CZ O SCALE: 1/g"=1'-0" N y • SET Cl C C C C C rl n n n n n n n n n 1 159'_I09(6 1l'-7/16" 21'-2>(ti" 18'-0%' 16'-7Y4" 17'-69(6 17'-2�" 1T-1049i5" 23'-W 61 2" MIN - MAX P-T CON 1 2" SLAB .1`L ' �� 8'_0" 61 2 MIN - 71 2" 1 n MAX -T CONC SLAB I PER PLAN N HP = 39.1 TES '.`1' m CONC WALL BELOW, m o ' TYP WHERE OCCURS •,� PE PLAN NOTES H = 39.10' AT c� C SURE POUR ____ T________ _____________ _______ ___ T __ _ ____ _ _ __ ____ ________ _ __t__________________ _____ ______ _ _� _� _ - - SRE SRE SRE III 718 IE 1 ? cc CC7 OC12 CC7 CC12 CC7 N------------' " I 6 12 x24" 12"x24" 12"x24" 12 x24 12 x24" 12"x24" I 12"x24" CC1 CCl CC7 12"x24" 12 x24" I I 12"x24" 1 - _ - ,. - _C - --' - - - j 12 x24" I 3 I I i g 7/2" I 1 8" P-T CO C SLAB 1 z I I PER PLAN MOTES I I i X 1 T/SLAB = 39.60' I N CC1 CC1 i 12"x24" 1-T 24" I , i 8/S3.12 I AT WALL ry� .; I a ; x " I I I I I i I cca I �; x -CC 12 x24" CC7 CCt 12"x20" CC4 CC4 I 12"x24" 12"x24" 12"x24 12"x24" Y 0 1 11/53.11 - — - - - - V/SSOeY s SRG I •I - — - I 1 - - - iTYP IM CC7 I CC15 1 1/2" 12" CONC S EAR WALL P/, COL, UNO 12"x24° 1 12"x24" ''"C j 1 (E) EXISTING IR REMAIN o TYP AT STAI CORE, UNO ELEV �' 1 10 10/S3.12 _ `x ELEV PER PARKIN OUTLINE }` 9/5304 NOTE 10 BY THERS ' TYP WHERE OCCURS r___________________ t N I 1 �I CC10 I \1.. �: HSS 4x1/2 I ': UP 0 ER 12"x24" _ o� UP �a SIR • i- — - - ' - ; n - - E - - -- - --- -- 1 DN CC7. CC6 x 12"X24" FID L _ 7B 78 m AT ELEV 11 S3 04 10" CONC = 42,10, SCHED SCH D PERI SHEAR WALL 1 a 12 7 6T I 1 55.12 z 12"x24" 12 z24" 2"x24" 3 5 x 3'-6" DOWELS ®12" POST INSTALLED6WALL EPDXY E) - - 'I. -v ,:.:. ~. ., _ YCO EMBED/ 9/53.10 I 12"x 4" CC S5 11 6T i I T/(E) SLAB - 40.51' 7" P-T CONC SLAB CC1 CCi PER PLAN NOTES 12"x 4" 127X2 12"x " 2 ' _ SLOPE T/SLAB = 42.10' o i ® PER ARCH 1 CC6 I " m N 1 o 12"x24" 1B o I D FD CONTRACTOR TO SCAN FOR PT & REBAR PER NOTE 9 sr I I I I I 1 T NIT 77, 2,-6" C L, AUNO 777 All 2 /S5.04 I TYP AT CONN s i3o ��s� 3 i-�---� '-0"Wx38"D iI 1 6T CC4 CONC BEAM 1 1 CC4 CC4 j 12.x24 i � i 1 12"x 4" 12°X24° 2"x2 I I TO (E) CONC SLAB �c'®3°d' o7 oek a I 4" VENEER PLANCC16 PER , I 12 x24— I TYp WHERE i ' a 1 OCCURS TYP AT ITT COL 1 Y.. ON 7" P-T SLAB, � ` .. I SRA UNO CC13 CC7 '` FD FD 8T #5 x 3'-6" DOWELS 1 "' 1 12"x24° i I CCB I 112"x24" I I I I I I 12 x24" 3T a ; SRE 141kSRA CC4 POST INSTALLED INTO (E CONC WALL W/ EPDXY W/ 6" EMBED i 12"x24" 5 2" MIN - 6 2" MAX P-T CONC SIAB PER PLAN NOTES CONC WALL B TYP WHERE OC�QURS OW, Typ AT EDG COL, UND I I MILD RI#INFORCING PLAN NOTES: 10" CONC WALL W/ 5 VERT ® 12"TIC EF #4 HORIZ 0 18"OC TYP AT PERIMETER' L & EF CC2 CC13 I 12"x24" I 12"x24" CC13 I 12"x24" I 6 MIN C PER T/ H - 8" MAX P-T NC SLAB (PLAN NOTES LAB VARIES = 39.60' I. mluw u , naroly �rcu �n noonwinu�rvo Wvv A.coovv rr_n S1.00 THROUGH S1.03. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. EXISTING INFORMATION SHOWN IS FROM EXISTING STRUCTURAL DRAWINGS AND NOT AS-BUILTS AND SHOULD BE FIELD VERIFIED. CONSULT ENGINEER OF RECORD PRIOR TO NEW CONSTRUCTION IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON PLAN OR IF EXISTING BUILDING HAS QUESTIONABLE CONDITIONS. 3. POST -TENSIONED TENDON LAYOUT SHALL BE PER POST -TENSIONED FRAMING PLAN. 4. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. 5. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON PLAN. 6. COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLABS SHALL NOT BE GREATER THAN 1/2" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST -TENSIONED TENDONS. POST -TENSIONED SLAB. DRILLING INTO POST -TENSIONED SLAB WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED. ALL BUILDING SYSTEMS: MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO POURING THE CONCRETE. 8. ADDITIONAL SHAFTS MAY BE LOCATED AFTER THE SLAB IS POURED IF APPROVED BY THE STRUCTURAL ENGINEER AND COORDINATED WITH THE GENERAL CONTRACTOR. 9. CONTRACTOR TO SCAN SLAB TO VERIFY LOCATION OF ALL EXISTING STRUCTURE REINFORCEMENT AND P-T TENDONS. CONTRACTOR IS TO MAINTAIN 3" CLEAR FROM P-T TENDONS IN ALL DIRECTIONS AND IS NOT TO CUT EXISTING REINFORCEMENT. 10. NOTE THAT ELEVATOR STEEL AND CONNECTIONS ARE PRELIMINARY AND SUPPLIED TO HELP BID EFFORTS. ALL STEEL AND EMBEDMENTS WILL NEED TO BE COORDINATED WITH THE ELEVATOR SUPPLIER AND ARE NOT FINAL, CONTRACTOR IS TO NOTE THAT ELEVATOR MANUFACTURER MAY REQUIRE ADDITIONAL STEEL. 11. PROVIDE #5 ® 48"OC RISER BARS FOR TOP MILD REINFORCEMENT SUPPORT. CLEAR FOR ALL BOTTOM REINFORCING AND 1" CLEAR FOR ALL TOP REINFORCEMENT, UNO. 14. CONTRACTOR TO COORDINATE EMBED PLATES REQUIRED FOR STAIRS, GUARDRAILS, INTERIOR AND EXTERIOR WALLS, WINDOW WASHING ANCHORS, ETC. 15. PROVIDE (3) #5B x 8'-0" EW AT ALL INTERIOR COLUMNS, OR PROVIDE (3) #5B x 6'-0" W/ STANDARD HOOK PERPENDICULAR TO SLAB EDGE AT EDGE AND CORNER COLUMNS, ONO PER PLAN. 16. AT DROP BANDS, SPLICE BOTTOM STEEL AT COLUMNS AND TOP STEEL MID -SPAN PER LAP SPLICE SCHEDULE. 17. ANY MODIFICATIONS OR CONSTRUCTION THAT INVOLVES THE EXISTING STRUCTURE ASSUMES THAT THE PHASE 1 BUILDING IS INTACT AND THAT ITS STRUCTURAL INTEGRITY IS NOT AFFECTED. ANY DAMAGE TO THE EXISTING BUILDING WHICH OCCURS DURING CONSTRUCTION MAY RESULT IN FURTHER REPAIR TO BRING THE EXISTING BUILDING BACK TO AN ADEQUATE LEVEL OF STRUCTURAL INTEGRITY. THIS ADDITIONAL WORK WILL BE OUTSIDE THE SCOPE OF DCI'S ORIGINAL CONTRACT AND WILL BE C 12"OC TOP REINFORCING SCHEDULE MARK QUANTNY REINFORCING LENGTH SPACING REMARKS 1T 7 5 10'-0" 2T 7 5 12'-0" 3T 6 5 10'-0" 4T 7 5 6'-0" W STD HOOK 5T 5 10'-0" 12" W STD HOOK PER PLAN 6T 5 5'-0" 12" W STD HOOK 7T 5 5'-0" 24" W STD HOOK 8 5 12'-0" 24" 9T 5 13'-6" 12 W STD HOOK AS SHOWN 10T 5 13'-6" 1B" W STD HOOK AS SHOWN 1IT 5 15-0" 1B" W STD HOOK AS SHOWN BOTTOM REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1B 4 CONT 48" TYP OVER ENTIRE SLAB 2B 3 5 7'-6" TYP EW AT COLS UNO 3B 3 5 5'-0" W STD HOOK 48 4 12'-0" 24" ADDL 5B 4 12'-0" 48" ADDL 68 4 24'-0" 24" 7B 2 7 14'-0" EMBED 48" INTO SHEAR WALL 88 5 13'-6" 12" W STD HOOK AS SHOWN 98 5 CONT 12" TYP OVER 81/2" MILD SLAB 108 2 9 PLAN LENGTH PER PLAN TOP AND BOTTOM REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1TB 2 4 CONT TYP AT PERIMETER, 4 TOTAL 2TB 5 10'-0" 12" 3TB 5 6'-0" 12" W STD HOOK 4TB 5 6'-0" 12" TYP AT CLOSURE POUR 5TB 5 3'-6" 12" W STD HOOK: TYP AT CLOSURE POUR 6TB 5 T-6" 12" W STD HOOK: TYP AT CLOSURE POUR 7TB 3 5 CONT TYP AT CLOSURE POUR 8T6 2 6 4 TOTAL 9T6 3 8 30'-0" 6 TOTAL 1OTB 5 10'-0" 12 W STD HOOK AS SHOWN CAUSE TO ADDITIONAL SERVICES 18. TYPICAL DETAILS PER: S3.01 TYPICAL COLUMN ELEVATIONS 12/S4.01 TYPICAL LAP SPLICE SCHEDULE S5.01 TYPICAL POST -TENSIONED DETAILS S5.02 TYPICAL SLAB OPENING REINFORCEMENT S5.03 TYPICAL STUDRAIL DETAILS AT COLUMNS S6.06 TYPICAL BRICK VENEER DETAILS REVIEW ROOF AUG 2620 Reviewed LEVEL 2 _ BECK & ASSOCI $ LEVEL 1 LEVEL P1 NOTE: DARKENED LINES DESIGNATE AREA OF WORK. LEVEL 1 MILD -REINFORCING PLAN SCALE: 1/8'=1'-0" HALLER ARCHITECTS LLC 12216 Curtiss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscotti@gmail.com E A G I n e E R 5® ONEP06TSTREET-SUITE1050 SA NFRANCSC, CALIFDRNIA 94104 ®c.FTaym ae/smz o' PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC .w REN40x 4/22/16 PERMIT SET �8/18/16 PERMIT SET REV 2 P-T UIRECTIxi JB vaa.XCT EuxA¢a DL PRR:ECT Ai.-T KA, JR PR-T TWA MEMRFA p1ECx ¶LEVEL 1 MILD REINFORCING PLAN 14081-0137 -L APRIL 22, 2016",:;1, .' PRo-.ECT xErxonx PATA y.,� t:o i 962016 SOC1P x,Err xuuem but, , 1 SZO • SET 21'-4" I �J ooy�o� I (24) INDED TENDOtI75 33/ I (11) BAND D TENDONS I I moo (6) BANDED TENDONS (E) EXISTING BUILDING TO REMAIN HALLER ARCHITECTS LLC s g 12216 Corliss Avenue North g Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com DCVSDC- On G 1 n Is Is 5® ONE POST ISCO, CASUfTEIDSO SAN FRANCISCO, CALIFORNIA 94104 LIFORNIA PHONE: (CI016998890 $ p®G^PYh�Al WEBSIiE: wmV.WTn9Rneenam ORAL 00/20160'Omafa Conwnano Inv 011 fli99" fleawM 5° 3 U!men wwro xe. awwime+n mpvp x. ne unuewwa .•. �. PROJECT: Edmonds Mixed Use c� a G 3`� Building We LOCATION: a 201 Main Street eg Edmonds, WA 98020 O LI- E PREPARED FOR: Edmonds 2020 LLC D"TE RErvmx 4/22/16 PERMIT SET 0/18/16 PERMIT SET REV 2 P-T DIRECTOR J13 ROECT IWUIIII DL oECT —MOT KA, JR PI-T 1F/JI MEMBER CHECK ENgNEER ` I ; I ELyOF (E) SLAB,,.,, n I� 8$ 3� 2 9/4 4 53/a I I i '��'g'EWA f fiyl 4 3 I /4 i c$,rr' A 53/4 \ yQ _ _- ____ ____ _____ __ ___ ______________53/4 _____ __ ___31/2 __I_____ 4'/2_______5 ____ __-_________ _— L____------ --ao�es g RESUi�i BAND (4) ED —_ AUG 1 9 2016n1 �q` TENDONS -�` I I I I I 6WOGF�MO wE REVIEWED POST -TENSIONED SLAI4I PLAN NOTES: I ' LTENSIONED ROOF 1. STRUCTURAL GENERAL N01ES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER 7. COLN OR WALL OVER -POURS INTO SLABS SHALL NOT BE 12. HORIZONTAL SWEEP OF THE TENDONS SHALL NOT BE GREATER THEN 1:6. TEND NS AUG Z 2016 S1.00 THOUGH S1.03. GREATER THAN 1/2" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL WITH HORIZONTAL SWEEP GREATER THAN 1:6 SHALL BE REVIEWED BY THE LEVEL 3 OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST -TENSIONED TENDONS. ENGINEER -OF -RECORD FOR TENDON SPACING AND ADDITIONAL REINFORCING nu LEVEL 2 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. REQUIREMENTS PRIOR TO PLACING CONCRETE. Revieweo 6y: CIATES, PLLC EXISTING INFORMATION SHOWN IS FROM EXISTING STRUCTURAL DRAWINGS AND NOT B. DO NOT INSTALL DRILL -IN ADHESIVE AND EXPANSION ANCHORS IN THE BECK & ASSC POST -TENSIONED AS-BUILTS AND SHOULD BE FIELD VERIFIED. CONSULT ENGINEER OF RECORD PRIOR POST -TENSIONED SLAB. DRILLING INTO POST -TENSIONED SLAB WITHOUT APPROVAL 13. PROVIDE FULLY ENCAPSULATED SYSTEM OF THE POST -TENSIONED TENDONS AND' LEVEL 2 TO NEW CONSTRUCTION IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON PLAN OR IF FROM THE STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED. ALL BUILDING ANCHORS AT THIS LEVEL ENCAPSULATION REQUIREMENTS PER STRUCTURAL GENERAL EXISTING BUILDING HAS QUESTIONABLE CONDITIONS. SYSTEMS: MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, NOTES. CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC LEVEL 1 FRAMING PLAN 3. MILD REINFORCING BAR LAYOUT SHALL BE PER MILD REINFORCING PLAN. INTO THE POST -TENSIONED SLAB PRIOR TO POURING THE CONCRETE. 14. IF CONDUIT FOR MEP IS TO BE PLACED WITHIN THE SLAB THEN A PLAN MUST BE F14081-0137 PR01ECi NA SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW. REFERENCE 4. WALL DIMENSIONS, SLAB OPENING DIMENSIONS AND SECTION CUTS SHALL BE PER 9. CONTRACTOR TO SCAN SLAB TO VERIFY LOCATION OF ALL EXISTING STRUCTURE DETAIL 4/S5.02 FOR REINFORCEMENT REQUIREMENTS AT AREA WITH CONDUIT. MILD REINFORCING PLAN. REINFORCEMENT AND P-T TENDONS. CONTRACTOR IS TO MAINTAIN 3" CLEAR FROM LEVEL P1 �APRIL P-T TENDONS IN ALL DIRECTIONS AND IS NOT TO CUT EXISTING REINFORCEMENT. 15. TYPICAL DETAILS PER: - f—f f—III- R2T:20,%44�0 5. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND NOTE: P"°'"T HETR9RK PAIN- 2QiS �1�C 2S RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. 10. ADDITIONAL SHAFTS MAY BE LOCATED AFTER THE SLAB IS POURED IF APPROVED BY THE STRUCTURAL ENGINEER OF RECORD AND COORDINATED WITH THE GENERAL 55.01 TYPICAL POST -TENSIONED DETAILS 4/S5.01 TYPICAL SLAB TENDON PROFILE DARKENED LINES DESIGNATE CONTRACTOR. AREA OF WORK. ANLJOINT POST -TENSIONED HSTRUC 1 6. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON 9/ 5015501 TYPICAL POST -TENSIONED CONTYPICAL OOR DETAILS SSOCIP-(�S�pL1-� PLAN. FOR FIRE RATING REQUIREMENTS REFERENCE ARCHITECTURAL AND MILD 11. TENDONS STRESSING SEQUENCE PER GENERAL NOTES. STRESS A MINIMUM OF (2) S5.02 TYPICAL SLAB OPENING AT POST -TENSIONED FLOOR 91EET xuM - REINFORCING PLANS. TENDONS AT SLAB EDGES PERPENDICULAR TO THE BANDED TENDON ENDS BEFORE BANDED TENDONS ARE STRESSED. LEVEL 2PTIST-TENSIONED FRAMING PLAN O `� • SET SCALE: 1/a"=1'-O N HALLER ARCHITECTS LLC a 1 159'-109W 16'-7Y," T 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscott1pnmail corn _ I _ _ I_ _ _ _ _ I I I I I I r CC12 r I i CC12 5 MIN 7MAX 1 I 1 1 /2"" -DCI SDC- �� I r 12"x24" 1 12"x24" I t I t ' y�+� P-T CO IC STAB g� � �------- _-__- _ _ __ __-__-__-__-__ 2v 06 5Y T/SLAB VARIES TIP AT I HP = 54.37' SRF SRA SRAt 0 A 3 CORNER 00 TYP AT EXT DECK LINO UNO ®Q1 SRX '%�,TYP AT CORNER 0 $LAB EDGE F, m I 4 ..� I I I CORNER REI(JF PERTYP - �- - TRIM STL AT I LARGE OPNG PER 12/S5.02, TYP 1 I I 12" CONC I Q SHEAR WALL O n IT I P1 11 E d� 5® ONE POST STREET•SNRE 7050 WAN FRANCIS00, CALIFORNIA 94704 PxonB:InslweaeeB E .°. _ WEBBRE: wxx.UdanBrzNeen.mn ®Gpyn9M100/2010 O'Amnb Come,eano Inu YI F9xle fleaervM ... .I.Z .1 PROJECT""�,.�"..",.,-.,-m,",....ova.,. !Z s Edmonds Mixed Use Building eg fY o a LOCATION: 201 Main Street DER Edmonds, WA 98020 O if ILL F= PREPARED FOR: Edmonds 2020 LLC ED 6" MI - 71 2" MAX JPER P-T CONC SLAB P-T CONC SLAB ' PLAN NOTESPER PLAN NOTES174 5T I LAB = 54.87' I T/ILAB VARIES I I ; PARTIAL PLAN OF OVER - FRAMING i ® / = 54.87' i I (E) EXISTING BUILDING CC1 CC4 I'r 81/2" REINF CONIC SLAB ; TO REMAIN IN COURTYARD AREA l x20" CC CC4 12"x24" ; PER PLAN NOTES ; SCALE: ® 12x2 " 12"x24" T SLAB=53.87' .r 8, q/;;. OVER -FRAMING ZI Y�pp 7�' S/BJljpq O+4� (®E) 10" CONC WALL W/ #5 e_ 52.02 1F#4 HORIZ4VENEER P7?ryTRIM OCEFROMER ARCH 12" CONC HEAR WALL J_ xE. YRP �D LARG OPNG ------- - --- EL = 49.89' TO 55.18' BELOW STL STAIR TO C PER 2 55.02, TYP ------------- -- -- -- -BE SUPPLIED --- -_ _ S," 1 ELEV STE SOFFIT---- - - --- BY OTHERS SI _ .a 7 .;".,r. 11 TYP AT ST R CORE, UNO FS ( 1 2 1/2 SOFFIT STEP 9/5304 9B T&8 x 44'- DOWEL 3 -�--- ----- ------------- ----- N--- tr. .,:} --- - HSS4x1/2 LOW 0 1 %�c P I'lls o 6 1 `oo l i INSTALLEDi (E) I I I - DNY I SP ER FD I FD I FD , , ,ONC WALL W XY I-N-4 - - - w Er - c - -10/55.04 o I ' W/ 6" EMBED ICC14 �^ UP 2/56.02 CC4 C 1 __i_. 12"x24" 677 T : T LEV PER 2'x24" 1 x24" STAIR 1 I 0 NOTE 10 1 I I I 7B ... I o 52.05 < , I CH- I CH�E 11/53.04 I I SRA x.. SRA I a i i ____ ___ *_ All Im'la o i i v CC7 �);T 12/S5.10 ; a I �s 12 x2 " j1/2 I ID 3 v 3'-0"Wx18"DP CONC ® 2'-6"LNx18"DP I I I :A- a BEAM W/ CONIC BEAM I -- ---- -i- -_-_ --- -__= i--'a3"�¢o-------- - _ I REINF PER 4/ .10 - _ t• I - - - - -. - I - I L V SRA gRA -SRG I yt 1 I � N L5 � ... I 5 2" MIN - 611/2" MAX I I NP AT TNT I 1 ® o 51 2 MI - 61/. MAXM12"x24!' I P-T CONIC SLAB CC7 COL, LINO10T I f PER PLAN 0TES P-T ONC SLAB , I w NiY ® w T/SLAB V RIES 1 "x24" PER NOTES I � ; HP A 54 RIE37' T/S B VARIES FD /4 FD , 7" P T CONIC STAB HP 54.3T ; c i t I CONTRACTOR & REBARAN qo PER PLAN NOTES I T/SLAB = 54.87' 1 t/2" ; i PER NOTE777 9 I TYP AT INT I COL, LINO iB 88 1 1/55.04 I I 3'-6"Wx18"DP CONIC ' TYP AT CONN BEAM W/ --1I ; i CONTRACTOR REINF PER 8/ 5.10 CC4 3 (, CC1 CC4 CC4 ; ; TO LOCATE I I 12"x24" i N ' 12"x24" 12"x24" 12"x24" I I (E) EMBEDS I I o I I l I I I 2B I I SRA 7" MIN - 8" MAX 1T - ---I- - - - - - - "I REINF CONIC SLAB I I w coi i i SRA 2'-O"Wx631/4" I PER PLAN NOTES TYP AT CORNER " 9i I CONC B i T/SLAB VARIES COL EINF, LINO i /2 ; HP = 49.89' I i TYP SLAB IS TO MATCH 2" CC8 5T L, ATEDGE ----__-_ ID ; EL OF (E) SLAB I t2"x24" I cct3 I I I I I � � ,l BE - I ,w 0 T/SLAB - - - - - - - 5• 1 I ---------- _____ _______________ ____________ L___________________ ---- -- -- -- --- - -- ---- CONIC WALL BELOW, --- CC73 -----�----- ---- - TOP REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS IT 7 #5 10'-0" 2T 7 #5 12' 0" 3T 6 #5 10'-0" 4T 7 #5 6'-0" W STD HOOK 5T #5 10'-0' 12" W STD HOOK PER PLAN 6T #5 5'-0' 12" W STD HOOK 7T #5 5'-0' 24" W STD HOOK 8T 5 12::2 1.9T 5 13'-6" 12" W STD HOOK AS SHOWN 10T 5 13'-6" 16" W STD HOOK AS SHOWN 11T 5 15'-0" 18 W STD HOOK AS SHOWN BOTTOM REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 18 #4 CONT 48" TYP OVER ENTIRE SLAB 2B 3 #5 7'-6" TYP EW AT COLS UNO 30 3 #5 5'-0' W STD HOOK 4B #4 12'-0" 24" ADDL 5B #4 12'-0" 48" ADDL 6B #4 24'-0" 24" 7B 2 #7 14'-0" EMBED 48" INTO SHEAR WALL SB 5 13'-6" 12" W SID HOOK AS SHOWN 9B 5 CONT 12" TYP OVER 81/ " MILD SLAB rlrB108 2 9 1 PLAN I LENGTH PER PLAN TOP AND BOTTOM REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1TB 2 #4 GONT TYP AT PERIMETER, 4 TOTAL 2TB #5 10'-0" 12" 3TB #5 6'-0" 12" W STD HOOK 4TB #5 6'-0" 12' TYP AT CLOSURE POUR 5TB #5 V-6" 12" W STD HOOK; TYP AT CLOSURE POUR 6TB #5 3'-6" 12" W STD HOOK; TYP AT CLOSURE POUR 7TB 3 #5 CONT TYP AT CLOSURE POUR STB 2 6 4 TOTAL 9T8 3 1 #8 30'-0" 6 TOTAL 10T8 5 10-_Y 12" W STD HOOK AS SHOWN oAa B"xmv 4/22/16 PERMIT SET 1 8/18/16 PERMIT SET REV 2 PRPEC2 wRECiOR JB PRgECf YANRt Ji DL PRPECi -1- KA, JR PR6ECi 1EPx YEMBFx WECx ExdxEER IY9y3.f,�� y GIs„ aoTea d ft I I TYP WHERE OCCURS I 12 x24 12"x24" I 1U� $RA sRa AlG s 201fi MILD REINFORCING PLAN NOTES: CAUSE TO ADDITIONAL SERVICES. ROOF �,A QOE1 OFEOMAD rS� 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER 7. DO NOT INSTALL DRILL -IN ADHESIVE AND EXPANSION ANCHORS IN THE 13. POST -TENSIONED SLAB IS DESIGNED FOR TWO HOUR FlRE SEPARATION. PROVIDE 1" 18. TYPICAL DETAILS PER: LEVEL 3 SI.00 THROUGH S1.03. POST -TENSIONED SLAB. DRIVING INTO POST -TENSIONED SLAB WITHOUT APPROVAL CLEAR FOR ALL BOTTOM REINFORCING AND 1" CLEAR FOR ALL TOP REINFORCEMENT, FROM THE STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED. ALL BUILDING DUCTS, UNO. S3.01 TYPICAL COLUMN ELEVATIONS LEVEL 2 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. INFORMATION SHOWN IS EXISTING STRUCTURAL DRAWINGS AND NOT SYSTEMS: MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC 14. CONTRACTOR TO COORDINATE EMBED PLATES REQUIRED FOR STAIRS, GUARDRAILS, 12/S4.01 S5.01 TYPICAL LAP SPLICE SCHEDULE TYPICAL POST -TENSIONED DETAILS LEVEL 2 AS-BUIIL VERIFIED. AS-BUILTS AND SHOULD BE FIELD VERIFIED. CONSULT ENGINEER OF RECORD PRIOR INTO THE POST -TENSIONED STAB PRIOR TO POURING THE CONCRETE. INTERIOR AND EXTERIOR WALLS, WINDOW WASHING ANCHORS, ETC. 55.02 TYPICAL SLAB OPENING REINFORCEMENT MILD REINFORCING TO NEW CONSTRUCTION IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON PLAN OR IF S5.03 TYPICAL STUDRAIL DETAILS AT COLUMNS EXISTING BUILDING HAS QUESTIONABLE CONDITIONS. 8. ADDITIONAL SHAFTS MAY BE LOCATED AFTER THE SLAB IS POURED IF APPROVED BY 15. PROVIDE (3) #58 x 8'-0" EW AT ALL INTERIOR COLUMNS, OR PROVIDE (3) #58 z S6.06 TYPICAL BRICK VENEER DETAILS PLAN THE STRUCTURAL ENGINEER AND COORDINATED WITH THE GENERAL CONTRACTOR. 6'-0" W/ STANDARD HOOK PERPENDICULAR TO SLAB EDGE AT EDGE AND CORNERLEVEL 1 3. POST -TENSIONED TENDON LAYOUT SHALL BE PER POST -TENSIONED FRAMING PLAN. 9. CONTRACTOR TO SCAN STAB TO VERIFY LOCATION OF ALL EXISTING STRUCTURE COLUMNS, UNO PER PLAN. I.- xo 14081-0137 4. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REINFORCEMENT AND P-T TENDONS. CONTRACTOR IS TO MAINTAIN 3" CLEAR FROM P-T TENDONS IN ALL DIRECTIONS AND IS NOT TO CUT EXISTING REINFORCEMENT. 16. AT DROP BANDS, SPLICE BOTTOM STEEL AT COLUMNS AND TOP STEEL MID -SPAN PER LAP SPLICE SCHEDULE. REVIEWED - LEVEL Pt - ,. ry°' -� REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. II-III-III-�' APRIL go 10. NOTE THAT ELEVATOR STEEL AND CONNECTIONS ARE PRELIMINARY AND SUPPLIED TO HELP BID EFFORTS. ALL STEEL AND EMBEDMENTS WILL NEED TO BE COORDINATED 17. ANY MODIFICATIONS OR CONSTRUCTION THAT INVOLVES THE EXISTING STRUCTURE AUG 262016 NOTE: C 5. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON ASSUMES THAT THE PHASE 1 BUILDING IS INTACT AND THAT ITS STRUCTURAL DARKENED LINES DESIGNATE VG2 PLAN. WITH THE ELEVATOR SUPPLIER AND ARE NOT FINAL CONTRACTOR IS TO NOTE THAT INTEGRITY IS NOT AFFECTED. ANY DAMAGE TO THE EXISTING BUILDING WHICH OCCURS Reviewea 6y: AREA OF WORK. ELEVATOR MANUFACTURER MAY REQUIRE ADDITIONAL STEEL. DURING CONSTRUCTION MAY RESULT IN FURTHER REPAIR BRING THE EXISTING BECK & ASSOCIATES, PLLC SS�Ct C AP 6. COLUMN OR WALL OVER -POURS INTO POSE -TENSIONED SLABS SHALL NOT BE GREATER THAN 1/2" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL 11. PROVIDE #5 ® 48"OC RISER BARS FOR TOP MILD REINFORCEMENT SUPPORT. IN BUILDING BACK TO AN ADEQUATE LEVEL OF STRUCTURAL INTEGRITY. THIS ADDITIONAL WORK WILL BE OUTSIDE THE SCOPE OF DCI'S ORIGINAL CONTRACT AND WILL BE E - OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST -TENSIONED TENDONS, LEVEL MILD -REINFORCING PLAN SZ OZ - SCALE: 1/6"=1'-0" N , . SE t I_ 16'-2" I 11'-7YI6" 1 21'-216" L +6'- I 16'-7Yq' L 17'-6%6' 1 17'-27i• 1 +7-+Oi4s 1 2: 00 E cc 'v n: ®51 2" MIN - 71 " MAX !r PER -PI AN S B 6 T/SLAB VARI I r, HP = 63.44' 3 71" � 4 7 q 5 Lfflj� TYP AT EXT DECK, UNO (4) BANDED ?� TENDONS 81/2" P-T C 11 7`i,q 41/2 LJ LT 'v> PER PLAN NOTES T/SLAB (10) ANDED r r r' + (4) BANDED TENDONS 2 13 71 I� 31/2 ^ I I I 1 /q 1 TENDONS 3 4— 4— -_--- — — — �'q 5 �t� ------------- (10) ADDL TENDON LOW BANDED POINT VARIES - ® TENDONS LINEARLY + ( I I I I I T (20) BANDED TENDONS I I X (16) NDED 7 4 N TENDO S I I 1 1 ® ® I I I (16) BANDED �--- TENDONS TENDON LOW --_-_ ------ ^ 1/4 31/2 POINT VARI TEND BA DID - LINEARLY EARLY 4 ® ® L ^ 2 ^ 71/4 5 7 4 41/2 — - — — — — —7 TENDON — —L±d— — r — 2 (12) ADDL---_-�- - -_ < I I I I I BANDED TENDONS Po TEN ON LOW 1" SOFFIT STEP UNVARIES r� ON RLY 2 ,p 1" SOFFIT (6) BANDED STEP TENDONS r ___ ____ __ _____ it I 1/2 1 i I i 1--- T -- I I - -- — — - — — — (4) ---...---- TENDONS I I I o 0 + I I I n EZ•j TEND BANDED I I TENDONS I I 1 6I ____ - _____ $I- (6) BANDED TENDONS 4 51/2 1 21, (61/211) BANDED / TENDONS 1 61/2 q 61/2 \ q 61/2 q 61/2 3 61/2 12) BANDED 01T5 — — — —u — u — --u - u-- I 61 2 I I I 1 ♦ (12) nDED END I I rr- - = -------------------- 1- I j I (E) EXISTING BUILDING TO REMAIN HALLER ARCHITECTS LLC € so 12216 Corliss Avenue North na Seattle, WA 98133 ' TEL 206.235.0935 email: boyerscotll@gmail.com 6.a DCI+SDC- E77 G I n E E A S® ONE POST STREET -SURE 1050 g SAN FRANCCSCO, CALIFORNIA 941D4 wPeslie: g » vmw.awngRx..re.wm _ "1 11112121111Amob 11,111, InL NI RjI I m111111 �m..,...,.,•,"e.. ?.� PROJECT:...,.-..., # EA Edmonds Mixed Use e Building W'� LOCATION: 0- z 201 Main Street pc og Edmonds, WA 98020 O $€ LL. E $ PREPARED FOR: Edmonds 2020 LLC 71/2 P-T CONC SLAB PER PLAN NOTES PIII— PER T/SIAB = 63.95' 1/2" 777 P1—T ..A- IDL I(s) BANDED 11 ® I I I I I PRa T , KA, JR TENDONS 61/2, TENDON LOW PRaEcr P-T VARIES 53/4 ,PAv ueaem �LINFARLY�+ ----- aFFx 3 (11) BANDED----------� 61/2 61/2 r� I 41 61/2 I 1 t I 1 t (16) BANDED I ; TENDONS /2 � r-I 3 /2 fi /2 3 /2 4 /y TENDONS aaxml — 11 II V /2 I I 1/z• �gEY 8? I 61/2 31/2 61/21 1 2 61/2 (4 TENDONS I I S��OF WAgy`�� 51 31/2 ,S fig` 61/2 1 61/2 , 4 61/2 I 41/2 41/2 REVIEWED y 6 a (4) BANDED �_� - TENDONS (6) BANDED ; TENDONS -- — — — — — —L"121--10NS — — — — - — �� AUG262016 RESUB 40TB9 RE�ia y:--- — AUG 19 2016 I I I I I I I I I I BECK & ASSOCIATES, PLLC e O NOOEPnDrMENr l0 Al. CRYOF FDMON ' POST -TENSIONED SLAB PLAN NOTES: I I ROOF � 1. STRUCTURAL GENERAL NO , DESIGN CRITERIA, ABBREVIATIO S AND LEGEND PER N S1.00 THOUGH S1.03. PI 7. COLUMN OR WALL OVER -POURS INTO OST-TENSIONED SLABS SHALL NOT BE GREATER THAN 1/2" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST -TENSIONED TENDONS. 12. HORIZONTAL SWEEP OF THE TENDONS SHALL NOT BE GREATER THEN 1:6. TENDONS WITH HORIZONTAL SWEEP GREATER THAN 1:6 SHALL BE REVIEWED BY THE ENGINEER -OF -RECORD FOR TENDON SPACING AND ADDITIONAL REINFORCING LEVEL 3 LEVEL 3 2 EXISTING INFOFY ALL IMENSIONS AND RMATION SHOWNISFROMELEVATIONS SRUCTURAAL DRAWINGSANDNOT 8. DO NOT INSTALL DRILL -IN ADHESIVE AND EXPANSION ANCHORS IN THE REQUIREMENTS PRIOR TO PLACING CONCRETE. EXISTINGTHE AS-BUILTS AND SHOULD BE FIELD VERIFIED. CONSULT ENGINEER Of RECORD PRIOR TO NEW CONSTRUCTION IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON PLAN OR IF POST -TENSIONED SLAB. DRILLING INTO POST -TENSIONED SLAB WITHOUT APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED. ALL BUILDING 13. PROVIDE FULLY ENCAPSULATED SYSTEM OF THE POST -TENSIONED TENDONS AND ANCHORS AT THIS LEVEL. ENCAPSULATION REQUIREMENTS PER STRUCTURAL GENERAL LEVEL 2 v POST -TENSIONED EXISTING BUILDING HAS QUESTIONABLE CONDITIONS. SYSTEMS: MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, NOTES. FRAMING PLAN 3. MILD REINFORCING BAR LAYOUT SHALL BE PER MILD REINFORCING PLAN. CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC INTO THE POST -TENSIONED SLAB PRIOR TO POURING THE CONCRETE. 14. IF CONDUIT FOR MEP IS TO BE PLACED WITHIN THE SLAB THEN A PLAN MUST BE LEVEL 1 $, PnaEcr xo. SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW. REFERENCE e 4. WALL DIMENSIONS, SLAB OPENING DIMENSIONS AND SECTION CUTS SHALL BE PER MILD REINFORCING PLAN. � 5. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING Of ALL SHORING AND RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. a 6. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON PLAN. FOR FIRE RATING REQUIREMENTS REFERENCE ARCHITECTURAL AND MILD U REINFORCING PLAIDS. 9. CONTRACTOR TO SCAN SLAB TO VERIFY LOCATION OF ALL EXISTING STRUCTURE REINFORCEMENT AND P-T TENDONS. CONTRACTOR IS TO MAINTAIN 3" CLEAR FROM P-T TENDONS IN ALL DIRECTIONS AND IS NOT TO CUT EXISTING REINFORCEMENT. 10. ADDITIONAL SHAFTS MAY BE LOCATED AFTERTHE STAB IS POURED IF APPROVED BY THE STRUCTURAL ENGINEER OF RECORD AND COORDINATED WITH THE GENERAL CONTRACTOR. 11. TENDONS STRESSING SEQUENCE PER GENERAL NOTES. STRESS A MINIMUM OF (2) TENDONS AT SLAB EDGES PERPENDICULAR TO THE BANDED TENDON ENDS BEFORE BANDED TENDONS ARE STRESSED. DETAIL 4/S5.02 FOR REINFORCEMENT REQUIREMENTS AT AREA WITH CONDUIT. LEVEL PE 15. TYPICAL DETAILS PER: - , —, I—III--�' 55.0E TYPICAL POST -TENSIONED DETAILS NOTE: 4/S5.01 TYPICAL SLAB TENDON PROFILE DARKENED LINES DESIGNATE 9/� ,55.0E TYPICAL POST -TENSIONED ANCHOR DETAILS AREA TYPICAL POST -TENSIONED CONSTRUCTION JOINT DETAILS OF WORK. S5.02 TYPICAL SLAB OPENING AT POST -TENSIONED FLOOR LEVEL 3PQST-TENSIONED FRAMING PLAN � SCALE: 1/R"=1'-0" N �� / 14081-0137 — APRIL 22 PA—T xmawc I —I S 2.0 3A SET 16'-2• 1 11'-7M6" I 21'-YA" 1 18'-03/j" 1 1W-7W 1 17'-6%e I 17'-2Y2" 1 17'-10%6" _ 1 23'-8W 1 I I STUD AND SHEAR WALL PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.00 THROUGH S1.03. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. ALL INTERIOR NON -BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 4. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (1) TRIMMER AND (1) KING STUD MINIMUM, LINO. WHERE MORE THAN (1) TRIMMER IS REQUIRED, THE NUMBER OF TRIMMER STUDS SHALL BE NOTED THUS:()- . 5. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2) BUNDLED STUDS MINIMUM, LINO. WHERE MORE THAN (2) BUNDLED STUDS ARE REQUIRED, THE NUMBER OF BUNDLED STUDS SHALL BE NOTED THUS:a@ . I I 6. INDICATES HOLD-DOWN TYPE PER HOLD-DOWN SCHEDULE 3/S7.01. CIRCLED NUMBER INDICATES NUMBER OF TRIM STUDS REQUIRED IN ADDITION TO BUNDLED OR TRIM STUDS OR POSTS SHOWN ON PLAN. (2) STUDS MINIMUM ARE REQUIRED AT HOLD-DOWN. 7. ANCHOR BOLTS AT ALL NON SHEAR WALLS TO BE 5/8"0 x 7" MINIMUM EMBEDMENT AT 48"OC. PROVIDE HOT -DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE -TREATED SILL PLATES. HOT -DIPPED GALVANIZED ANCHOR BOLTS ARE NOT REQUIRED AT SODIUM BORATE PRESSURE TREATED PLATES PER STRUCTURAL GENERAL NOTES. 8. NOTE THAT ELEVATOR STEEL AND CONNECTIONS ARE PRELIMINARY AND SUPPUED TO HELP BID EFFORTS. ALL STEEL AND EMBEDMENTS WILL NEED TO BE COORDINATED WITH THE ELEVATOR SUPPUER AND ARE NOT FINAL CONTRACTOR IS TO NOTE THAT ELEVATOR MANUFACTURER MAY REQUIRE ADDITIONAL STEEL HALLER ' ffi ARCHITECTS LLC s s 12216 Corliss Avenue North Seattle, WA 98133 3 TEL 206.235.0935 email: hoyerscottl@gmail.com _s DCI+SDE' 7 n rM 1 n .E E R S. ONEPOSTSTREET"SUITE1050 F SAN FRANCISCCOO, CALIFORNIA 941D4 MaSITE, "r"� g1h.ucruPx a� .� � ®o�nrn�m oe/sole o'emam Gomxao�o m�. ui synm Rea:rvm PROJECT: o Edmonds Mixed Use t= E as Building WLOCATION: q 201 Main Street EL . j Edmonds, WA 98020 0 as LL PREPARED FOR: Edmonds 2020 LLC MTE REN9IX1 4/22/16 PERMIT SET s8/18/16 PERMIT SET REV 2 JB PR—T MANAGER DL PRDECT PAdIIECi KA, J R P�oECR Tuu uwem C�CLS` OF WA3yR'lrr[ REVIEWED RESU AUG 19 201E 40ree �kq AUG 26201E BuculrE�o° �� o tQVA1. F' Reviewed BY: BECK & ASSOCIATES, PLLC ROOF INDICATES LOCATION OF HOLD -DOWN ---,,LEVEL 3 q nnc 9. NOTE THAT ELEVATOR STEEL AND CONNECTIONS ARE PRELIMINARY AND SUPPLIED LEVEL 3 TO HELP BID EFFORTS. ALL STEEL AND EMBEDMENTS WILL NEED TO BE LEVEL 2 COORDINATED WITH THE ELEVATOR SUPPLIER AND ARE NOT FINAL CONTRACTOR v STUD AND SHEAR IS TO NOTE THAT ELEVATOR MANUFACTURER MAY REQUIRE ADDITIONAL STEEL. 10. TYPICAL DETAILS PER: LEVEL 1 WALL PLAN D Eci ND. 4/S7.01 TYPICAL PLATE SPLICE DETAIL 14081-0137 11/S7.01 SHEAR WALL SCHEDULE 12/S7.01 TYPICAL SHEAR WALL ELEVATION LEVEL Pl D. Tvt i 10/S7.02 TYPICAL STUD WALL OPENING (HEADER) DETAIL APRIL 22, 206 NOTE: PRaEm xErxoRR PATx kLG DARKENED LINES DESIGNATE 5 N-C AREA OF WORK. 6LCK & PS EHEFi NIIMBEA LEVEL 3 STUD AND SHEAR WALL PLAN S2 O3 R SCALE: I/a"=1'-0 ■ SET' HALLER ARCHITECTS LLC ,PK iA 10T6 1/2• 71/2. P-T CONC SlA6. PER PLAN NOTES T/SLAB = 63,95' 1, I ® I I J SRC -A' 159'-101N6" 21'-2)6" 18'-0)§" 16'-7Y4" I I I I I J72 M" I MHAP-T CONCB_BER3ST/SLAB V HP = 63.455 TYP AT EXT DECIR, UNO II II 81/2 P-T CONC SLAB L' LJ PER PLAN NOTES T/SLAB = 63.95' LJ SLAB EDG CORNER RINF PER 1o/S INF TRIM STL AT LARGE OPNG PER 12/S5.02, TYP ®I I I I I I I I I® SRD I 4" VENEERI 1 1 PER PLAN, TYP WHER OCCURS 1" SOFFIT STEP -- ------------------- I ®I I I I F�-i LIJ CLCV rcrt SOFFIT FFR NOTE 10 10TB r.L___ ____ _________ ISS 1/2" I i I DIN SP DER 2 T®I I I fiT I �o- E- in,uP 11 /ss.o r I 1I 1 i 7B 1 STL STAIR TO BE SUPPLIED BY OTHERS- CHE Wl PER - PER 8'-0- SCHED L L 8'-0 1T r LI I I I I L,TYP AT INT I I COL, UNO I I I TYP AT INT COL UNO 16 I i I TYP AT SRX CORNER COL, i UNO i 10TB t/2^ '77 I 1 I TI— r— T(E) EXISTING BUILDING 11 TO REMAIN T/(E) SLAB = 58.39' I 1L.L-.-j j - - - - - b: TYP AT CORNER TYP AT EDGE /2" /C04 LINO 1/2" I I I 1/7 1 1 i 1TB[Kid 4T i Q _ T1'P AT EDGE xw - 12216 Corliss Avenue North Seattle, WA 98133 5€ TEL 206.235.0935 s� € a email: boyerscottl@gmail.com s`R €_ xs B =DCI+SDC €� n G I T1 E E R S® ONE POST STREET -SUITE 1050 £ g y = SAN FRANCISCO• CALIFORNIA 94104 PHpNE:14151 B944980 e „ wEe�i Lw.w.sw-ela---i�cr ©CTMpyAgM1109/2018 fl'Pmolo Come,sano Inu NI RigAls fleserveA 8I t=- LLI T1 12 O u- TOP REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS IT 7 #5 10'-0" 2T 7 #5 12'-0' 3T 6 #5 10'-0" 4T 7 #5 6'-0" W STD HOOK 5T #5 10'-0" 12" W1 STD HOOK PER PLAN 6T #5 5'-0" 12" W STD HOOK 7T #5 5'-0" 24" W STD HOOK BT #5 12'-0" 24" 9T 5 13'-6" 12 W STD HOOK AS SHOWN tOT 5 13'-6" 18" W STD HOOK AS SHOWN i1T 5 15'-0" 18 W STD HOOK AS SHOWN BOTTOM REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 18 #4 CONT 48" TYP OVER ENTIRE SLAB 2B 3 #5 7'-6" TYP EW AT COLS UNO 3B 3 #5 5'-0" W STD HOOK 4B #4 12'-0" 24" ADDL 58 #4 12'-0" 48" ADDL 66 #4 24'-0" 24" 7B 2 7 14'-0" EMBED 48" INTO SHEAR WALL 8B 5 IN-6" 12" W STD HOOK AS SHOWN 9 #5 CONT 12" 1 TYP OVER 81/2" MILD SLAB 10B 2 #9 PLAN I LENGTH PER PLAN TOP AND BOTTOM REINFORCING SCHEDULE MARK QUANTITY REINFORCING LENGTH SPACING REMARKS 1TB 2 #4 CONT TYP AT PERIMETER, 4 TOTAL 2TB #5 10'-0" 12" 3TB #5 6'-0" 12" W STD HOOK 4TB #5 6'-0" 12" TYP AT CLOSURE POUR 5TB #5 3'-6" 12" W SID HOOK; TYP AT CLOSURE POUR 6TB #5 S-6" 12" W1 STD HOOK; TYP AT CLOSURE POUR 7T8 3 5 CONT TYP AT CLOSURE POUR BTB 2 #6 4 TOTAL 9TB 1 3 #8 30-0" fi TOTAL 1OTB 1 #5 1 10'-0" 1 12" W STD HOOK AS SHOWN Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC ogre r wsox 4/22/16 PERMIT SET 1 8/18/16 PERMIT SET REV 2 PRPECi eRECRIR PPCIECi -A- D L PR0.ECi MQIIreCi KA, J R PRuc7 reAu uweEn QIECN waam Scv�� of WAS7ir`�f FAR ca r? "'. 40789 I I I I I I COL, UNO I I I RES rgvnt. � i9t MILD REINFORCING PLAN NOTES: CAUSE TO ADDITIONAL SERVICES. ROOF AUG 11 2016 1. S7. T GENERAL NOTES, DESIGN CRITERIA,11BREVIATIONS AND LEGEND PER DO NOT INSTALL DRILL -IN ADHESIVE AND EXPANSION AN HORS IN THE 13. POST -TENSIONED SLAB IS DIISIGNED FOR TWO HOUR FIRE SEPARATION. PRIDE 1" 18. TYPICAL DETAILS PER: � cRVC) 0.-noM— 51.00 .00 THROUGH 57.03. POST -TENSIONED SLAB. DRILLING INTO POST -TENSIONED SLAB WITHOUT APPROVAL CLEAR FOR ALL BOTTOM REINFORCING AND 1" CLEAR FOR ALL TOP REINFORCEMENT, LEVEL g FROM THE STRUCTURAL ENGINEER OF RECORD IS NOT PERMITTED. ALL BUILDING LINO. 53.01 TYPICAL COLUMN ELEVATIONS nu 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. SYSTEMS: MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION SHALL PLACE DUCTS, 12/S4.01 TYPICAL LAP SPLICE SCHEDULE LEVEL EXISTING INFORMATION SHOWN IS FROM EXISTING STRUCTURAL DRAWINGS AND NOT CHASES, PIPES OR PIPE SUPPORTS, CONDUIT SLEEVES AND HANGER INSERTS, ETC 14. CONTRACTOR TO COORDINATE EMBED PLATES REQUIRED FOR STAIRS, GUARDRAILS, S5.01 TYPICAL POST -TENSIONED DETAILS 3 AS-BUILTS AND SHOULD BE FIELD VERIFIED. CONSULT ENGINEER OF RECORD PRIOR INTO THE POST -TENSIONED SLAB PRIOR TO POURING THE CONCRETE. INTERIOR AND EXTERIOR WALLS, WINDOW WASHING ANCHORS, ETC. S5.02 TYPICAL SLAB OPENING REINFORCEMENT LEVEL 2 TO NEW CONSTRUCTION IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON PLAN OR IF S5.03 TYPICAL STUDRAIL DETAILS AT COLUMNS MILD REINFORCING EXISTING BUILDING HAS QUESTIONABLE CONDITIONS. 8. ADDITIONAL SHAFTS MAY BE LOCATED AFTER THE SLAB IS POURED IF APPROVED BY 15. PROVIDE (3) #5B x 8'-0" EW AT ALL INTERIOR COLUMNS, OR PROVIDE (3) #5B x S6.06 TYPICAL BRICK VENEER DETAILS THE STRUCTURAL ENGINEER AND COORDINATED WITH THE GENERAL CONTRACTOR. 6'-0" W/ STANDARD HOOK PERPENDICULAR TO SLAB EDGE AT EDGE AND CORNER LEVEL 1 PLAN 3. POST -TENSIONED TENDON LAYOUT SHALL BE PER POST -TENSIONED FRAMING PLAN. COLUMNS, UNO PER PLAN. PR Hu 4. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND STAGING OF ALL SHORING AND y CONTRACTOR TO SCAN SLAB TO VERIFY LOCATION OF ALL EXISTING STRUCTURE REINFORCEMENT AND P-T TENDONS. CONTRACTOR IS TO MAINTAIN 3" CLEAR FROM 16. AT DROP BANDS, SPLICE BOTTOM STEEL AT COLUMNS AND TOP STEEL MID -SPAN PER 14081-0137,.-•^'°S'i:' RESHORING. SHORING PLACED BENEATH SLAB CLOSURE POURS SHALL NOT BE P-T TENDONS IN ALL DIRECTIONS AND IS NOT TO CUT EXISTING REINFORCEMENT. LAP SPLICE SCHEDULE. / FWF_D i LEVEL P1 oA REMOVED UNTIL CLOSURE POUR CONCRETE HAS REACHED SPECIFIED STRENGTH. 10. NOTE THAT ELEVATOR STEEL AND CONNECTIONS ARE PRELIMINARY AND SUPPLIED TO - '-"-' n- —� APRIL 22, 20 Q 17. ANY MODIFICATIONS OR CONSTRUCTION THAT INVOLVES THE EXISTING STRUCTURE —� -�Q�" PROECp ncrrnac P""' 5. STRUCTURAL SLAB THICKNESS AND TOP OF STRUCTURAL SLAB ARE AS SHOWN ON HELP BID EFFORTS. ALL STEEL AND EMBEDMENTS WILL NEED TO BE COORDINATED WITH THE ELEVATOR SUPPLIER AND ARE NOT FINAL. CONTRACTOR IS TO NOTE THAT ASSUMES THAT THE PHASE t BUILDING IS INTACT AND THAT ITS STRUCTURAL 3, 2CO�i6 LRev�iew NOTE: YL`G PLAN, ELEVATOR MANUFACTURER MAY REQUIRE ADDITIONAL STEEL. INTEGRITY IS NOT AFFECTED. ANY DAMAGE TO THE IXI511NG BUILDING WHICH OCCURS DURING CONSTRUCTION MAY RESULT IN FURTHER REPAIR TO BRING THE EXISTING DARKENED LINES DESIGNATE OF WORK.6. C1PgE5, COLUMN OR WALL OVER -POURS INTO POST -TENSIONED SLABS SHALL NOT BE THAN 1/2" MAXIMUM. REMOVE ANY EXCESSIVE COLUMN OR WALL 11. PROVIDE #5 ® 48.00 RISER BARS FOR TOP MILD REINFORCEMENT SUPPORT. BUILDING BACK TO AN ADEQUATE LEVEL OF STRUCTURAL INTEGRITY. THIS ADDITIONALGREATER WORK WILL BE OUTSIDE THE SCOPE OF DCI'S ORIGINAL CONTRACT AND WILL BE . _ __AREA SSOCIATES, PLLC �� Rlwrex OVER -POURS PRIOR TO PLACING REINFORCING BARS AND POST -TENSIONED TENDONS. LEVEL 3 MILD -REINFORCING PLAN C2 O� SCALE: 1/6^=1' . Q v ■ SET. HALLER ARCHITECTS LLC j= E 117 19/32" SHTHG PER PLAN NOTES T/SHTHG PER ARCH VERIFY W/ ELEV MF I I I I 91 "DP TJI 1002400 I m I o3� I — I 4:- ELEV PER;@ NOTE 11 3/S7.03 fr°g 9 N G HE NOTE: W ROOF FRAMING NOTES PER S2.04. CL A � ma �8 ELEVATOR OVER -RUN FRAMING PLAN � €a SCALE: 1/4"=V-0" 1 NUIt: STUD AND SHEAR WALL NOTES PER S2.03B. HIGH ROOF - STUD AND SHEAR WALL PLAN 2 SCALE:: 1/4=1'-0" iQ"o A A *4' NOTE: ROOF FRAMING NOTES PER S2.04. HIGH ROOF - ROOF FRAMING PLAN 12216 Curtiss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com =DCI+S®C e n G I n E E m 5® ONE POST STREET• SUITE 1050 SAN FRANCISCO, CALIFORNIA SON ® nrmymE�M1 Oc..'.2/ 0 mOn,nali.. .aun ui 9nt ApervM PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC PAa AEHSox 4/22/16 PERMIT SET �8/18/16 PERMIT SET REV 2 PR0.ECT ME— JB FRmcT xAN.m °Lr rawlrzcr KA, JR PPQECrII x91B9t tv�� oe WA40789 S3�f� M 41AL 1�"" t rAVAL" a� ENLARGED HIGH ROOF AND ELEVATOR OVER -RUN PLANS F—CT No. APRI�V 2016 PR0.ECi NEIMXIx PA1H J rSnUP Its Sx2.04A SET x m N 1' I 1 16'-2" 1 11'-7)(6" 1 21'-29" 1 1"_"A. 1 16 -7y" 1 17 -6%g 1 17 -2j¢ 1 17'-10%6" 1 22 ROOF FRAMING PLAN NOTES: I 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.00 THROUGH S1.03. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. EXISTING INFORMATION SHOWN IS FROM EXISTING STRUCTURAL DRAWINGS AND NOT AS-BUILTS AND SHOULD BE FIELD VERIFIED. CONSULT ENGINEER OF RECORD PRIOR TO NEW CONSTRUCTION IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON PLAN OR IF EXISTING BUILDING HAS QUESTIONABLE CONDITIONS. 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWINGS. 4. ROOF SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE NAILED TO ROOF FRAMING WITH 0.131"041/2" NAILS ® 6"OC AT PANEL EDGES AND ® 12"OC FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW Ile SPACE BETWEEN PANEL ENDS AND EDGES. PROVIDE PANEL SHEATHING CLIPS CENTERED BETWEEN FRAMING AT UNBLOCKED SHEATHING EDGES AS REQUIRED BY ROOFING WARRANTY. _ 5. ALL 2x HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE, UNO. GLULAM, PARALLAM AND MICROLLAM HANGERS ARE AS SPECIFIED ON PLAN. SPACEJOISTS JOIST HANGERS TO BE TOP FLANGE BEARING SIMPSON ITT TYPE, UNO. 6. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE (2) 2x8 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. 7. BEAMS ARE FLUSH FRAMED WITH JOISTS UNLESS NOTED OTHERWISE ON DETAILS, OR ON PLANS AS "DB" INDICATING THAT DROPPED BEAM FRAMING IS REQUIRED. BEAM SUPPORTS PER STUD AND SHEAR WALL PLAN ON LEVEL BELOW. PROVIDE A35 CLIP EACH SIDE OF FLUSH BEAMS THAT BEAR ON DOUBLE TOP PLATES. 8. PROVIDE SOLID BLOCKING OVER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN JOIST OR TRUSS OVER SHEAR WALL (ADDITIONAL JOISTS OR TRUSSES MAY BE REQUIRED). HORIZONTAL STRAP TIES INDICATED ON THE FRAMING PLAN ARE TO BE CENTERED OVER WALL TOP PLATE AND/OR HEADER, BLOCKING OR BEAM. NAIL WITH (0.131"0) x 11/2" NAILS 0 3"OC EACH END AND (0.131"0) x 11/2" NAILS 12"OC INTERMEDIATE. VERIFY NAIL AND SPLICE REQUIREMENTS PER STRAP MANUFACTURER SPECIFICATIONS. 10. ALL RIM JOISTS TO BE SPACEJOIST 11le COMPOSITE RIMBOARD. VERIFY WITH ARCHITECTURAL AND TRUSS MANUFACTURER. OTHERWISE USE 11/2" WIDE FULL DEPTH LSL. 11. NOTE THAT ELEVATOR STEEL AND CONNECTIONS ARE PRELIMINARY AND SUPPLIED TO HELP BID EFFORTS. ALL STEEL AND EMBEDMENTS WILL NEED TO BE COORDINATED WITH THE ELEVATOR SUPPLIER AND ARE NOT FINAL. CONTRACTOR IS TO NOTE THAT ELEVATOR MANUFACTURER MAY REQUIRE ADDITIONAL STEEL. 12. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING CRITERIA: • ROOF SYSTEM TO BE BIDDER DESIGNED. ROOF PLAN SHOWN IS A SUGGESTED LAYOUT. CHANGES MUST BE SUBMITTED TO THE ENGINEER -OF -RECORD THRU THE ARCHITECT WITH BEARING POINTS AND REACTIONS TO I STRUCTURE. • TRUSS LAYOUT SHOWN IS APPROXIMATE. TRUSS SUPPLIER IS RESPONSIBLE FOR FINAL TRUSS LAYOUT AND CONFIGURATION. NOTIFY ENGINEER OF REVISIONS TO PLAN. • STANDARDDEADAND ENE LOADS AND SUBMITTAL INFORMATION PER STRUCTURAL GENERAL NOTES. • [2000LBS] INDICATES SHEAR TRANSFER LOAD IN ROOF TRUSS TO BE LOCATED ABOVE SHEAR WALLS TRUSS MANUFACTURER SHALL DESIGN THESE TRUSSES FOR THE BRACKETED LATERAL LOAD SPECIFIED ON I PLAN, IN ADDITION TO THE DESIGN DEAD AND LIVE LOADS. • � SHADED REGION INDICATES APPROXIMATE AREA OF OVER -FRAMING. TRUSS MANUFACTURER IS RESPONSIBLE FOR DESIGNING THE OVER -FRAMING REQUIRED. TRUSSES SHALL BE DESIGNED TO SUPPORT OVER -FRAMING IN ADDITION TO THE SPECIFIED DESIGN LOADS. • ALL GIRDER TRUSSES SHALL BE SUPPORTED BY A MINIMUM OF TWO STUDS. TRUSS MANUFACTURER TO SUBMIT TO ENGINEER GIRDER TRUSSES REACTIONS. • ALL MULTIPLE STUDS SUPPORTING HIP MASTER AND GIRDER TRUSSES TO CONTINUE TO FOUNDATION. • ROOF TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS FROM [MECHANICAL UNITS, ROOF PATIO AREAS, LANDSCAPING AND PIPING]. CONTRACTOR TO PROVIDE THE TRUSS SUPPLIER WITH LOCATIONS AND SUPPORT CONDITIONS OF ALL MECHANICAL, ELECTRICAL, PLUMBING, AND SPRINKLER LOADS. SPECIAL TRUSS SHAPES AND OPENING REQUIREMENTS ARE AS DESIGNATED ON PLANS. • PROVIDE SIMPSON H7 OR H2.5A HURRICANE TIES AT ALL ROOF TRUSSES AND ROOF JOISTS, TYPICAL. • TRUSS HANGERS SHALL BE SUPPLIED AND DESIGNED BY THE TRUSS SUPPLIER. • TRUSS MANUFACTURER TO DESIGN BEARING AT TOP PLATES FOR COMPRESSION PERPENDICULAR TO GRAIN Vc = 625psi. 13. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN. 14. FABRICATE ALL STEEL COLUMNS [-1/41 PER FLOOR TO ALLOW FOR WOOD SHRINKAGE. ROOF 15. TYPICAL DETAILS PER: S7.02 ROOF FRAMING DETAILS FF7 LEVEL 3 REVIEWED AUG 262016 Reviewed By: BECK & ASSOCIATI HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscetti@gmail.com MCFSDC- E n rs I n E E A S® ONE POST STREET• SUITE 1050 oxFR sN•CISCO, CALIFORNIA 94104 )980 WE11— wxxd[F NI11111. ©Cmpyn1gAt M/DDI6 0'A 1. Camerwna Inn N1 r bU RswreE oem.r. �.memm M. a«" ro .�.uryp"iau o.eww�w r.. PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC rrATc xnaal 4/22/16 PERMIT SET �8/18/16 PERMIT SET REV 2 I—T MIRE - JB 0.ECi WNr1IXA DL 111—T PALNIIECT ICA, J R PPOSCL iFNA MWBEA wraxun Asya�J'j, y ' 4078. Sp p f91n1 t"tX'" fit' 19 2016 n1a ROOF FRAMING LEVEL -2$ I PLAN LEVEL —� LEVEL P1 _I II_I1I—� E: 'NED LINES DESIGNATE OF WORK. ROOF FRAMING PLAN SCALE: 1&'=1'-0" PRPxCT ND. 14081-0137 APRIL 22, 201.6 PRGECi NEIWJRN PA1H 'LLVV __ cMyf11N � \ S2.04 G� HALLER ARCHITECTS LLC y 159'-10RW6" I 16'-2" 11'-7Yi6' 21'—A* 18'-03/" 16'-7Y4� 1T-6%i 5- 1T-21¢" 1T-10�1a" 23'-8�'6" CIIRVFn WA0.1 IS AROVF I I I I I I I I CANOPY FRAMING PLAN NOTES: 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.00 THROUGH S1.03. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. EXISTING INFORMATION SHOWN IS FROM EXISTING STRUCTURAL DRAWINGS AND NOT AS—BUILTS AND SHOULD BE FIELD VERIFIED. CONSULT ENGINEER OF RECORD PRIOR TO NEW CONSTRUCTION IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON PLAN OR IF EXISTING BUILDING HAS QUESTIONABLE CONDITIONS. 3. TYPICAL DETAILS PER: S6.03 CANOPY FRAMING DETAILS so 12216 Corliss Avenue North 1= Seattle, WA 98133 _.€ TEL 206.235.0935 3� ;3 m email: boyerscottl@gmail.com a= MCRSDC— m2 E P7 G I B E E R S® ONE POST STREET -SUITE 1050 S SAN PHPNFRANCISCO, CALIFORNIA 94104 E:l41s)630d900 g- WfOvlt Lwx'ws �sxuc c uRAL �Cogn�M CB/t016 O'Amoto Conrenano Inc MI M9M1H Rnurd ¢ o.uwie mmnmw xe. e.rws em �wn'>�r lee n urcwtmea N,. 9Em a g PROJECT: m Edmonds Mixed Use 1 �N Building it g LOCATION: W 201 Main Street 13- g _ Edmonds, WA 98020 O LL• E< PREPARED FOR: Edmonds 2020 LLC PRPECf pf2CiM JB PRPtCi MARACA DL PRPECi PAWI1ECi KA, J R PRPECi 1FN1 MEMBER CHECK FHgNFFR pF WA,S� arfi� SF�� m 0.�gp1m `�ggqq B REEpppp{{ 4 1789 ' fi AUG 19 2016 4 1.1w".`ram 14WL g�LD��I CfiYOFEOMO� ROOF LEVEL 3 � nnc CANOPY PLAN LEVEL 2 STEEL SUPPORT LEVEE PPPIECi NC. jEWED LEVEL P1 14081-0137 DAE N APRIL 22n20 T, 3% 262016 OTE: LBECK PIPECRNE KPAIH O� ti D RKENED LINES DESIGNATE EA OF WORK.SOCIATES, PLLC CANOPY PLAN - STEEL SUPPORT STRUCTURE S2 05 SCALE: 1/6"=1'—O" N v ■ �/ sET 1 HALLER ARCHITECTS LLC CONCRETE COLUMN REINFORCEMENT SCHEDULE #5 DOWELS W/ 15 DOWELS W/ #5 DOWELS W/ #5 DOWELS W/ #5 DOWELS W/ STD HOOKS TO #5 DOWELS W/ STD HOOKS TO #5 DOWELS W/ STD HOOKS TO #5 DOWELS W/ STD HOOKS TO STD HOOKS TO STD HOOKS TO STD HOOKS TO STD HOOKS TO MATCH VERT MATCH VERT MATCH VERT 6 MATCH VERT LEVEL 3 T/SLAB MATCH VERT REINF VERT UNO S3 — MATCH VERT 3 REINF TYP, UNO S3 — MATCH VERT 3 REINF TYP, UNO S3 — MATCH VERT 3 REINF VERT UNO S3 — 3 REINF TYP, UNO S3 o o - N' REINF TYP, UNO 3 S3 o z x o rn REINF ttP, UNO 3 S3. o z N' REINF TYP, UNO S O 19x .03 LEVEL 3 T/SLAB PER PLAN _ csi fe #5 DOWELS PER PLAN Il ti " #5 DOWELS W/ a a w m W SID t w STD HOOKS TO MATCH VERT a w 111 HOOKS TO MATCH B Z REINF TYP, UNO S3 3 coi N z =a p- o a o a z a o Om VERT REINF 53.03 TYP, ONO LEVEL 2 T/SLAB PER PLAN o z m _ N x vMi Li N °�°- Ni vMi ti = N °- ' m y ti �' No-, y r; c z_ -- z _ jII. o O r; -- F �i v"ii ci - , c�i y ci - -F , Ni "� ci N 6 N �i LEVEL 2 T/S- PER PLAN \ o N a aO N o v 12 N o ® \ o o x w o N o \ o 1 \ o ® \ o ® \ a 53.03 a 5 53.02 U N S3.02 S3 3 53.02 e'j LEVEL 1 qy F .f F $ y $ qy ' x g ,,i O° y ,y ,M $ y ,y LEVEL 1 T/SLAB U rn o rn U y U U ti S' T/SLAB PER PLAN x a S 2 02 x 11 an S4.02 a x 2 a S _ =o=o� 1 a s 02 x a S _ - a 12 02 rn ak ® 0 S3.03 1N 02 w 'Ik o 02 x a S 02 x m: S NLEVEL 02 x a �S, 2 02x 12 =m 54.02 2 P1 T/SLAB ( ,`I _ f ' `) (, ,) o_ (, ,) .� a (' `l (' �' l I, ) ( `l LEVEL P1 T/SLAB PER PLAN #5 DOWELS W/ #5 DOWELS W/ I #5 DOWELS W/ l I #5 DOWELS W/ ( #5 DOWELS W/ 5 DOWELS W/ #5 DOWELS W/ I #5 DOWELS W/ ( I #5 DOWELS W/ ( #5 DOWELS W/ PER PLAN STD HOOKS TO STD HOOKS TO STD HOOKS TO STD HOOKS TO STD HOOKS TO STD HOOKS TO STD HOOKS TO STD HOOKS TO STD HOOKS TO STD HOOKS TO MATCH VERT MATCH VERT MATCH VERT MATCH VERT MATCH VERT MATCH IERT MATCH VERT MATCH VERT MATCH VERT MATCH VERT REINF TYP, UNO REINF TYP, UNO REINF TYP, UNO REINF TYP, UNO REINF TYP, UNO REINF ttP, UNO REINF TYP, UNO REINF ttP, UNO REINF TYP, UNO REINF TYP, UNO COLUMN CC1 CC2 CC3 CC4 CC6 CC7 CC8 CC9 CC10 COLUMN CONCRETE COLUMN REINFORCEMENT SCHEDULE #5 DOWELS W/ #5 DOWELS W/ #5 DOWELS W/ #5 DOWELS W/ #5 DOWELS W/ #5 DOWELS W/ #5 DOWELS W/ STD HOOKS TO STD HOOKS TO STD HOOKS TO STD HOOKS TO STD HOOKS TO STD HOOKS TO STD HOOKS TO MATCH VERT MATCH VERT B MATCH VERT 03 MATCH VERT S 03 MATCH VERT S 03 MATCH VERT 3 MATCH VERT S 03 REINF TYP, ON S C3 REINF TYP, ONO S3.03 LEVEL 3 T SlA6 REINF TYP, ONO — REINF TYP, UNO REINF TYP, UNO REINF TYP, UNO — REINF TYP, UNO _ 5 DOWELS i LEVEL 3 T SLAB PER PLAN I _ N '/' z F W/ SID o "= PER PLAN 0 0 c 2 HOOKS TO o a o w ti N Ili N a• w z a `^1 w S ri �` .03 N S MATCH 03 z VERT REINF Uz n y z N o g 00 0 TYP, UNO S 03 a rc F a LEVEL 2 T/SLABf J LEVEL 2 T/SLAB PER PLAN " �' U 4dpF�3' " ? U F 12 y ti \ ` aO 6j ? F y �1 z rn N F o .il o ti s 9 w z Fyaj o 2p OU m+ ' PER PLAN ® ® c>o,v 531.1023a53.02 x oIs oo oa a o 8g x go LEVEL 1 T/SIAB ,>3 y a m ak ® $ .y a y zo N U N a x ® r; v °' ® (, 1 �. a ac ® LEVEL 1 T/SLAB PER PLAN _ $ 1 °r .02 x _ s S _ x N 1 .02 - " o 11 '>k ` S $ 1 a .02 �' v S w #5 DOWELS W/ 2 STD HOOKS TO .02 MATCH VERT - `�' N 12 •- 12S `� 53.03 S4.02 PER PIAN g g g g it g REINF TYP, UNO 8 Ro g LEVEL P1 T/SLAB Vi 1 I_p x a. (' l -- _ _- (' ` ` a I' 1 p I ' ' , x LEVEL P1 T/SLAB PER PLAN #5 DOWELS W/9') #5 DOWELS W/ #5 DOWELS W/ #5 DOWELS W/ #5 DOWELS W/ #5 DOWELS W/ PER PLAN STD HOOKS TOSTD HOOKS TO ` STD HOOKS TO ` STD HOOKS TO • STD HOOKS TO ` STD HOOKS TO ` MATCH VERT MATCH VERT MATCH VERT MATCH VERT MATCH VERT MATCH VERT REINF TYP, LINO REINF TYP, UNO REINF TYP, UNO REINF (P, UNO REINF TYP, LINO REINF TYP, UNO COLUMN CC11 —CC 12 CC73 CC14 CC75 CCi6 CC77 CC18 COLUMN MARK 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com 'DCI+ 5DC- E rT ra I n E E R Se 3 ONE POSTSTREET•BOITE1050 SAN FRASNCISCO, CALIFORNIA 941D4 wi ., ww«.4x.�alnae„mn, p°,Q c,vlL/STRVCTUF3AL ©C�pyhgA109/2�018 DAmalo Ca�nrerwno Inc. NI�RgAIa ReeeneE S venm ai...em me awa,m� ery rnP.viriy,w u maeumue w.. El # I PROJECT: H Edmonds Mixed Use Building 8 :2 s., LU g LOCATION: rL 201 Main Street IM $ Edmonds, WA 98020 0 PREPARED FOR: Edmonds 2020 LLC REVfFtn�EO �� AM 262016 AUG 19 2016 6 CmC)$ NMO EfNT Reviewed By: BECK & ASSOCIATES, PLLC CONCRETE COLUMN REINFORCEMENT SCHEDULE - ELEVATION SCALE: 1/g"=1'-0" 12 ax — 4/22/16 PERMITSET paam dRmoR RB P QECT M1NAWl DL P aea Axalsal KA, J R PROiDi 1EAN MEMBER Lllftx fxaxfpn 'tof WAsy rr�f 41n1. t`�htir� �OV1l. nnc CONCRETE COLUMN SCHEDULE 14081-0137 OAIE APRIL 22, 21�0J 0-c:,e`4 e PR0.ECi NE1MlRK PA1X Y�`�'� Y tip16 91EET NUMDfA 3�`,/ SS S3.01 SET HALLER ARCHITECTS LLC DOWELS FROM C BELOW DEVELOP INTO COL ABOVE (TYP 6 PLACES) SECTION SCALE: 1"-V—O" CONC COL &REINF DOWELS TO MATCH WALL PER COL SCHED REINF PER PLAN QS VERT AT EACH TIE CONC WALL & CONIC WALL III I REINF PER PLAN REINF PER PLAN - r�IifiI11 DOWELS W/ STD HOOK .� `� U = — — — — — — — `� � —1 — — — —— — w PER COL SCHED N SECTION a •"". �� CONC SLAB & REINF PER PLAN " r REINF BELOW " c� U HOOPS & TIES LAP PER 3/53.05 (1YP 2 PLACES) T/SLAB PER COL SCHED a PER PLAN .e +.771, CONC PLINTH &°• HOOPS & TIES 3/4" CHAMFER 1 " CLR REINF PER PER COL SCHED TyP COL SCHED iv PER PLAN CONIC PILASTER vmgi 3 EINIF /4" CHAMFER "CLR DOWELS W/ STD HOOK PER COL SCHED TYP PER COL SCHED a a DOWELS PER COL SCHED PER PLAN 5 CONC COL & REINF AT HORIZONTAL PILASTER AT VERTICAL PILASTER PER COL SCHED 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com DCI+SDC- E CT G I n E E A s. ONE POST STREET• SUITE 1�50 SAN FRANCISCO CALIFOftNIA 94194 PHONE L4151838BP80 cNiv� "�"PSTPrzPPuc z PgOJECT: Edmonds Mixed Use s 2 s� Building LOCATION: IL a 201 Main Street Edmonds, WA 98020 04m s! LL € a PREPARED FOR: Edmonds 2020 LLC SECTION AT ROTATED COLUMN %,� PLAN - CONCRETE PILASTER �4 SCALE: 3/4"=1 'p SCALE: 3/4"=1,'p" Y CONC WALL PER PLAN .i "III —III—,. iv III=III— I — WALL REINF PER PLAN z }� AVERT DOWELS PER COL SCHED U 0 4"OCPALT HOOKS CROSSTIES SECTION SCALE: 1"=1'-O" CONC COL & REINF PER COL SCHED CONC SLAB PER PLAN DOWELS PER PLAN I e I=. 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PER PLAN z c0 go.• • CHAMFER, T1P CONCRETE os �� COLUMN DETAILS N ¢n 0 o DOWELS W/ STD HOOK PER COL SCHED PR0.ECi N0. DOWELS PER COL SCHED 14081-0137 ors CONC COL & REINF F ED �� APRIL22„•2.0J§i"r��°'6�" PER COL SCHED .—T xETMWN vnr3�- 16 UG 19 2016 eu I O�F�EO�MON0.S� SpG�PSE ` PS m @, SECTION AT COLUMN TO COLUMN TRANSITION 11 CONCRETE COLUMN SECTION TES, PLLC 12 S3.0 2 SCALE:3A4--l'-O" 03606M SCALE: 1"=1'-0" SET HALLER ARCHITECTS LLC CONC COL & REINF PER COL SCHED COL HOOPS W/ TIES CONC SLAB & REINF PERP TO BEAM ONLY,r,,l— PER PLAN IN BEAM MMIMNEW_Mfl� BEAM STIRRUPS PER BEAM EL NOTE: BEAM REINF PER BEAM EL ADDITIONAL INFORMATION PER 10 & 11/S5.01. CONC BEAM PER PLAN TYPICAL SECTION AT BOTTOM OF CONCRETE COLUMN 2 03324CM SCALE: 3/4"=1'-0" GflID , T/SLAB � PER PLAN DOWELS FROM COL PER CO C COL BELOW DEVELOP REINF CHED INTO COL ABOVE REINF BELOW 4 PLACES) jPROVIDE DOWELS W/ STD HOOK INTO SLAB 1 (1YP 4 PLACES) I 1 U U V Ei N GRID � .I • I — j' • a 1. 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SUITE 1050 SAN FRANCISCO, CALIFORNIA 94104 ®cTMPzn�m De/zDID D PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC DATE —ON 4/22/16 PERMIT SET ,8/18/16 PERMIT SET REV 2 P—T DIPECiCR JB Px0..ECT M— DL P—CT AQCNIICCT KA, JR PP T iFPl1 N... q 40789 cy`, IMI.'� iQNAL CONCRETE SHEAR WALL ELEVATIONS PNCECi N0. 14081-0137 Dnre APRIL 22, PNoecT xmroxx vAgl,? �� SSOG\P��S, 5104 sEr HORIZ RE PER EL, VERT REII PER EL, ' #4 HOOP ® 4"OC, DOWELS 1 SHEAR WI NOTE: BOUNDARY ELEMENT FITS WITHIN WALL AT SIM. CONCRETE SHEAR PLAN - AT GRID 1 5 SCALE: 3/4,_1,-O„ ELEMENT VERT REINF PER HOOPS & TIES (ALT HOOKS) PER EL TYP nt BOUNDARY ELENTVERT t REINF PER EL, TYP . 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AUG 262016 SOG BY 0 ERS CONC SLAB & REINF 'r' "".. i " PER PLAN 30 REINF PER 6/55.25 y el °b I CLR Review®o °�.—_-.--- �,REY BR P-T TENDONS #5III=III= WALL REINF PER EL BECK & ASSOCIATES, PLLC F IYq I _ tV OT SfI7 PER PLAN p 72"OC f I aI I -I' WATERPROOFINGm� SF`'� •' �`' M�a� III II PER ARCH m ICI: T/SLAB Ng 30°� 16" PER PLAN • FIN GRADE ti = 1/27 EXPANSION MATERIAL 40789 ° • PER Sx ®12"OC STRUCT FOAM FILL I Ina FxR•"',� o - T/SLAB I c> SOG & REINF PER PLAN WALL REINF �a WATER STOP AS REQ'D PER PLAN 1-I r�oJUB SUB -SLAB PREPARATION & x PER PLAN 8 i P � a 1/2" CHAMFER I � = PER ARCH � WATERSTOP AS REOD 6» � r SUB -SLAB DRAIN SYSTEM W I, PER ARCH PER GEOTECH REPORT II SUBGRADE PREPARATION & III z UG 9 SHORING BY OTHERS W SLAB DOWELS o jEl i �I i III= n SUB -SLAB DRAIN SYSTEM �`a SHORING BY OTHERS aW 2016 PER PLAN w PROVIDE INTENTIONALLY T/SLAB �I PER GE07ECH REPORT eu INo w N 1• - WATERPROOFING P-T SLAB &REINF - ROUGHENED SURFACE K aF�EEmto �Es� SHORING OF SLAB SHALL a o I PER ARCH PER PLAN TO 1/4" AMPLITUDE, TYP PER PLAN I $ T/SLAB NOT BE REMOVED UNTIL a Z. _ L CLOSURE POUR IS °�� '° - III= T/FTG ..`. ---� " PER PLAN •, WATERSTOP PER ARCH BASEMENT CONSTRUCTED & CONC WALL REINF WALL REINF - SHORING BY OTHERS pE'� R PLAN . MEETS DESIGN STRENGTH FI' PER PLAN �N PER PLAN - WATERPROOFING III •�. • ".° ~ - PER PLAN .h t-III �[ WALL DETAILS DRAINAGE PER GEOTECH DOWELS W/ STD HOOK I: PER ARCH a _ WATERSTOP PER ARCH TO MATCH VERT REINF a I •' SHORING BY OTHERS III 'II= DRAINAGE PER GEOTECH . " .. , , . F� I=1 I a �I I' PRQECT xu DOWELS TO MATCH i" 1 • WATERPROOFING III ^,.•> CLR CLR - - 1 PER ARCH —III I VERT REINF 14081-0137 e M o ill -III I I -III I L 1= I I 11=1 I r a r- PER PLAN 1" 1 5 t- � I-_ o4TE CLR R P CLR L PER PLAN - �I APRIL 22„ 2016 ='' - AT CLOSURE POUR I _ _-' I- PRoecrxE,xaRxP.,xc� NOTE: FTG REINF PER PLAN PER PLAN PSc4Q`�" ADDITIONAL POST -TENSIONED ANCHORAGE INFORMATION PER 6/S5.01 AND 7/S5.01. SLAB AT TOP OF BASEMENT WALL 9 CONCRETE STAIR AT EXTERIOR BASEMENT WALL FOOTING AT NORTH WALL 11 BASEMENT WALL FOOTING 12 S3 12 SCALE: 3/4"=1'-O" SCALE: 3/4"=1'-O" SCALE: 3/4"=1'-O' SCALE: 3/a"=1'-0" • S T VERT REINF PER PLAN W/ STD HOOK EA END T/SLAB CTRO IN WALL 1) #4 CONT $ PER PLAN I I I —I I I=1 I� 1—I I I —I I —I I I— -II1,��III�� 1 III— 9 .•, I -I ISLAB , ,� & REINF PER PLAN, TYP STEEP AS III ., POSSIBLE I -III T/SLAB ° : PER PLAN ICI I 1=1I i—I I J 1 T 1 (2) #4 CONT i'-0" TYPICAL STAIR ON GRADE SLAB ON GRADE STEP 03800 SCALE: 3/4"-1'-0" 1 SCALE. 3/q'-1'-0'" 2 °. 4. F//>\_.,7 PILASTER SIZE & TYPE PER PLAN CONTROL JOINT OR CONST JOINT AT PILASTER AT INTERIOR COLUMN PLAN - TYPICAL CONTROL JOINT AT CONCRETE COLUMNS G 03214 SCALE: NONE _) SOG PER T/� PER PLAN LAN PER PLAN ER LATCH SLAB REINF OR BEND CONT REINF TYPICAL DEPRESSED SLAB DETAIL 6 03202 SCALE: 3/4"=V-0" 5/8"0 x 24" SMOOTH BAR 0 24"OC, GREASE ONE SIDE REINF PER PLAN T/SLAB IN DOWEL INSERT PER PLAN PER PLAN - VAPOR BARRIER SUBGRADE PREPARATION'T PER GEOTECH REPORT WHERE READ COMPACTED STRUCT FILL OR COMPETENT NATIVE SOIL PER GEOTECH REPORT CONSTRUCTION JOINT REINF PER PLAN---,,t/4 SAWCUT DEPTH OR t/4 PREMOLDED J01NT (11/2" MIN) T/SLAB v PER PLAN PER PLAN sru Y�. SUBGRADE PREPARATION VAPOR BARRIER PER GEOTECH REPORT WHERE REQD COMPACTED STRUCT FILL OR COMPETENT NATIVE SOIL NOTES: CONTROLJOINT PER GEOTECH REPORT 1. CONSTRUCTION OR CONTROL JOINT LOCATIONS PER 4. PROVIDE CONSTRUCTION/CONTROL JOINT TO FOUNDATION/SLAB PLAN. ENCLOSE APPROXIMATE SQUARE AREAS 225 SQUARE FEET MAXIMUM, WITH A MAXIMUM PANEL 2. USE "EARLY ENTRY DRY -CUT SAW' AS SOON AS ASPECT RATIO OF 1.3 TO 1.0. POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. SAWCUT ALONG SHORT 5. CONTRACTOR TO SUBMIT CONSTRUCTION/CONTROL DIRECTION OF POUR FIRST. JOINT PLAN TO STRUCTURAL ENGINEER OF RECORD 3. ALIGN A CONSTRUCTION OR CONTROL JOINT WITH FOR REVIEW/APPROVAL. RE-ENTRANT SLAB CORNERS, EACH WAY, TYPICAL TYPICAL SLAB ON GRADE JOINT DETAILS WITH REINFORCING 10 03201 SCALE: 3/4"=1'-0" SPLICE STD HOOK 3/4" CHAMFER ,L TYP ALT EA SIDE AT WALLS NOT IN NG CONTACT W/ SOILS CORNER REINF %9 ,- CORNER REINF TO MATCH .: • TO MATCH CROSS WALL HORIZ REINF HORIZ REINF y " CROSS WALL—� AT CORNERS AT INTERSECTIONS NOTES: 1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE. 2. WALL REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. 3. AT FOOTINGS AND STEMWALLS, CORNER REINFORCING TO MATCH FOOTING AND STENWALL HORIZONTAL REINFORCING. PLAN - TYPICAL CORNER REINFORCING AT CONCRETE WALLS 3 03402 (SINGLE MAT) SCALE: 3/4"=1'-O" 3/a" CHAMFER I=D HOOK --. AT WALLS NOT IN CONTACT W/ SOILS CORNER REINF i3 a CORNER REINF TO MATCH TO CH CROSS WALL L HORIZTREINF HORREINF .a CROSS WALL — AT CORNERS AT INTERSECTIONS NOTES: 1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE. 2. WALL REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. 3. AT FOOTINGS AND STEMWALLS, CORNER REINFORCING TO MATCH FOOTING AND STEMWALL HORIZONTAL REINFORCING. PLAN - TYPICAL CORNER REINFORCING AT CONCRETE WALLS 7 03403 (DOUBLE MAT) SCALE: 3/4"=1'-0" 2'-0° HOOK BARS WHEN (2) #5, TYP trc 24" EXTENSION IS #5 x 48" DIAG, TYP---, YP � T/SLAB "" NxHi— PER PLAN OR EL ol oa N (2) #5, TYP MAX, TYP � T/SLAB v PER PLAIN 'a OR EL NOTE: PROVIDE (2) #5 x 48" DIAGONAL BARS AT WALLS 10" OR THICKER. ELEVATION - TYPICAL CONCRETE WALL OPENING REINFORCING 11 SCALE: NONE 4d OR ) 45 21/2" MIN .1 90 D D D 45' D 18V $ s D = 6d FOR 3 THRU #8 D=8d FOR 9,#10&#11 D=10d FOR#14&#18 E ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS. o J�ok 12d $ [2 pin180' — 135' rp 90' d ♦ dl it fre D D D STIRRUP STIRRUP OR TIE o D = 4d FOR 3, 4 & 5 `. D=6d FOR 6, 7& 8 90135' O�" 90' 160' 6a 4 p 0 01 min aM 3d MN BEAM OR COLUMN CROSSTIES O BEAM STIRRUPS AND COLUMN TIES NOTE: d = BAR DIAMETER, D = BEND DIAMETER Q € TIES AND CROSSTIES FOR SHEAR WALL BOUNDARY ELEMENTS SHALL BE DETAILED AS COLUMN TIES/CROSSTIES. STANDARD HOOKS AND BENDS - BEAM STIRRUPS AND COLUMN TIES 4 03400 (FOR REVISIONS TO STANDARD HOOKS & BENDS REF TO CURRENT ACI) SCALE: NONE BAR SIZE MISC BARS TOP BARS (see note #3) HOOKED BARS Ld Splice Ld Splice Ldh to = 3000psi #3 1 17 23 22 29 9 #4 22 29 29 38 11 #5 28 37 36 47 14 #6 33 43 43 56 17 #7 48 63 63 82 20 #8 55 72 72 94 22 #9 62 81 81 106 25 #10 70 91 91 119 28 #11 78 102 101 132 31 to = 4000psi #3 15 20 19 25 8 #4 19 25 25 33 10 #5 24 32 31 41 12 #6 29 38 37 49 15 #7 42 55 54 71 17 #8 48 63 62 81 19 #9 54 71 70 91 #10 61 80 79 103 A27 #11 67 88 87 114 to = 5000psi #3 1 13 17 17 23 7 #4 17 23 23 30 9 #5 22 29 28 37 11 #6 26 34 34 45 13 #7 38 50 49 64 15 #8 43 56 56 73 17 #9 48 63 63 82 20 #10 54 71 71 93 22 #11 60 78 78 102 24 BAR SIZE MISC TOP BARS HOOKED BARS (see note #3) BARS Ld Splice Ld Splice Ldh to = 6000psi #3 12 16 16 21 6 #4 16 21 21 28 8 #5 20 26 26 34 10 #6 24 32 31 41 12 #7 34 45 45 59 14 51 51 67 16 58 57 75 18 H155 65 64 84 20 72 71 93 22 to = 7000psi #3 12 16 14 19 6 #4 15 20 19 25 8 #5 18 24 24 32 9 #6 22 29 28 37 11 #7 32 42 41 54 13 #8 36 47 47 62 15 #9 41 54 53 69 17 #10 46 60 60 78 19 #11 51 67 66 86 21 to = 8000psi #3 12 1 16 14 19 6 #4 14 19 18 24 7 #5 17 23 1 22 29 9 #6 21 28 27 36 11 #7 30 39 39 51 12 #8 34 45 44 58 14 #9 38 50 50 65 16 #10 43 56 56 73 18 #11 48 63 62 1 81 1 19 REVIEWED AUG 262016 L AUG 19 P016 HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com ffl0C1+SDE E n G I n E E R 5e ONE POST STREET.SUITE SAN FRANCISCO, CALIFORNIAA 94704 PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC .w PE99m 4/22/16 PERMIT SET �8/18/16 PERMIT SET REV 2 PNPECT dRe— JB P—...— DL N—T NICN— KA, JR PR—T 1 NFLBei CHECK tv�� of A�RI� ' 40789 A` 7OVAL 1YOF-.�DMO�J��nnE Reviewed 6y: BECK & ASSOCIATES, PLLC FOUNDATION NOTES: 1 1. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db. 2. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. 3. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW (EXCLUDING WALL HORIZONTAL REINFORCING) OR AS NOTED ON DOCUMENTS AS 'TOP BAR". 4. ALL TABULATED VALUES ARE IN INCHES. TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE G _-) 01400 SCALE: NONE DETAILS PR0.ECi N0. 14081-0137 O�1E APRIL 22, 201.0eV f i � PROJECT NETMIRN PATI .!,� S4. N1 ■ SET HALLER ARCHITECTS LLC SOG & REINF PER PLAN, TY PER PLAN 24". #4 DOWELS x 0 16"0C, TYP I I1=1I R ELEV PIT, VERIFY �- IIII SIZE & DEPTH W/ #4 HORIZ ARCH OWGS CTRD IN WALL, TYP TYP � a #5 VERT 0 12"OC W/ 30" HOOKS, HYDROPHILIC WATERSTOP ' CTRD IN WALL, TYP WHERE READ, TYP 6"t ' #5 T&B 0 12"OC EW W/ STD HOOKS EA END .•a III I' NU I11- `o I —II III_ M I III. III _I I I.. IIII . 3" CLR : i HYDRAULIC SHAFT PENETRATION TYP L - L________________.i� WHERE READ NOTE: ELEV SUMP WHERE READ PROVIDE MISCELLANEOUS METALS AS REQUIRED 110" SLAB & WALL THICKNESS, MIN BY ELEVATOR MANUFACTURER. W/ #5 0 12.00 EW, TYP) ELEVATOR PIT SECTION 9 7 03902 SCALE: 3/4"=1'-0" PER PLAN PER PLAN PER -PLAN l-3/4" CHAMFER TYP 2" PARTIAL HEIGHT :LR CONC WALL PER PLAN VERT REINF W/ STD HOOK CONC SLAB & REINF PER PLAN #5 CONF na DOWELS W/ STD HOOK TO MATCH VERT REINF -I I111 • CONC WALL & IIII .°• REINF PER PLAN II° 2" 1" CUR CLR w� T/SLAB PER PLAN w� I I FTG STEP PER PLAN FTG REINF SCHED, TYP CONC WALL BEYOND PER PLAN WHERE OCCURS T/FfG PER a"°•° tl -1 TFTG R PLAN P I I=1 I a T FTG PER PLAN SLOPE 1:1 OR PER GE CH REQUIREMENTS TYP TYPICAL STEPPED FOOTING WITH BOTTOM REINFORCING 3 03901 M SCALE: 3/4"=1 '-0" CONC FTG & <" REINF PER PLAN T/SLAB I PER III I I=11 T/FTG IIIIII� PER „III - COL & REINF PER EL DOWELS PER EL I DOWELS PER EL COL & REINF PER EL F o U � N W U O 4 � - 9 AT MAT FOOTING WALL & " PER PLAN PER PLAN OF PER PLAN } II DOWELS W/ STD HOOK TYP FE M I IhI III II , II I II 11111 IIII- -IIII II I II II I II II I II II SECTION AT CONCRETE WALL AND FOOTING CONTINUOUS FOOTING AT CONCRETE COLUMN 0 7 SCALE: SCALE: 3/4"=1'-0" SPHFAR WALL & REINF T/SLAB ER PLAN q� PER PLAN - • - HEAR WALL DOWELSSTD HOOK a W IIIIIIII °. � e I II I II 111: II —III III s3 IIIIIIIIIIIIIIII ° . T/FTc SIIIIIIIIIIIIIIIIIII $ PER PLAN ` - III—IIII�,III °.III —III_ ° III-1� I- SOG & REINF III t PER PLAN I I I II�111 i ° - - - - I-T' REINF PER PLAN " 1 III=1' M III PER PLAN DOWELS W/ STD HOOK COL & REINF PER EL DOWELS PER EL CONC WALL & SOO & REINF °� REINF PER PLAN PER PLAN ao I T/SLAB 5" 6 z�48"®12"o.c. 24 w T/SLAB v PER PLAN R• PER PLAN T/FFG T/FTG PER PLAN PER PLAN a ,II IIII III. 1111 a FTG & REINF "'� PER PLAN AT BELOW GRADE SPREAD FOOTING PER VELS PER EL . & REINF PER EL PER PLAN &REINF PER PLAN 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com z a MCFSDC— E n G I n E E A s® ONEPOSTSTREET.SUITE1050 SAN FRANCISCO. CALIFORNIA 94104 5F.Ia1EI6517E.ddB ov, L"/ISTRIJGTll1'3AL '� ®GpyngM1�oB/OBiB O'Amoto Comersono lnc. N118gM1ts ReeenM PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC f- _ "_ -111=1 11- 1=1I1= .III=1 III: IIII REINF PER PLAN I I IIII 3" CUR TYP REVIEWED AUG262016 R-iewea 6y: BECK & ASSOCIATES, PLLC wa REHsox 4/22/16 PERMITSET 1 8/18/16 PERMIT SET REV 2 PRO.ELT pREC10R JB 1—FT MPNxC{A DL PRQECT PRORTECT KA, JR PRgECi lEW MEMBER axm OF m :LS PER EL & REINF PER EL & REINF PER PLAN III� IIII. 'n REINF PER PLAN AT TYPICAL SPREAD FOOTING RESU AUG 19 2016 BUILDINGDLYNRr.— Cr1YOFEOMONDS SHEAR WALL FOOTING SECTION 1 STRIP FOOTING AT CONCRETE COLUMN INTERIOR FOOTING AT CONCRETE COLUMN SCALE: 3/4"=1 -O" 1 v SCALE: 3/4"=1,_D" 11 03000 SCALE: 3W=V-0" 12 40T09 ,(yam` aLtl. ENT''�� `C tQNAL FOUNDATION DETAILS 1—T ... 14081-0137 p OF1E V I G. APRIL 22,,20, PRO.ECT xErwnnx PAM: - L3 SFS, � PSSO 91EET uuM�E� S ■ .O� SET FIG TOP REINF PER PLAN — FTG BOT REINF PER PLAN -- SECTION AT MAT FOUNDATION SCALE: 1/2"=1"-0" HALLER ARCHITECTS LLC s� 12216 Corliss Avenue North 97 Seattle, WA 98133 _€ TEL 206.235.0935 g email: hoyerscottl9gmail.com €_ a _DC�+SDC LAP PER SCHED E r G I n es es R 5® ONE POST STREET• SUITE 1050 CONC SOG & REINF @ SAN FRANCISCO, CALI--. WIM Pl+ot+E'.NlslauaeeD PER PLAN E GONC SLAB � M SITE: vmwddmARears+.om _ _ _ _ _ s � ®Cogn1�M11 DAB/COIN D'Anob G rcrsana Inc. NI�9FIsv fl�eswveE .i.. ;iT11=�11Tri=IIIP'� s� dw�.;�;�rcQ�,M.vm,s„vn„.�uwtie. L I� 1 - -- - 0 PROJECT: COM REINF PER PLAN I_ ItBuilding Edmonds Mixed Use PER PLAN E 6 LOCATION: W 201 Main Street 13- Edmonds, WA 98020 O9 'I a PREPARED FOR: Edmonds 2020 LLC EXISTING CONCRETE SLAB TO NEW SLAB �� w SCALE: 3/4"=1"-0"" a , PLLC RESUE3 AUG 19 2016 L'iUIlDINO DEPARrE— CIIYOFEOMON.US DA1E REN90N 4/22/16 PERMIT SET A8/18/16 PERMIT SET REV 2 PRI—T WRECiCR JB PR— MANAGER DL PRDECT A4CNIIECT KA, JR PRCECT TiIL ..SSS MECN FN41NE91 WA 40789 ,flint. FAK'� �q' nnE FOUNDATION DETAILS 14081-0137 DAZE APRIL 22, 2016� PXQECf lclxuEl rAm ,,rf� ;I .,, PSG �Fs 2� 91TET xuuew Q S4.Q�SS SET HALLER ARCHITECTS LLC STAGG DEADEND ANCHORAGES 12" WHEN MORE THAN (2) ARE PLACED IN ONE LOCATION— T/SLAB PER PLAN � J, I ADDED TENDONS 1 � PER PLAN_`6 & SUPPORT PLAN I C SUPPORT f SUPPORT BAR I BAR BAR SUPPORT BARS BY OTHERS AS READ 1 4'-0- MIN FROM F/SUPPORT � OR PER PLAN T/SLAB I I N PER PLAN MAX #4 BACKUP BARS VERT LINO SECTION #3 x =(T-2") HAIRPINS EA SIDE OF ANCHOR AT GROUPS OF (4) OR MORE DIST TENDONS BANDED TENDONS PER PLAN —(2) #4 BACKUP BARS —SLAB EDGE 1" CUR BTWN TENDONS MIN, TIP T/SLAB PER PLAN - - 18" ADDL J3 x HAIRPINS ® 12 OC FOR EVERY (4) TENDONS, SECTION STAGG HAIRPINS TENDON CENTER LI/2 LI/2 L2/2 L2/2 OF GRAVITY ABOVE B/SLAB OR B/DROP BAND PER PLAN 7INFLECTION POINTS N TENDON PROFILE (REVERSE PARABOLA) 0.1L1 0.1L2 CANTILEVER INT SPAN END SPAN 2 It W D- cc O LL POST -TENSIONED TENDONS WITH SWEEP GREATER THAN 1:6 3 TYPICAL POST -TENSIONED SLAB PROFILE 4 03311 SCALE: NONE 03303 SCALE: NONE T/SLAB PER PLAN F SECTION (1) ADDL HAIRPIN EA SIDE OF BANDED TENDON GROUP--, M DIST TENDONS PER PLAN BANDED TENDONS PER PLAN -(2) #4 BACKUP BARS 3/4" CUR MIN TYP, PLACE P-T ANCHORS VERT UNO to' -#3 x (T-2") HAIRPINS EA SIDE OF ANCHOR -BACKUP BARS = E F V I to S ¢U _ U��NS SECTION o SLAB EDGE DIST TENDONS 1.5T W PER PLAN TOP LOWER REINF z PER PLAN BANDED TENDONS PER PLAN, GROUP MIN OF (2) TENDONS (5) TENDONS MAX—,AT SLAB TO DIST EDGE, DONPARAONLY L III ■■111.1.1■�11iM,�l� PER PLAN I BELOW PER PLAN SLAB EDGE III III III —��11111��1111► ��--��■■11111■�IIII;:I. ■__■11.11.1■_IIN ■■I1wli�l■__il®;, m=ililiiimmimmug.- iMililimmoill CHAIR BY " 1 T IIII (2) #5B PER PLAN OTHERS, TYP ~ DIST TENDONS PER PLAN f 1 MIN (2) #4 BACKUP 1 6" 1 L BARS, TYP, EXTEND PLAN - g" NOTES: 6 (MIN) 24" BEYOND ANCHORS PLAN NOTE: NOTE: 1. MINIMUM OF (2) TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS, IN BOTH DIRECTIONS, urlo. LEGEND: STUDRAILS MAY BE USED IN LIEU OF HAIRPINS PENDING STRUCTURAL ENGINEER OF STUDRAILS MAY BE USED IN LIEU OF HAIRPINS PENDING STRUCTURAL ENGINEER OF W = COLUMN WIDTH SECTION RECORD APPROVAL. RECORD APPROVAL. 2. ADDITIONAL POST -TENSIONED ANCHORAGE T = SLAB THICKNESS REINFORCEMENT PER 6/55.01 AND 7/S5.01. g" ANCHORAGE AT ENDS OF ADDED TENDONS ANCHORAGE AT ENDS OF DISTRIBUTED TENDONS 6 ANCHORAGE AT ENDS OF BANDED TENDONS REINFORCING AT EXTERIOR COLUMN $ 03308 SCALE: NONE 03306 SCALE: NONE 03307 SCALE: NONE 03310 SCALE: NONE ADDL ANCHORAGE REINF PER 4/S501 & 5/S501 TOOLED JOINT PTENDONS REINF PER PLAN PER PLAN — PER PLAN r a 6 3/4"x21/2"x12" KEY ® 48"OC MAX BTWN TENDONS CHAMFER NOTES: 1. ENGINEER SHALL APPROVE THE USE AND LOCATION OF ALL POST -TENSIONED SLAB CONSTRUCTION JOINTS. 2. WHERE 1"DP BLOCKOUT OCCURS AT EXTERIOR SLABS, MAINTAIN CLEAR COVER PER PLAN. TYPICAL POST -TENSIONED SLAB CONSTRUCTION JOINT 03305M SCALE: NONE TOP UPPER REINF PER PLAN BANDED TENDONS PER PLAN. BANDED TENDONS PER PLAN, GROUP (5) TENDONS MAX GROUP (5) TENDONS MAX 2" CUR UNIFORMLY MIN, TYP � o UNIFORMLY DIST TENDONS PER PLAN o � 2" CUR R TENDONS PER PLAN MIN, TYP I TOP LOWER REINF g TOP UPPER REINF PER PLAN T/SLAB eJ p' PER PLAN T/SLAB "a PER PLAN . - PER PLAN z� " a o CHAIR BY OTHERS I g 5 SUPPORT REINF BY OTHERS a � SUPPORT REINF I BY OTHERS ern o TOP LOWER REINF PER PLAN N CHAIR BY OTHERS BOT REINF PER PLAN, PROVIDE REINF PER PLAN, PROVIDE ° o \ STD HOOK AT SLAB EDGE STD STD HOOK AT SLAB EDGE " COL PER PLAN _—COL PER PLAN NOTES: NOTES: 1. ALTERNATE TENDON AND REINFORCING GROUPS. 1. ALTERNATE TENDON AND REINFORCING GROUPS. 2. QUANTITY AND LENGTH OF REINFORCING PER PLAN. 2. QUANTITY AND LENGTH OF REINFORCING PER PLAN. 3. REINFORCING STAGGER PER 12/S5.01. 3. REINFORCING STAGGER PER 12/S5.01. REVI AUG NS Revieweu ,.+. BECK & AS`. 1DONS GROUP S MAX REINF REINF 4. MINIMUM OF (2) TENDONS SHALL BE PLACED DIRECTLY OVER 4. MINIMUM OF (2) TENDONS SHALL BE PLACED DIRECTLY OVER NOTE: COLUMNS IN BOTH DIRECTIONS, UNO. COLUMNS IN BOTH DIRECTIONS, UNO. MINIMUM OF (2) TENDONS SHALL BE PLACED DIRECTLY OVER COLUMNS, IN BOTH DIRECTIONS, UNIT. SECTION THROUGH DISTRIBUTED TENDONS AT SUPPORT 10 SECTION THROUGH BANDED TENDONS AT SUPPORT 11 REINFORCING AT INTERIOR COLUMN 12 03321 SCALE: NONE 03320 SCALE: NONE 03309 SCALE: NONE 1 III -� -DIST TENM PER PLAN COL BELOV PE.R PLAN BA r.r r4 Lftl �IIII� III■ � � ■� �II� �_� � � III■��■E III.��II�Rr•��.III MINIMUM 9FA ■III III�� ■��■ II��■III �l il■I■��pi� ��ll■lull■lull■11�9 �l�l■��I� III■��II��■III Illy III ltl.ltl� ltl.ltl.l!� � � � III■��II��■III COLUMN WIDTHSLAB THICKNESS ._ . 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmalf.com MT G 1 FT E E A S® ONE POST STREET"SUITE 1050 SAN FRANCISCO. CALIFORNIA 94104 Ne14151&9N8BB0 EBDIIE: xxw.d#aiglmeawm 0Copyn'g11 Dfi/201fi O'Amele Ceme,uro Inu Al 9,1ts Reservel PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC DAm lawsav 4/22/16 PERMIT SET �8/18/16 PERMIT SET REV 2 PRPELT DIRECIgi JB PRAEC7 XM'11C-0i - DL ,Ii0.ECi,1RCHI1 KA, J R PRQEDT tFAx .EueEv wECN 9 2016 CONCRETE FRAMING DETAILS PRascT Na 14081-0137 �APRIL 22, 2016 PRor_CT NEIYUKK PAm mn xurem S5.0 'SET HALLER ARCHITECTS LLC PLAN SLAB JOINT. TYP: INT SLABS: TOOLED JOINT. EXT SLABS: 1/2"W x 1"DP BLOCKOUT W/ ELASTOMERIC -T SLAB & CAULKING. REINF PER PLAN KEY PER P-T TENDONS PLAN VIEW PER PLAN T/SLAB PERK'R PLAN .". r.. t 1'-0" TYP 8" MIN D #4 T&B ® 12.00 REQD 8 UN O WHERE 8" MIN SPACING PER ARCH CONC SLAB BTWN GROUPS IS NOT P-T TENDONS CONC CURB & REINF a a PER PLAN MAINTAINED -----,PER PLAN PER ARCH AS REQD T/SLAB'- 0 . DOWEL, AT SOFFIT STEP T/CURB SLAB BREAK PER ARCH PER T/SLAB v' PER ARCH STEP PER PLAN SLOPE ER PLAN PUN °O •. O "D; . (3) CONDUIT PER a• PER PLAN ° 1^ ° ° CONDUIT .. ' = § ° " ° n . ' (D S T/3) GROUP MAX 1. .. _ #4 0 18.00 --SLAB DOT REINF PER PLAN TYP UNO TYP W/ STD HOOK NOTES: IZ€ 1. ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE. LU � € E 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WHICH INDICATE THE PLACEMENT OF CONDUIT IN SLAB. r Er LL 3. DO NOT PLACE CONDUIT WITHIN 48" OF COLUMN FACE OR SLAB EDGE. 4. CONDUIT SHALL NOT TOUCH P-T TENDONS. PROVIDE CHAIRS TO SUPPORT CONDUIT. 5. CONDUIT PLACEMENT NOT MEETING ABOVE CRITERIA MAY REQUIRE ADDITIONAL REINFORCING AND/OR SLAB THICKENING. \ SECTION AT SLAB TRANSITION SLEEVES THRU CONCRETE SLAB 3 l Y 4 SCALE: 3/q"=1'-0" 03222 SCALE: 1"=1'-0" BANDED TENDONS PER PLAN- DIST PER EDGE, TYP SLAB EDGE 'ER [033041 NO STL PIPE INSERT �IS REQD FOR SLAB ? PENETRATIONS OUTSIDE � THE 45' ZONE OF ANCHOR M REINF ON ALL SIDES TO ONE-HALF THE IF SLAB REINF CUT IN)((2) #5 T&B ALL x 48" DIAG EA CORNER z �2 STD STL PIPE INSERTS REQD WHEN SLAB o� Ay PER ARCH PENETRATIONS ARE WITHIN PERIMETER SLAB EDGEJ 1 h THE 46 ZONE OF ANCHOR (48" MAX) REINF PER PLAN, TYP 21/2" NOTES: MIN 1. ALL OPENINGS WITH A DIMENSION OF 12" OR GREATER SHALL BE TRIMMED WITH REINFORCING. MIN 2. REINFORCING IS IN ADDITION TO ANY REINFORCING Sri PIPE INSERTS ARE INDICATED ON PLANS. NOT REQD FOR SLAB NOTES: PENETRATIONS LOCATED 3. WHERE AN ADJACENT OPENING IS CLOSER THAN THE FURTHER THAN TWICE THE SMALLER OPENING DIMENSION, EXTEND TRIM 1. ADDITIONAL INFORMATION PER [03306 AND 03307]. OPNGS GREATER DIMENSION REINFORCING TO 24" MINIMUM PAST ADJACENT 2. REINFORCING AT POST -TENSIONING ANCHORS NOT SHOWN FOR CLARITY. (36" MIN) FROM ANCHORS OPENINGS. 3. IF EDGE DISTANCE CAN NOT BE MET, CONTACT STRUCTURAL ENGINEER OF RECORD. 4. HOOK REINFORCING AT SLAB EDGE AS REQUIRED. PLAN - TYPICAL POST -TENSIONING PLAN - TYPICAL SLAB OPENING REINFORCING AT EXTERIOR SLAB EDGE CORNERS __(6 T SLAB PENETRATIONS AT POST -TENSIONED ANCHORS AT REINFORCED SLAB 03304A SCALE: NONE TJ 03302 SCALE: 3/4"=1'-O" 03220 SCALE: NONE REVIEWED 11/2" CLR D AUG 2VA 62016 TYP np TENDONS SHALL BE SLAB EDGE, TYP 4) SLEEVES #5 T&8, TYP SLEEVE, TYP MAX PER ALL SIDES ��,CTLR RAIGHT IN THIS AREA Reviewed ey: GROUP 1/2- 1_0" CK &ASSOCIATES, PLL TYP TYP PERIMETER SLAB 1 REINF PER PLAN, REINF PLAN - EXTERIOR SLAB EDGE CORNER SLEEVE, TYP D OR4" t_ MIN, TYP 18" pMINB-T7WLN( GROUPS 0 #5 T&B x 48" DIAG 1 6 (MIN) TYP T CORNER E �M O �AEI� PROVIDE REINF ON ALL SIDES, T&B EQ TO ONE-HALF THE AREA OF SLAB REINF CUT BY OPNG ((2) N5 T&B ALL SIDES MIN) iv 0 � PERIMEIEK SLAB EDGE REINF PER PLAN, TYP PROVIDE TRIM REINFORCEMENT AS SHOWN AROUND NOTE: NOTES: 1/2" CHAMFER, TYP GROUPS OF (5) OR MORE SLEEVES. PROVIDE TRIM 1. ALL OPENINGS WITH A DIMENSION OF 12" OR PROVIDE TRIM REINFORCEMENT PER 1032201 OR REINFORCEMENT PER B/S5.02 OR 12/S5.02 WHERE GREATER SHALL BE TRIMMED WITH REINFORCING. TRIM REINF AROUND ADDL BUT REINF (03301] WHERE MINIMUM SPACING IS NOT MET. MINIMUM SPACING IS NOT MET. STRESSING POCKET PER 10/S5.02 SECTION SLAB EDGE, TYP 11/2' CLR PLAN - NO ADDITIONAL REINFORCEMENT PLAN -ADDITIONAL REINFORCEMENT 2. REINFORCING IS IN ADDITION TO ANY REINFORCING INDICATED ON PLANS. TYP NOTES: 3. WHERE AN ADJACENT OPENING IS CLOSER THAN THE 1. ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE. SMALLER OPENING DIMENSION, EXTEND TRIM p� � p�gy E'qua (2) #5 T&B x 48" DIAG REINFORCING TO 24" MINIMUM PAST ADJACENT tip 2. SLEEVES SHALL NOT BE LOCATED WITHIN 48" OF COLUMNS WITHOUT ENGINEER'S APPROVAL. OPENINGS. AUG 19 2016 NOTE: NOTE: PLAN -INTERIOR SLAB EDGE CORNER 3. SLEEVES SHALL NOT INTERRUPT TYPICAL REINFORCEMENT INDICATED ON PUN. 4. HOOK REINFORCING AT SLAB EDGE AS REQUIRED. RxnLnwoo�nnTA4� [:r1YOFEClMOIJOS WHERE 1'bP BLOCKOUT OCCURS AT EXTERIOR SUBS, POST -TENSIONING ANCHORAGE AT MAINTAIN CLEAR COVER PER PUN. SUB CORNERS PER [03304A]. 4. PROVIDE 2" MINIMUM CLEARANCE BETWEEN ALL POST -TENSIONING TENDONS. TYPICAL STRESSING POCKET PLAN - TYPICAL REINFORCING AT SLAB EDGE CORNERS PLANS - SLEEVES THRU CONCRETE SLAB TYPICAL POST -TENSIONED LAYOUT AT SLAB OPENING G) 1D 11 1/2"=1'-0" 12 03305C SCALE: 3/4"=1'-0" 03304 SCALE: NONE 03221 SCALE: 03301 SCALE: NONE 12216 COrliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com DCI+SDc E n G 1 n E E F1 S. ONE POST STREEr"SUITE 1050 SAN FRANCISCO, CALIFORNIA 94104 wses�Ialsaxaysa ®Copynght o/m 1. pAmob Conre,mno Ine YI FigdV Reserved PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC MTE Rsxaox 4/22/16 PERMITSET �8/18/16 PERMIT SET REV 2 PROECT qR.- JB PR T xNUG9i DL PROECT MCRI T P:9RxeRw wsac S.�'OL�QY WA 40799 9d11. F14''Rc,1C CNA CONCRETE FRAMING DETAILS 14081-0137 RAT[ APRIL 22, 2016 PRo.ECT xmraec PAM ' v ' S51f SET HALLER ARCHITECTS LLC ALIGN STUDRAILS W/ F/COL, TYP PER NOTES, TYP -STUD RAILS PER 15/S5.2 TYP (3) SIDES CUR -EDGE OF SLAB PER PLAN COL PER PLAN N STUDRAILS F/COL, TYP CONC COL SLAB EDGE PER PLAN r E NOTES: U NOTES: U U NOTES: NOTES: d [] d [] Q $,I 1. (8) STRIPS W/ (10) 1/2"0 STUDS 0 3"OC. 1. (10) STRIPS W/ (10) 1/2"0 STUDS 0 3"OC. 1. (9) STRIPS W/ (10) 1/2"0 STUDS ® 3"OC. 1. SRA (14) STRIPS W/ (9) 1/2"0 STUDS ® 3"OC. � �< 2. ADDITIONAL INFORMATION PER 10 & 12/S5.03. 2. ADDITIONAL INFORMATION PER 10 & 12/S5.03. 2. ADDITIONAL INFORMATION PER 10 & 12/S5.03. 2. ADDITIONAL INFORMATION PER 10 & 12/S5.03. STUDRAIL LAYOUT - TYPE sR0 STUDRAIL LAYOUT - TYPE 1 SRG STUDRAIL LAYOUT - TYPE sRc O RA STUDRAIL LAYOUT -TYPE s SCALE: 3/4»_7._0�� SCALE: 3/4"=1'-0" 2 SCALE: 3/4»=1 _O» $ SCALE: 3/4"=1'_0" 4 PER NOTES, TYP ALIGN STUDRAILS W/ F/COL, TYP UNO- EDGE OF SLAB PER PLAN - ALIGN STUDRAILS W/ F/COL, TYP COL PER PLAN COL PER PLAN 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com =®C'+S®E T n G I n E E R SN ONE POSTSTREET"SUITE 1050 SAN FRANCISCO, CALIFORNIA 94104 PEeNR:wlslesaeaeo vIL"/"STnBRD'Anal" neaJCT Can rs ® ppyn hl Os/2016 ow Inc Al ffghN Ne d Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC M1E NSlpl 4/22/16 PERMIT SET �8/18/16 PERMIT SET REV 2 w STUD RAILS PER 15/S5.2 M s= TYP (4) SIDES SLAB EDGE PER NOTES, TYP ALIGN STUDRAILS W/ F/COL, TYP NOTES: NOTES: NOTES:JB PP0" D1PEC 0R 1. (8) STRIPS W/ (11) 1/2»0 STUDS 0 3"OC. 1. (10) STRIPS W/ (11) 1/2"0 STUDS ® 3"OC. 1. (14) STRIPS W/ (10) 1/2"0 STUDS 0 3"OC. PROECT..A- 2. ADDITIONAL INFORMATION PER 10 & 12/S5.03. 2. ADDITIONAL INFORMATION PER X/SX.X. 2. ADDITIONAL INFORMATION PER 10 & 12/S5.03. DL PROECT AR(HI1ECi KA, JR STUDRAIL LAYOUT - TYPE sRE V C STUDRAIL LAYOUT - TYPE SRF STUDRAIL LAYOUT - TYPE SRB PROJECT AM NWB SCALE: 3/4"-1 _D„ SCALE, 3/4"=1'-O" SCALE: 3/41'-Q" 8 -K I InU< ED Exax�n ZONE 1� ZONE 2 AUG 262016 CONC COVER SHALL BE THE SAME AS NOTED BECK & �r T/SLAB FOR SLAB REINF P-T SLAB PER PLAN I BECK &ASSOCIATES, PLLC �ZtEW BR PER PLAN z corlc covER sHALL BE THE SAME AS NOTEAN PEER PLWLUMN FOR SLAB REINF SLAB PER PLAN 40]S9 w DIMENSION NUMBER & DIMENSION CONC COL PER PLAN PER MFR SPACING OF PER MFR a R z 1 1 d w STUDS PER a - 6 /4x1 /4 Iffi,g STUDRAIL STRIP LAYOUT DETAILS o o v E W/ SHEAR STUDS w STUDRAIL CONC COL PER PLAN PLAN, TYP SLAB PER PLAN a0 VT-Jud �•� .II II 11 a 4. �o � S? STUDRAIL STRIP DIMENSION NUMBER & SPACING DIMENSION a� E1/4x11/4 PER MFR OF STUDS PER PER MFR o y LAYOUT DETAILS COL PER PLAN EDGE OF SLAB STUDRAIL NOTES: I I PER PLAN SLEEVE 1A 1. STUDRAIL HEIGHT IS DETERMINED BE THE THICKNESS OF THE SLAB. HEIGHT MAY NEED TO BE ADJUSTED WHERE SLABS STEP OR SLOPE. STUDRAIL NOTES: NOTES: 2.STUDRAILS AT COLUMN CORNERS SHALL BE ALIGNED WITH THE FACE OF PLAN NOTES: VIEW 1. STUDRAIL HEIGHT IS DETERMINED BY THE THICKNESS OF THE SLAB. HEIGHT MAY NEED TO BE ADJUSTED WHERE SLABS STEP OR SLOPE. �,,__�,,qq 1I'11 EGUS 1. (6) STRIPS W/ (12) 1/2"0 STUDS 0 3"OC. COLUMN. INTERMEDIATE STUDRAILS SHALL BE EQUALLY SPACED. 1. FOR SLEEVES LOCATED IN ZONE 1, REFERENCE 17/S5.1. 2. STUDRAILS AT COLUMN CORNERS SHALL BE ALIGNED WITH THE FACE AUG I 2. ADDITIONAL INFORMATION PER 20/ss.o3. 2. (1) SLEEVE WITH A 'D' < 6" IS ALLOWED IN ZONE 2. (1) SLEEVE TOTAL AT COLUMN. OF COLUMN. INTERMEDIATE STUDRAILS SHALL BE EQUALLY SPACED. InLONoo� 1016 3. STUDRAIL SHEAR REINFORCEMENT SHOWN IN THESE DETAILS SHALL BE STUDRAILS AS MANUFACTURED BY "DECON". 3. SLEEVES NOT MEETING THE ABOVE CRITERIA SHALL BE SUBMITTED TO STRUCTURAL 3. STUDRAIL SHEAR REINFORCEMENT SHOWN IN THESE DETAILS SHALL BE "DECON". crlvoF �1T7"lavr EOMONOg ENGINEER OF RECORD FOR APPROVAL. STUDRAILS AS MANUFACTURED BY STUDRAIL LAYOUT - TYPE CsRX TYPICAL STUDRAIL SECTION AT STEPPED SLABS PLAN - SLEEVES THRU CONCRETE SLAB AT COLUMN TYPICAL STUDRAIL SECTION 9 SCALE: 3/4"=1'-O" 03330M SCALE: 3/4"=1'-0" 10 03223 SCALE: 3/4"=r-D" 11 03330 SCALE: 3/4'=1'-IT 12 CONCRETE FRAMING DETAILS PRQECi N0. 14081-0137 DATE APRIL 22, 2016 PROJECT NEMOPot PA ytaa-, ' SNFET NUMBER S5:b3 SET HALLER ARCHITECTS LL\C so 0 1e2 6CorlissAvenue North �= Seattle, WA 98133 CONC SLAB & REINF TEL 266.235.0935 PER PLAN (E) EMBED PLATE x' email: boyerscottl@gmail.com T/SLAB �? v PER PLAN •. •.. ,.. PER PER ' aw- .".�. ". "•.. , SLAB EDGE REINF PER PLAN PLAN PLAN s$ _ . _ . 3/q "CHAMFER TYP 3 /q" CHAMFER TYP -DC1+SDE (6),#5 A706 REBAR (E) CONC SLAB CONC SLAB�&REIN�F PER PLAN N� T/WALL PER ARCH R INIF P R PLAN T ALL PER ARCH 9 osrs�rREEr.so E1E E R S. oNEP1 x 5 —0" WELDED TO T/SLAB W / STD c 8� FRACIS�CORnCALIFORNIA 94184 PHDNe tnslesnaeeo E EMBED PLATE () PER PLAN ___ CONC WALL & 8 REINF PER PLAN 8 a #5 AA0 -• e• --- CONC WALL & REINF ©cTMPynya nl oe/zo a aa",m cPnr<�.P m� ui ayms N.,.n:e SHOWN PER PLAN CONC SLAB & REINF s w^ • • 5 x 3'-6" DOWEL (E) CONC SLAB H / ® 18"OC W M� REF NOTE CONIC SLAB & REINF PER PLAN NON —EXPANSIVE WATER —STOP PER ARCH PER PLAN VERT REINF PER PLAN x —a :E n" z 6" EMBED W/ EPDXY 24 _"s Edmonds Mixed Use 1 1 1 a PBIAN ~ Building —+---- PER PLAN v PER g _ EO EO 3g LLl a LOCATION: 201 Main z s N Street (1) ga coNr (1) #4 CONT Edmonds, WA 98020 SECTION ONOTE: LL PREPARED FOR: CONTRACTOR TO SCAN (E) SLAB FOR REBAR & P—T IN ORDER TO AVOID CONFLICT. Edmonds 2020 LLC PHASE 1 TO PHASE 2 CONCRETE CONNECTION AT LEVEL 1 PHASE 1 TO PHASE 2 CONCRETE CONNECTION AT LEVEL 2 SECTION AT PARTIAL HEIGHT WALL SECTION AT PARTIAL HEIGHT CONCRETE WALL SCALE: 1"=1'-0" 1 SCALE: 1"=1'-0" 2 SCALE: 3/4"=1 —0" 3 SCALE: 3/4"=1'—O" 4 TERMINATE 6'-0' BEAM LAN ie D HOOK CONCRETE BEAM ELEVATION ALONG GRID 4 BETWEEN GRIDS A AND D LEVEL 1 CONCRETE BEAM ELEVATION ALONG GRID I LEVEL 2 SCALE: 1/2"=1'—O" % SCALE: 1/2 _— —0" 8 ----� T/SLAB 40 PER PLAN l REINF PER OVERFRAMING OVER FRAMING PER PLAN CONC SLAB & REINF PER PLAN T/SLAB • . • PER PLAN CONC WALL & o_.. REINF PER PLAN NOTE: —v— ADDITIONAL INFORMATION PER SHEET S3.12. MILD SLAB CONNECTION TO WALL AT GRID I 10 SCALE: 17170" DALE REN9ax 4/22/16 PERMIT SET �8/18/16 PERMIT SET REV 2 1-T CIR.. JB PRDELT MANAGfA DL PR0. T MUVxECi KA, JR PR-T — MPIRER REVIEWED mmof AUG 262016 Reviews. By: BECK & ASSOCIATES, PLLC GREY BR C�'F aq WASAj I� k40M9 4VAI. nnc CONCRETE FRAMING DETAILS PRD.ccT xa 14081-0137 DATE APRIL 22, 2016,.,,q! PRaECi NETR9:IX P M.+, i " 16 REBUS"b4 E NDMBR AUG 19 2016 E1LxIDiNO[JE'ppPaTM� CITYOFE➢MONCs WE SET CONC SLAB & REINF a PER PLAN w CONIC SLAB & REINF rn PER PLAN T/SLAB T/SLAB PER PLAN PER PLAN SLOPE AS REOD PER PLAN �. SKIN REINF PER EL STIRRUPS PER EL REINF PER EL � LILY�2 CLR 3/4" CHAMFER TYP a TYP PER PLAN NOTE: TOP AND BOTTOM BARS VARY AT SIM. N REINF PER EL a &REINF E SLOPE AS REDO PER PLAN P PS�LNB T/SLAB PER PLAN STIRRUP PER EL C 3/a" CHAMFER TYP 1Y2" CLR TYP PER PLAN T/SLAB PER PLAN CONCRETE BEAM SECTION 2 CONCRETE BEAM ELEVATION ALONG GRID B SCALE: 3/a"-1,-0" a� N REINF PER EL ffi E SLOPE AS REOD CONNCPSSLAB & REINF PERPER PLAN T/SLAB z PER PLAN STIRRUP PER EL 31e CHAMFER TYP 5 CLR �' a TYP ........ ... ?C t NOTE: TOP AND BOTTOM BARS VARY AT SIM. n T/SLAB PER PLAN CONCRETE BEAM SECTION 5 CONCRETE BEAM SECTION CONCRETE BEAM ELEVATION ALONG GRID B SCALE: 3/4"=l'-0" SCALE: 3/4"=1'-0" 6 CONIC SLAB & REINF 3/4" CHAMFER TYP PER PIAN T/sLAe PER PLAN 4 SKIN REINF PER EL CONIC SLAB & REINF STIRRUPS PER EL PER PLAN ti T/SLAB v PER PLAN a REINF PER EL IY2" CLR pp.. TYP F REINF PER EL I I 1 < 1 I I I I ydj W a I 1 1 , I I I Y I CONC BEAM & 3" REINF PER EL ` (E) CONC WALL I I �1 NOTE: POST INSTALL REINFORCING PER GENERAL NOTES, (12" MINIMUM) EMBEDMENT. CONIC COL PER PLAN, TYP o LAP PER (9) #6T ui SCHED, TYP ' T/SLAB R• PER PLAN I------------------------------ ------------------- WALL.. ... .. . I _ BEYOND I I I I 1 #5 0 12.00 EF I I I 4 I I CONCRETE BEAM SECTION 9 CONCRETE BEAM SECTION SCALE: 3/4m-- -Om 9 SCALE: 3/4,-1,-0„ 1� �(4) #9 x 20-0"-----' (5) #6B x 6'-0" W/ STD HOOK 2" CLR TYP CONCRETE BEAM ELEVATION ALONG GRID 4.5 CONC SLAB BEYOND PER PLAN (9) #6T W/ STD HOOK ------------------------ HALLER ARCHITECTS LLC s o 12216 Corliss Avenue North s m Seattle, WA 98133 W TEL 206.235.0935 it email: boyerscottl@gmail.com 5� �a �b =DC1+SDE E n G I n E E R S. 8 .__ ONE POST STREET. SUITE 1050 SAN FRANCISCO, CALIFORNIA 941 D4 PHOSITE: 5)B06896D _ � 'g `o SITE: tYEBvwx.WenO�xeen,mm CIVIL / sT UR-.'T1-I Pill_ ®Cepyn�M1t Ofi/�Of6 D'Omole Come,wno InP. NI �9„x fleve,retl £e" vxi"m Lunn. m. mauve wmro"nPb l"�u wuen,."is E' ^. PROJECT: Edmonds Mixed Use Ep Building We c LOCATION: 201 Main Street Edmonds, WA 98020 0e PREPARED FOR: Edmonds 2020 LLC SCALE: 1/2"=1'-O" SCALE: 1/2"—i'—O" 8 REVIEWED AUG 262016 Reviewed 6y: BECK &ASSOCIATES, PLLC ------------- --- — R6x4oN 4/22/16 PERMIT SET 01 8/18/16 PERMIT SET REV 2 PROEC7 DIREC10x JB PRDm xuucm DL PR— MWIIECT KA, J R PR—T 1FAIA Miff "I Sai WA Bare c y �40789 1Q\AL — CONC BEAM PER PLAN (4) #613 x 7'-0" W/ STD HOOK (5) #66 x 6'-0" W/ STD HOOK _ #5 x Q 0 12"OC >, (E) CONIC WALL SCALE: 1/2"=l'-O" AUGt9 2016 �a �n�oru�� CONCRETE BEAM ELEVATIONS PR0.EC1— 14081-0137 Dafc .,,-1y.�., e: APRIL22,`201fi A16 PRD,ccT xenwRN PARx BECK & P3 �vfrr xuuRm S5.10 SET 3/4" CHAMFER TYR CONC SLAB & CONC SLAB & REINF PER PLAN fiI T/SLAB PER PLAN NOTE: TOP AND BOTTOM BARS SHOWN VARY AT SIM. CONC SLAB & REINF - _ PER PLAN---, i �•A } a 1° 1J2" CUR I1'P PS PER EL PER EL PER PLAN A 4 I I I I I I I I AVERT #6 PER 5/S5.11 i& TO MATCH HORIZ STL #6 x J CORNER BAR TO MATCH HORIZ REINF- 1/S5.11 12/S5.11 5 6 TERMINA REINF 4'-0" PAIT E/WALL I HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com DCI+SDE 97 G I n E E R s® ONE POST STREET- SUITE 1050 SAN FRANCISCO, CALIFORNIA 94104 WE SITp15)e]BdBNO WE SITE: wxx.GGenBainwn.mm ®Capyril3M11 d0/]a 6 O'Amob Gnwrtano Inc Al .—I PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC CONCRETE BEAM SECTION CONCRETE BEAM ELEVATION AT GRIDS A AND 4 CONCRETE BEAM ELEVATION ALONG GRID E.5 BETWEEN GRIDS 5 AND 6 LEVEL 1 SCALE: 3/4"=1'-O" I SCALE: 1/2"=1'-0" SCALE: 1/2 D E LAP PER (4) #6T SPLICED Nn M.P SCHED, TYP PER PLAN VIEW a:q :I CONC COL CONC COL I CONC COL PER PLAN PER PLAN PER PLAN #6 x AS SHOWN LAP PER ( .'aa °I (5) #6T 16'-0" SCHED. TYP. 0 . 4) #6T x 16'_0° TO MATCH HORIZ a s 1 CTRD ON COI / (4) #6T P-T TENDON CTRD ON WALL BEAM REINF 1 TT/SLAB PER PLAN •• <. �• 1•a PER PLAN BA1E I¢w°a 4/22/16 PERMIT SET #5 ® 12.00 EF (4) #613 x 4'-6" CONC COL 1 8/18/ 16 PERMIT SET REV 2 (4) #613 SPLICED W/ STD HOOK PER PLAN PROVIDE INTENTIONALLY y PER PLAN VIEW Wa _ ROUGHENED SURFACE TO ' 1/4AMPLITUDE L. � 5 •. I s= (4) #9B I (4) #6B x 4'-C a,' 2" 2" CLR 2" CUR 2" CLR a W/ STD HOOK 2" CLR CUR CONC COL BELOW—,Typ TYR TYp TYP #5 x p ® 12"OC # z p ® 12"OC TYP THROUGHOUT BEAM CONC COL _ 2" _ 1 PER PLAN PRam S,— CLR PER CUR 1B PLAN DL PKA cr CONCRETE BEAM SECTION CONCRETE BEAM ELEVATION ALONG GRID 5 BETWEEN GRIDS D AND F LEVEL 1 PRQECP E NMBR SCALE: 3/4"=1'-0" 5 SCALE: 1/2"=1'-O„ 8 MECN A B C REVIEWED AUG 262016 R.iewea SY: I I BECK &ASSOCIATES, PLLC gEY g� PER ARCH SF� pF. WASyf�+�,�,� (4) #6T x 16'-0" SCH D ETYR N V1' [�LAP ED TYR (4) #6T x 16'-0" (4) #6T CTRD ON WALL ry� F� .1k>,4I T/SLAB US I PER P$LAN I (4) #6T W/ STD HOOK AUG 1 CONC WAU PER PLAN W/ S#TD HOOK 6" CONC WALL PER PLAN CONCRETE BEAM ELEVATION ALONG GRID 4 BETWEEN GRIDS A AND D LEVEL 1 SCALE: 1/2"=l'-O" 1 2 111. CONCRETE BEAM ELEVATIONS PR- 14081-0137 9As APRIL 22, 20.1,6,(1 IS- NEIX9Rx P,AiIL��,,.. `051��6 SHEET MBER & P,J- ;� NU S 5.1 1 SET DOWELS W/ STD HOOKS TO MATCH VERT WALL REINF 0 MID -DEPTH OF WALL— 0 CONIC SLAB & REINF PER PLAN #4 x =HAIRPIN g T/SLAB PER PLAN 3 SIDES, TYP 3/1 EMBED E5/16x10x1'-2" 0 48"OC W/ (4) 1/2"0 x 5" LONG WHS (1) #4 CONT t4x3xt/q x 8" LLV 0 48"OC (LOCATE ANGLE 24" MAX FROM :71 EA END OF WALL) -EMBED C5/16x10xl'-6" 0 48"OC !W/ (4) 1/2"0 x 5" WHS CONIC SLAB & REINF PER PL LAB T/5�- I�II PER PLAN . : .' pLL1 O Ur..`1< �" 3 : .., •`- + 'a;..: " " 3x3x1/a x 8® 48OC, VERT REINF PER TYP EA SIDE OF WALL (LOCATE ANGLE 24" MAX FROM EA END OF WALL) (3) SIDES TYP 3/16 CMU WALL (NONBEARING) PER PLAN G JOINT VERT CONTROL JOINT, OMIT MORTAR. CAULK PER ARCH ///---TERMINATE HORIZ REINF 2" FROM CONTROL JOINTS. EXCEPT AT FLR I & ROOF BOND BEAMS PROVIDE 16" SMOOTH DOWEL (SAME SIZE AS HORIZ REINF) ACROSS JOINT. PREVENT BOND BTWN DOWEL & GROUT W/ GREASE OR PLASTIC SLEEVE. CAP ALL DOWELS TO ALLOW 1" OF MOVEMENT. PROVIDE CLOSED END BLOCKS AT CONTROL JOINTS, TYP cc Lu IL cc O "P""3� NOTE: CONTROL JOINT LOCATION CRITERIA PER STRUCTURAL GENERAL NOTES. CONTRACTOR SHALL COORDINATE TYPICAL CMU WALL LOCATION OF JOINT WITH ARCHITECT AND STRUCTURAL ENGINEER. SECTION AT ELEVATED POST -TENSIONED SLAB PLAN - CMU CONTROL JOINT 4 04071M SCALE: 1"=1'-0" J 04001M SCALE: 1"=1'-O" CMU WALL (NONBEARING) PER PLAN --DOWELS W/ STD HOOKS TO MATCH VERT WALL REINF AT MID -DEPTH OF WALL (ALT HOOKS) �EMBED E5/16x10x1'-6" 0 48"OC W/ (4) 1/2"0 x 5" WHS CONIC SLAB & REINF PER PLAN L300/4 x B" 0 48"OC TYP EA SIDE OF WALL (LOCATE ANGLE 24" MAX FROM EA END OF WALL) #4 CONT CMU WALL (NONBEARING) PER PLAN c unnv Tw AT CORNERS AT INTERSECTIONS HALLER F ARCHITECTS LLC R s o 12216 Corliss Avenue North s Seattle, WA 98133 TEL 206.235.0935 @ A'E email: boyerscottl@gmail.com 85 s±a =DCFSDC- E rt G 1 P1 E E F4 5® `g ONE POSTSUITE SM FRANCISCO. CALIFORNIA 94104 p = PxaxE:Inslasnaseo WEBSIfr: xxw.UMnERWenrom ®fehyn M OB/Na a O'NnOW G rsaRnoni s MI FgM1q fl.— 5 e o"e"e te.,.wee iz aa."..er <w•arb re, ie..eoum,w w TO WALL NOTES: 1. LAP LENGTHS PER REINFORCING LAP SPLICE AND DEVELOPMENT LENGTH ME M1 SCHEDULE FOR CMU. TYPICAL CMU WALL SECTION TYPICAL CMU WALL 2. WALL REINFORCING PER ELEVATIONS, SECTIONS AND DETAILS. AT ELEVATED POST -TENSIONED SLAB EDGE �� SECTION AT ELEVATED POST -TENSIONED SLAB 7 PLAN - TYPICAL CORNER REINFORCING AT CMU WALLS 8 SCALE: 1"=1'-0" 04072M SCALE: 1"=7'-0" 04002M SCALE: 7"=1'-0" REVIEWED AUG 262016 PER rPLAN� II CMU WALL PER PLAN m CMU WALL & DOWELS TO MATCH CMU WALL a ` REINF PER PLAN, 5 VERT REINF (ALT HOOKS) �s PROVIDE (2) #4 IN HORIZ BOND BEAM 'M% SUB -GRADE PREPARATION SOG & REINF DRAINAGE r IN ALL COURSES BELOW & FIRST & SUB -SLAB PER P(AN PER GEOTECH REPORT—)Wa N o COURSE ABOVE SOG uv'i a \ 15 SOG & REINF PER PLAN c LEVEL SP LAB TT/� c I T/STAB CORNER REINF PER 8/S5.20 TO MATCH HORIZ REINF, TYP- T/WALL BB/S� REINF SIZE GRADE 60 #4 24 #5 30 #6 36 #7 42 (2) #4 IN BOND #8 48 REAM TYP AT OPNG CMU CONTROL JOINT PER 4/S5.20, LOCATION (2) #41 PER ARCH — PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC wa �x 4/22/16 PERMIT SET �8/18/16 PERMIT SET REV 2 PRDFCi DIRECLIIR aB P TMuucm PRD cr ulalrecr KA, J R PRgEDi IFAM M... CITED( daxlm ' HORIZ F AT CONTROL L,wR p L TYP UNO 0®et�J " AUG 19 2016 TYP AT IROL JOINT I.OI.F.. E NO PER PLAN _ PER PLAN WATERSTOP PER - (2) #5 MIN (2) #4 0 48"OC T/FTG .: '' `"- ^"^. - '. I III ARCH AT CORNERS OPE IN MAX PER PLAN — I— ?� III= o- ° m II II ,III- I 2'-0" MIN 2 III • I— I —I (2) #5 TYP HOOK IF ) #4 IN BOND 3 I III= DOWEL TO MATCH t7 0 =III— =III=1 —I - TYP AT OPNG I MIN LENGTH BEAM AT SILL a II I.. ,� • "� I — VERT REINF I -III III —III —III REINF PER PLAN NOTES: NOT AVAILABLE T/FTG o: m -III ": .` •.a .. I— I 1. DEVELOPMENT AND LAP SPLICE LENGTHS INDICATED SHALL BE USED UNLESS OR glp8 c io., PER PLAN SPECIFICALLY NOTED ON DRAWINGS. PER PLAN a - #4 IN FIRST •a. - ." I— - DOWELS TO MATCH VERT REINF COURSE 2. REINFORCING MAY BE CONSIDERED TO BE SPLICED WHEN PLACED IN ADJACENT —III= (PROVIDE STD HOOK PER STRUCT GROUTED CELLS AND IF THE BARS ARE SPACED NO FARTHER APART THAN 1/5 NOTES: NOTES AS READ) THE REQUIRED LENGTH INDICATED AND NEVER FURTHER APART THAN 8". 1. TYPICAL REINFORCING PER STRUCTURAL GENERAL NOTES. PER PLAN 3. ALL TABULATED VALUES ARE IN INCHES. 2. INFORMATION NOT SHOWN PER TYPICAL SECTIONS. INTERIOR THICKENED SLAB TYPICAL LAP SPLICE AND DEVELOPMENT 3. CMU WALLS ARE SOLD GROUTED. FOOTING AT CMU WALL „� FOOTING AT CMU NONBEARING WALL �„LENGTH SCHEDULE FOR STRUCTURAL MASONRY �� ELEVATION - TYPICAL REINFORCING IN CMU WALL SCALE: 3/4'=1'-0" 9 03161 SCALE: 3/q"=1'-0" I V 01402M SCALE: NONE L I 04000M SCALE: NONE 12 40799 111. CMU WALL DETAILS PR I — 14081-0137 DAIS a r..•:� APRIL 22,.',0 g Prom xE>vmmcwA91 ' NM52 e PSSOG\P� sxm xuMsmC]Q S5.20 SET c8x4x1/2xl'-4" (LL ® 3'-0"OC (OR BE PLATE/j 21 T/SLAB PER PLAN \4' CONIC SLAB PER PLAN - 1/2"04" SIMPSON TITEN N HD BOLTS, (2) 4 'OC FOR EACH 1'-4" PIECE OF i8x4 �— IF POST -INSTALLED ANCHORS ARE USED, CONTRACTOR IS TO SCAN FOR P-T & REBAR IN ORDER TO AVOID CONFLICT 11/2" POLYSTYRENE (REMOVE AFTER CONC WALL IS POURED OR SHOTCRETE AND REPLACE W/ FIRE CAULKING PER ARCH DWG'S) SLAB WHERE OCCURS --- ------ EXF F/BLDG (2) #5 CONT 1% x4" LONG OR 0) ® 18 OC FOR CONT SLOTTED HOLES, L8x4, SNUG TIGHT TO ALLOW CENTER ON BOLT MOVEMENT OF L80, TYP OVERSIZED WASHER ° CONC WALL PER PLAN AT EXTERIOR WALL CONDITION CONNECTION AT TOP OF NON -BEARING CONCRETE WALL SCALE: 11/2"=1'-0" I SSK-001 5/20/14 HALLER ARCHITECTS LLC PER PLAN 3/4" CHAMFER TYP 30 12216 COrIiSS Avenue North = Seattle, WA 98133 .q. •.. FOAM FILL PER STRUCT �.€ TEL 206.235.0935 GENERAL NOTES z! • #4 x 24" ® 18"OC s. ll email: boyerscottl@gmail.com " W/ STD HOOK 8 a HORIZ REINF PER �o PLAN (2) MIN - HORIZ REINF PER PLAN SLAB & REINF PER PLAN s -DCI+SDE ' T/FIN T/SLAB €_ GRADE PER ARCH - r o • - • • - PER PLAN G I F1 E E A 5® ONE POST STREET- SUITE 1050 CONIC SLAB &REINF — — a SACN FRANCCSCO CAUFORNIA 941D4 PER PLAN T/SLAB to VERT REINF PER PLAN W/ STD HOOK I I ° I k = ®c. I oe sT oa"om rA re„.� ren� Rm,.2e '" ° 9N `�=c'" 9 ' PER PLAN - r 4 o..,.a ,,,M "....,,,", <, T/SLAB gm 'E€ _.� PROJECT: aw PER PLAN ..• g 4 '4 R Edmonds Mixed Use VERT REINF PER 4° .a. �' Building •` ° PLAN W/ STD HOOKr. p' e 8 2 T/S' ADDL #4 CONT LOCOAUMB ... ° . .. PER PLAN ".'• 1IOM ain Street 2PLAN;°$ :°.:°. it CONC R REINF PER Edmonds, WA 98020 FOAM FlLL PER STRUCT. GENERAL NOTES .. ' •" °°.'°: I— •' O PREPARED FOR: ADDL #4 CONT—III—. CONC SLAB I_I=III _' r. Edmonds 2020 LLC & REINF PER PLAN OVER -FRAMING AT PARTIAL HEIGHT WALL OVER -FRAMING AT PERIMETER WALL 3 0SCALE: 1"=1'-0" SCALE: 1 "=l'-0" #4 W/ STD HOOK ® 18"OC KEY NAP OVER W/ PR fin'. ° °p• REINF PER PLAN SLAB & REINF PIAN 3 " /4CHAMFER TREAD DIM PER 24" ARCH PER PLAN, TYP ■` —�>< ® #4 x 18"OC CONC SLAB & HORIZ REINF PER PLAN, TYP REINF PER PLAN T/SLAB PER PLAN ��W/ VERT REINF PER PLAN .. ..° . a:m• T/TOPPING T/SLAB ° • STD HOOK, TYP •. ..... PR PLAN SLAB REINF PER PLAN csi . PER PLAN SLAB &REINF #4 x 24" 018"OC _< PER PLAN W/ STD HOOK oA1E RExsox CONIC WALL & ;FO10" STRUCT FOAM T /SLAB #4 ® 18 OC W/ FlLL PER T/SLAB $ REINF PER PLAN HOOIP' GEN NOTES STD HOOK EA END a •..° PER PLAN 4/22/16 PERMITSET -ADDL #4T&e o .�.. - �.. PER 01 8/18/16 PERMIT SET REV 2 T/SLAB ° T/SLAB ' ..q .. ...:.. .. PER PLAN" PER PLAN FOAM FILL PER STRUCT ADDL #4 CONT GENERAL NOTES FOAM FlLL PER STRUCT CONIC SLAB & GENERAL NOTES FOAM FILL PER STRUCT REINF PER PLAN GENERAL NOTES 1—T aR.- ADDL #4 CONT JB PR=T MANAPA DL PRPFCi AiOIIrtCT KA, J R PR6.ECi IFIAI MEMBER OVER -FRAMING ADJACENT TO WALL STAIRS AT TOPPING SLAB/FOAM TYPICAL OVER -FRAMING AT SLAB STEP TYPICAL OVER -FRAMING SLAB STEP J E % 8 a�ECN SCALE: 1"=1'-O" SCALE: 3/4"=l'-0" SCALE: 1"=l'-O" 03344M SCALE: 1"=1'-O" REVIEWED PER AUG 262016 ENaNEEa PLAN CONIC SLAB & REINF PER PLAN #4 x 3'-0" CTRD ON EDGE OF BEAM ®18"OC CONIC SLAB & REINF PER PLAN CONIC SLAB & Reviewed By: BECK &ASSOCIATES, PLLC OVER -FRAMING W/ OVER -FRAMING W/ REINF PER PLAN CHA TER REINF PER PLAN T/SLAB " REINF PER PLAN T/SLAB �� of pA I �.i.E BR �' PER PLAN PLAN •' � • PER PLAN •. HORIZ REINF PER PLAN (2) MIN S�,S�u ;�'' 4�a'F : VERT REINF PER PLAN • ,°. • SLAB &REINF PER PLAN W/ STD HOOK, TYP dotes' ° CONIC BEAM & .• ° .. ROUGHEN COLD JOINT SURFACE K REINF PER PLAN LAP PER SCHED - �' 2 PER LAN • ° °--� SLOPE ARCH �z :... .. ..� ..4.. g T/SLAB nt� M, PER PLAN FOAM FILL LL PSTRUCT CONIC SLAB & CONCRETE • GENERAL NOTES FOAM FILL PER STRUCT REINF PER PLAN •, ,.�, GENERAL NOTES FRAMING DETAILS ADDL #4 CONT ADDL #4 CONT #4 DOWEL ®18"OC PRUCCT Nrr FOAM FILL PER STRUCT STRUCT FOAM FILL W/ STD HOOK 14081-0137 GENERAL NOTES PER GENERAL NOTES FIELD BEND AS REDD DATE APRIL22,2,w,¢j{5) R SUB PRPIECT NEPAMre-PATN.,,,,�" AUG 19 2016 p16 UILOI OFEOOMN EM WAIVE' � P �RnC\P S' x E M N , OVER -FRAMING ADJACENT TO CONCRETE BEAM TOPPING SLAB RAMP TRANSITION TYPICAL OVER -FRAMING AT SLAB STEP TYPICAL OVER -FRAMING 10 11 12 S 25 SCALE: 1"=1'-0" SCALE:3/4"=1'-O" SCALE: 1"=1'-O" 03341M SCALE: 1"=1'-O" . SET HALLER ARCHITECTS LLC HOIST BEAM T/STL PER R ELEV N SleO x 4" 1 EA SIDE OF 'LATE t" LAG SCREW STUD PER PLAN T/SHTHG v PER PLAN BUNDLED STUDS PER PLAN P TYR ;ES ADDT (2) #4x48", TYR 'ER PLAN CONIC SLAB & REINF PER PLAN :R PLAN w T/SLAB °� PER PLAN TE EAM PER PLAN 1" RETURN 1/4 CONT STUDS EA SIDE, OF HOIST BEAM 1LL PER PLAN 36" �(2) #4x CONIC SLAB & 2" AD[ REINF PER PLAN TYR EW EMBED 111/1 16x1'-4" W/ 0 8°OC 6EW WHS T/SLA� B PER PLAN PLAN "0 WELDED THIRD STUD I \ I I TYP (2) SIDES OF COL i EQ (2) SIDES TYP 1 I I t6x31/2x6/16 x 0'-3° LLV W/ VERT SLOTTED HOLE, I i TYP (2) SIDES OF COL I I HSS COL PER PLAN HSS COL I 1 3" t4x4 AT SLAB EDGE AT INTERIOR SLAB (2) #4x48" TOTAL) EMBED /W/ (4) e/2 41:6"1 WHS F- -40A x 4", TYR HSS COL PER PLAN LL.I o_ SECTION NOTE: PLAN LOCATE ANGLE & WELDED THREADED STUDS ON ADJACENT SIDES OF COLUMN AT SLAB CORNER CONDITION (SHOWN) AND ON OPPOSITE SIDE OF COLUMN AT SLAB EDGE CONDITION. HOIST BEAM SUPPORT %,� HSS COLUMN TOP CONNECTION „ SCALE: i"=1'-0" SCALE: i"=1'-0" Y 1Y2" TYR EMBED E BIDDER DESIGNED BIDDER DESIGNED RAILING BY OTHERS i I RAILING BY OTHERS �4YY t CONIC SLAB &SlA6 PERIMETER SLOPEREINF PER PLAN I I I I HSS COL PER PLAN CONCRETE WALL REINF PER PLAN PE�� PER PLAN EQ EO T/SLAB (2) Q1/4x6xO'-6" W/ (2) THRU I I EMBED C1/ x6x0'-10" " i I MAP BOL S BEAMS ASI READ FOR PER PLAN TYP W x 24" DBA I I/2EMBED C3/ex4°T/GONG i ADD'L (2) #4x48„ EMBED 0/Bxw'-8. ..:_a 1_ n,P I T STL e1 ®EMBED W/ (4) 1/2"0x4" WHS W/ (3) /2"0 (3) SIDES 3/18 -- ---- -- ----- /4 EA SIDE CURB0PER PLAN PER ARCH 5" 1)�" TYP 3/4" CHAMFER, THRU DOLT, TYP I AT WALL AT SLAB EDGE I CONC CURB & REINF HSS COL I I -- ---- z ------- i3x3x3/6 x AS SHOWN PER PLAN PER PLAN I i F HSS BEAM PER PLAN I I ' w I HSS COL PER PLAN I I I I I 3/16 TYP i I 4 3/16 TYP 0/4"5/16 NOTE: SECTION LOCATE RAILING EMBED PLATES PER ARCH DINGS RAILING EMBED DETAILS HSS BEAM TO HSS COLUMN CONNECTION HSS COLUMN AT CONCRETE CURB 8 SCALE: 1"=l'-0" SCALE: 1"=1'-0" SCALE: 1"=l'—O" T/sLA,A- — PER PLAN E5/6x18x1'-6" W/ (4 3/4"O x 6" WHS CONC SLAB & REINF PER PLAN 4 �ADEL (2) 05 x 6'-0" EW (4) TOTAL EQ EQ 1 2--6- SLAB EDGE STEEL PER PLAN SLAB REINF PER PLAN ADDL #4 T&B c' T/SLAB T/SLAB t6x4x1/4 LLV AT ELEV OR STAIR BRING PER PLAN 9' PED P. LENGTH PER ARCH as a 1/ -0 x 6" WHS EMBED E1/�x30 x AS SHOWN 18 OC & 6 W/ (3) 1/2 0 x 18" DBA FROM EA END (4) ADDL #4 x PER �PLAN� CONC WALL OR SLAB PER PLAN E1/2x12x1'—O" 1/2"0 x 6" WHS IE REVIEWFn AUG 262016 Revieweu 6y: BECK & ASSOCIATES, PLLC 1Y" TYR ADDL REINF I"� I N Wpm SU[fslY NOTE: AUG 19 2016 LOCATE ONE PLATE AT EACH CORNER OF TRANSFORMER UNIT. CONNECTION OF TRANSFORMER TO PLATE BY OTHERS. eultnlnlooEv.A1x1M— CITYOFEOMONf]S TRANSFORMER ANCHORAGE EMBED PLATE ELEVATOR EMBED AT SLAB EDGE i0 EMBED ANGLE AT ELEVATOR AND STAIR EDGE 11 STEEL EMBED PLATE FOR ELEVATOR RAIL OR STAIR 12 SCALE: 1"=l'-0" —E) SCALE: 1"=1'-0" SCALE: i"=1'-0" SCALE: 1"=1'—O" 12216 Curtiss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hayerscottl@gmail.com ®®CV ,SSE E In c3 1 n E s F4 Se ONE POST STREET• SUITE 1050 SAQN FRANCISCO, CALIFORNIA 94104 NelnslesNaew _TE "'xvrx.tldmplaneenwm bcN"��"na��sTi=o�o� mm a��i �u ;N41asewsa PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC wre uasox 4/22/16 PERMIT SET Q8/18/16 PERMIT SET REV 2 PROECT OIRECipi JB PROECf NM'4CFR DL PRPECT ARCNI1ECi KA, JR PROtCf 1LU1 MEM&A WAsy�c� m IOVAL. STl' nTle STEEL FRAMING DETAILS PR0.eCT NO. 14081-0137 DATE APRIL22,201 PROJECT NERW9t PA. r'�::, J+y 1'� 5 P\•�G pC\PEE SHEFt NUMOFA J & 1�3 S6: 1 SET HALLER ARCHITECTS LLC tR1/a. TYP THRU BOLTS, TYP W�H. EMBED PLATE ADDL SLAB REINF PER 3/S-8.1 P-T SLAB PER PLAN EMBED PB/gx16x1'-4" W/ PLAN T/SLAB LNG/WHS ®S 8*OCLAB HEW CTRD TYP PER PLAN gg SECTION 1 "GAP EMBED 9'.1/2XI2XSAB DEPTH (12" AT SIM) -_ MAX (2) C�-O THRU LT (2) #4 x 48" LONG 2 3 SHORT THRU BOLTS IN SHORT SLOTTED HOLES 1' RETURN 1/4 (4) 1/2"0 x 6" WHS HSS BEAM PER PLAN EA SIDE, TYP 1/4 i I I 3/4"0 WELDED THIRD STUD EQ EQ TYP (2) SIDES OF COL T/SLAB - T/STL PER PLAN - - - - - - PER PLAN t6x31/2x6/16 x 0'-3" LLV ° '� i "• W/ VERT SLOTTED HOLE, a TYP (2) SIDES OF COL .: 1 HSS COL PER PLAN � 3 � ' o NOTE: s/18 TYP LOCATE ANGLE & WELDED THREADED STUDS ON ADJACENT SIDES OF COLUMN AT 1)'2" 3/18 SLAB CORNER CONDITION (SHOWN) AND ON OPPOSITE SIDE OF COLUMN AT SLAB EDGE CONDITION. HSS COLUMN TOP CONNECTION TO POST -TENSIONED SLAB %,1 HSS BEAM TO CONCRETE SLAB CONCRETE �� SCALE: 1"=l'-0" 1 G SCALE: 1 "=1'-0° HSS Ya WIDTH 1/p tk- SLAB EDGE PLAN BASE C HSS COL PER PLAN PLAN (3) SIDES 1/4 3 I I _ BASE P1/2xAS SHOWN I EMBED t'1/�x10x1'-2" W/ (4) 1/2 0 x 6" WHS I #4 x 48" T/SLAB I I PER P�Lldd .> J 24" #4 x j HAIRPIN I WHS vp HSS COLUMN AT CONCRETE SLAB EDGE 5 J SCALE: 1"=1'-0" PLAN - INTERIOR COLUMN C COL SIZE PER TABLE 1 TYP F 1 - ------ ----Y --, �- _ AN LAN HOLE Z _ I I_- Tz=_ U I C T- ? -CMU OR CONC WALL 1 WHERE OCCURS W ll PER PLAN COL PER PLAN I J_ ti__L ALIGN C F/ AB'S W/ OUTSIDE F/HSS COL BP PER PLAN LL PLAN -CORNER COLUMN G COL SIZE PER TABLE 1 TYP "F"-1--�P~--r I I I I I Jo I I � , U I CMU OR CONC WALL i 1 1"0 GROUT HOLE WHERE OCCURS I i (OPTIONAL) PER PLAN I COL PER PLAN CL" BP PER PLAN I CLR MIN WHERE WALL OCCURS PLAN - EDGE COLUMN CMU OR CONC WALL ,L WHERE OCCURS COL PER PLAN----__ \�, I II I I I COL PER PLAN AB LOCATION WHERE(4) ADJACENT WALL OCCURS 3/4"0 AB'S W/ I WASHERS & HEX NUTS I I I t TYP UNO PLAN I "3 NON -SHRINK GROUT, MIN GONG FTG PER P I 1 I I T/FTG PER PLAN •rr• n4 moo_ a r.r ELEVATION TYPICAL BASEPLATE CONNECTION - HSS COLUMN 05030M SCALE: 1 "=1'-O" PER PLAN RT/IEWFO AUG 262016 Reviewed BY: -- BECK & ASSOCIATES, PLLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com D C I + S D E E T1 G 1 F1 E E R 5e ONE POST STREET -SUITE 1050 SAN FRANCISCO, CALIFORNIA 94104 ®c"PrfiBnl./m B•a"Ru c: ". k zym: &rz PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC 611E Ren9ol 4/22116 PERMIT SET PRCECT dR.- JB P—T MANAGER DL 'R.. MQR1ECi KA, JR P—. — MEMBER (NECK WA. 40789 t41A1. FiC` l� I (4) 3/4"0 BOLTS AT BEAM GAGE ARE STRUCTURAL BRICK BEAM PER PLAN, TYP ERG E3/8x4xO-9" II VENEER DETAILS II 1/4 NM. 14081-0137 a COL PER PLAN, TYP s C COL R[11�8 pA�1 DATE ,. D APRIL AUG 19 2016 PRP£lT NETKMK PAILIy✓ r, 96To% a otRLDINooEPAartNEur CRVOFEDMONOS SOC\PjEs pCCc m 91EET NNIfiFR 6E BEAM TO HSS COLUMN CONNECTION LV � O� S6.0 SCALE: I"=1'-0" ■ SET HALLER ARCHITECTS LLC 1y2" TY 0 I 1'-0" VENEER IRCH PER SECTION WE PER PLAI T/STL PER ARCH ANGLE PER PLAN EMBED PLATE DETAIL BRICK LEDGER CONNECTION DETAIL �1 CONTINUOUS ANGLE CONNECTIO SCALE: 11/2"=1'-0" 1 SCALE: 11I2,=1'-0'" G SCALE: 11/2"-1'-0" 0 SECTION B-B SECTION P—T SLAB & REINF PER PLAN EMBED P1'%x10 x O'-10" W/ (4) 6 x 5" WHS FACE OF WALL BEYOND 6" #5 xC gl 'r I SECTION C—C F BOLT — I VENEER PER ARCH FULL BRG ON VENEER ANGLE BELOW 3/16 ` —II L&40/16 x 0'-9" LONG W/ LLV & VERT LONG SLOTTED HOLE EA SIDE ° 4� _ _ � 3/16 � I I OF HSS COL FOR 31eO A325 BOLT HSS PER PLAN 3" MAX I CONT L&60/6 W/ (4) 3/4"6 A325 BOLTS W/ HORIZ SLOTTED HOLES L5x5x1/2 x 0'-6" LONG W/ (2) 3/4 0 A325 BOLTS PER SUPPLIER I CTRD ON THE LEG SECTION C-C HSS COL PER PLAN C BOLT GAP FOR CONSTUCTION � C BOLT OLER C m � I I (3) SIDES 'A 'A F SCALE: 1 "=l'—O" ADDL INFO L&6x3/8 — HSS3x3x1/4 — HSS PER PLAN 01 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com =DCI+SDC- E? n G 1 r1 E E R s. ONE POSTSTREET•SUITE 1050 SAN FRANCISCO, CALIFORNIA 94104 weesir: wnw.awreireuamm _ ©csPynym xa/se 6 o'a"mo con,ena"o m" ui aem. a.„rvm m Edmonds Mixed Use E>° B Building C G $� ' EL 6 LOCATION: 201 Main Street Edmonds, WA 98020 O LL PREPARED FOR: Edmonds 2020 LLC daE 4/22/16 PERMIT SET �8/18/16 PERMIT SET REV 2 PNPECf dPd:me JB PNdEM MANAmi DL PRdECi PAdIdFCi KA, JR PxdFCi IFNA MEM9FA CANOPY SECTION 8 SCALE: 1"=1'-0" p1ECM REVIEWED aaM� 10 ADDL INFO 1 ss.o3 AUG 262016 •""��—--� 10/S6.03 SECTION C—C Reviewed 6Y: BECK & ASSOCIATES PLLC 4 2 wA t _ PER ARCH HSS PER PLAN — TYP T&B BEAM PER PLAN 1 DECK PER ARCH ADDL INFO lull®IF__ VLNLLK PER ARCH p FULL LP TO P TYP AT WE 1/4 TO WT ab.o3 1/4 nnt: ST EEL 1 /4 ANGLE PER PLAN W / _ I a 1/4 TOPPING FRAMING DETAILS WELD SIMILAR TO 12/S6.03 PER ARCH (5'-0" MAX) PER ARCH P 3/4x4 x 1'-0" � C3/4 x AS SHOWN W/ 14081-0137 APRIL 22, 291,6-,�',:1�"`'"C" (3) HOES FOR 3/4^0 ANGLE A235 BOLTS w -- -- t PER PLAN `♦--F—�.., PER ARCH M HSS6x4x3/6 1/4 /4 PR6.EM NEMURN PATI -"'-+' C 7" i)¢" PER ARCH (9'-0" MAX) A TAPERED WT 1/4 MAX 1/a PER PLAN 1MAX TAPERED WT C�p'TEs�y ASS 1/4 PER PLAN sl•n xulePR g�1.1` `° S6 03 1/4 SECTION 11 SECTION HSS PER PLAN 12 SCALE: 1"=1'-0" SCALE: 1"=1'—O" ■ SET HALLER ARCHITECTS LLC BRICK VENEER AIR SPACE & WATER PROOFING PER ARCH P-T SLAB PER PLAN 36" #4 x =HAIRPIN$ T/SLAB �' PER ARCH 6" MAX SLAB PERIMETER REINF PER PLAN PER PLAN w as BRICK LEDGER AT SLAB PER 3/S6.06 HAIRPINS r d BRICK VENEER PER ARCH TYP 01-------I #4 x 36" I to of EMBED E1/x12x1'-0" I W/ 1 WHS I (2) 2 0x6" I i & (2) 1 2"0x36" DBA Io -o I I 1/a .i MAXSMD/12" FOC ROM"EA i i 2" 8" END MAX I 1 TYP 0 EMBED E1/2 x SLAB DEPTH x 0'-8" ,a W/ (4) 1/2"0x24"DBA, TYP AT 6'-0"OC MAX & 12"OC FROM EA END OF ANGLE SLAB PERIMETER 8" REINF PER PLAN T/SLAB PER PLAN °g BRICK VENEER PER ARCH [Bx8xy2 1/4 NOTE: COORDINATE LOCATION OF EMBED WITH P-T TENDONS. BRICK LEDGER AT SLAB CONNECTION DETAIL 3 SCALE: 11/p"=1'-0" /U oW 0 y I I U LINTEL ANGLE PER SCHED 6" MIN, TYP 63 0 BRICK VENEER s PER ARCH z OP ING W og x� o ROUGH OPENING WIDTH liw ,E 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 ¢v¢ g email: boyerscottl@gmail.com 3� =DCI+SDC- P7 ST I n E E R 5® .__ $ O ONE POST ISCO, CALIFORNIASURE PAN FRANCISCO, CIA 94104 PHONE:ITE: 578ud9W WESSITE: wmv.tltlT IRneen.oan U �L ©Capy„'9ht o8/ROTS O'Amato Canrcrseno Inc. NI xoM1x fleaemE �.E PHUJLUI: to Edmonds Mixed Use F' It Building 2 s cr a- n LOCATION: 201 Main Street e o Edmonds, WA 98020 OPREPARED FOR: Edmonds 2020 LLC x0 z 16"OC MAX HORIZ ANCHOR N I SPACING, TYP I I I I n n n n n {f_____}f_____tr_____ fF___ _fl_ PER ARCH I u u u u u u I o ELEVATION I I I o_i{_____y}_____{+_____{}_____}F_____}f_____FI____ I I u u u* u u u u u I "O V u u u I 3"I I my n n n n n I I SOLDIER COURSE-+I------}I------�r-- - +a---- -+r E3/8x4x AS SHOWN-----_i I PER ARCH u u u u D ANCHORS AS R I TO INTAIN 8" 31 "MIN PER ARCH ^ ^ ^ ^ TO 0 EDGE , TYP ^ ^ 4" MAX 41 3 SIDES-+�-----+I------��--+I-- +f--- -+f /2" MAX 3/16 u u u u u u 1" OP ING MiNfF "MA) 1/a URVED t6x6x3/8 z CONT n BRICK VENEER PER ARCH fa 19 il— WHERE SHTHG -+�-----Fes-----+'I---+f- .[f11.��_ II` WHERE OCCURS 1/4 u u u u NTAIN 8" MAX u (ANCHORS NOT SHOWN FOR TO OPNG EDGES, TYP CLARITY, VENEER ANCHORAGE REQUIREMENTS PER 7/56.06 STRUCTURAL WALL n n n n n n n n PER PLAN —'+-----+-----+�'-----+�"-----+F'_____4-f_ ---F�--- u u u u u u u ADJUSTABLE 2-PIECE I�; T/ROUGH OPNG L4x4x3/8 n n n n n n n ^ ANCHORS PER STRUCT B/LINTEL I I I I u u u u u u u u GENERAL NOTES, TYP BRICK VENEER BEYOND i i i i STRUCTURAL WALL I I I��BEYOND J tiL J_ryti_L n n n n n n n n W1.7 (.148"0) CONT WIRE ZW MIN -a------ i------ i+-----+t-----+I------tr-----fl---- -I-I- JOINT REINF MECHANICALLY BRG u u u u u u ATTACHED TO ALL ANCHORS 1" MAX ELEVATION SECTION BRICK VENEER LEDGER BELOW SLAB TYPICAL BRICK VENEER ANCHORAGE TYPICAL LOOSE BRICK VENEER LINTEL SCALE: 1"=1'-0" s 08000M SCALE: NONE % SCALE:�1711_1 BRICK VENEER AIR SPACE WATER POURING PER ARCH 1 WOOD STUD PER PLAN NO 9 GA CON PENCIL ROD IN MORTAR BED J01 ENGAGE EA PINTLE AS SHOWN. LAP ROD 12" AS REQD. BEND AROUND CORNERS AND LAP — MIN 12 GA ANCHOR TYP 114P GA ANCHOR PLATE #9 D/A 808 WOOD SCREWS PER ARCH SECTION AT WOOD STUDS PLAN VIEW AT WOOD STUDS TYPICAL VENEER ANCOR CONNECTION DETAILS BRICK VENEER AIR SPACE PER ARCH PLAN B aq SECTION AT CONIC OR CMU BRICK VENEER AIR SPACE PER ARCH CONIC WALL OR CONIC OR CMU WALL, CMU WALL COLUMN OR SLAB EDGE NO 9 GA CON PENCIL PER PLAN ROD IN MORTAR BED JOIN 1 ENGAGE EA PINTLE AS I SHOWN. LAP ROD 12" AS REQD. BEND AROUND 1 CORNERS AND LAP r2 0 PP i 1 1 1" MORTAR COVER, TYP 11/2" MIN "s 1 12 GA ANCHOR PINTLE 1 TYP !4 14 GA ANCHOR PLATE TYP PLAN VIEW AT CONIC OR CMU �1 D iILTI X-ZF 32 P8 18"0 x 11/a" LONG) PER VENEER ANCHOR BRICK VENEER AIR SPACE &WATER F-6 NG PER ARCH SECTION AT STEEL STUDS W.. IMIf a�9ox 4/22/16 PERMIT SET PR9ECT NRE M JB PR—T A4WxGfA P DaECT nRal,Ecr KA, JR PRU iVx -BBR [11EKK BRICK VENEER „ AIR SPACE WATER I I PROOFING PER ARCH STUDS I I REVIEWpn AUG26ZO16wnsBcy� 9 GA CONT PENCIL a 1 IN MORTAR BED JOINT 1 Re"iawea By: AGE EA PINTLE AS I BECK & ASSOCIATES, PILC IWN. LAP ROD 12" REQD. BEND AROUND I 4ore9 �q`,&• ;NERS AND LAP 2 10 x 11 1Rrnl..lr'a'•` -c SELF -TAPPING SCREWS (D/A 807 RO EQUAL) i 1 ' 1" MORTAR I STRUCTURAL BRICK COVER, TYP 11/2" MIN GA ANCHOR PINTLE PER GA ANCHOR PLATE ---F AUG 19 2016 I� e lA— eulu�vooel=AgTT•n�lvr C OFEDMON0.S PLAN VIEW AT STEEL STUDS SCALE: 11/2"=1'-O" VENEER DETAILS PRNECi N0. 14081-0137 -1E APRIL22,2016 T' IaM- PR9.ECT xl[rxatx P/,M pUG 2G AG1 1G & PSSOC\P�� 91fF1 NUMBkR S6.06 SET HALLER ARCHITECTS LLC HOLD-DOWN SCHEDULE - DOUG-FIR STUDS 01420 [11—INDICATES FOOTNOTES NUMBER OF NAILS, SCREWS DIAMEEER ANCHOR TYPE STUDS/]POST OR BOLTS 131 EMBEDMENT NOTES HDU2 PER PLAN (6) SDSi/4x21/2 5/8"0 7" 1-4 O w HDU4 PER PLAN (10) SDS1/4x21/2 %-0 7" 1-4 w 00 U3 HDU5 PER PLAN (14) SDS1/4x21/2 5/8"o 7" 1-4 Z C U HDU8 PER PLAN (20) SDS1/4x2l/2 7/8"0 7" 1-4 HDU11 PER PLAN (30) SDS1/4x2l/2 1"0 7" 1-4 HOLD-DOWN/STRAP SCHEDULE - DOUG FIR STUDS 01420M NOTES: [11 TYPICAL HOLD-DOWN DETAILS PER 8/S7.01. [21 PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE AT HOLD-DOWN STUDS/POST. [3) AT PRESSURE TREATED SILLS, USE HOT DIPPED GALVANIZED BOLTS. (41 NAIL LAMINATE MULTIPLE 2x STUDS WITH PLATE NAIUNG PER SHEAR WALL SCHEDULE. SCALE: NONE SHEAR WALL SCHEDULE W> FOR 0.148"0x21/2" NAILS IN DOUG-FIR LARCH (2012 IBC) (161 SOME SHEAR WALL TYPES NOTED MAY NOT BE USED ON THIS PROJECT. WALL TYPE WALL SHEATHING APA-RATED 11, 2, 121 NAIL SIZE & SPACING AT ALL PANEL EDGES [4, 51 BLOCKING & STUD SIZE AT ADJOINING PANEL EDGES [3, 6, 131 RIM JOIST OR BLOCKING CONN TO TOP PLATE BELOW [7, 81 2x PLATE ATTACHMENT SILL PLATE ATTACHMENT SHEAR CAPACITY LBS/FT NAILING TO WOOD RIM JOIST OR BLOCKING BELOW ANCHOR BOLT TO CONCRETE BELOW [101 SILL PLATE AT FOUNDATION 11 W6 15/3p" 0.148%21/2" 0 COG 2x CLIP 0 16"OC 0.148"001/4" 0 6"OC 5/8"0 0 48.00 2x 310 W4 15/32" 0.146"STAGGER D 4"OC 3x CLIP 0 12"DC 0.148"0x31/4" ® 4"OC 8"0 460 5 0 48"OC 3x 15 W3 15/32" 0.148"0x21/2" 0 3"OC STAGGERED 3x CLIP 0 8"OC 0.148"0x31/4" 0 6"OC (2) ROWS [91 5 8"0 0 24"OC 2x 600 5 "0 0 32"OC 3x 15 W2 15 /3p° 0.148"0x2l/2. 0 2"OC STAGGERED 3x CLIP 0 16"OC EACH SIDE 0.148"001/4" 0 6"OC (2) ROWS [9] 5 "0 0 16"OC 2x 770 "0 0 24"OC 3x 15 W4 BOTH SIDES 0.148%21/27STAGGERED 4"OC 3x CUP 0 1 EACH DE C 0.14(2�ROWS �gj4"OC 5/a"O 0 24"OC 3x [151 920 BOTH 0148"STAGGER D 3"� 3x LEACH SIDE 0.148"0x31/4" 0 4"OC OR (2)(ROWS OF ROWS [SOSf/4x5 SSCREWS 0 8"OC 91 5/e'0 0 16"OC 3x [15] 1200 BOTH 0148"STAGGER D 2"OC 3x CLIP EAC®SIDEC CLIP 0 CDC OR (2) ROWS OCH SIDE F7SDS1/4x5 SCREWS 0 8""OC [9] 5/s°0 0 12"OC 3x [151 1540 NOTES: (11 INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. [21 WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. [31 BLOCKING IS REQUIRED AT ALL PANEL EDGES. [41 PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS, OR DOORWAYS OR AS DESIGNATED ON PLANS. HOLD-DOWN REQUIREMENTS PER PLANS. (ALTERNATE NOTE: WALLS DESIGNATED AS PERFORATED SHEAR WALLS REQUIRE SHEATHING, SHEAR WALL NAILING, ETC. ABOVE AND BELOW ALL OPENINGS). [51 SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLD-DOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLD-DOWN POSTS. ADDITIONAL INFORMATION PER HOLD-DOWN DETAILS. [61 INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH 0.148"Ox2l/2" NAILS AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND 0.148%21/2" NAILS AT 6"OC WHERE STUDS ARE SPACED AT 24"OC. [7] BASED ON 0.131"001/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131"0x21/2" NAILS WHERE INSTALLED OVER SHEATHING. [8] FRAMING CLIPS: A35 OR LTP5 OR APPROVED EQUIVALENT. [91 WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS OR SCREWS, PROVIDE DOUBLE JOIST, RIM JOIST OR EQUAL BELOW. STAGGER NAILS/SCREWS IN ROWS 11/2" APART MINIMUM. NAILING PER SHEAR SCHED TYP, UNO PANEL EDGE NAILING PER SHEAR WALL SCHED WALL SHTHG PER PLAN, TYP [10) ANCHOR BOLTS SHALL BE PROVIDED WITH HOT DIPPED GALVANIZED STEEL PLATE WASHERS 0.229"x3"x3" MIN. THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 13/16"x13/4" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE WASHER TO EXTEND TO WITHIN 1/2" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. INCREASE PLATE WASHER SIZE AS REQUIRED. EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE. [111 PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT -DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL NOTES. (121 WHERE WOOD SHEATHING (W) IS APPLIED OVER GYPSUM SHEATHING (G), CONTACT THE ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS. [131 AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING, PER SECTION. [141 CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST -IN -PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED. [15] NAIL STUDS TO 3x SILL PLATES WITH EITHER (2) 0.148%4" END NAILS OR (4) 0.131"0x21/2" TOENAILS [161 [WK> WHERE "W" INDICATES WOOD SHEATHING AND "X" INDICATES EDGE NAIL SPACING. [171 EDGE NAILS SHALL BE LOCATED 3/8" FROM PANEL EDGES. ADJOINING PANEL EDGE PANEL EDGE NAILING, TYP NAILS TO MATCH PLATE NAILING (z) zz sTuos 4'-0" MIN SPLICE LAP DBL TOP PLATE (2) ROWS 0.148"0x31/4" NAILS ( 16) TOTAL) STAGG WITHIN AREA OF SPL CE) ® 6"OC PLATE OCCU STUD: STUD NOTE: FLOOR/ROOF JOISTS NOT SHOWN FOR CLARITY. SPLICE TO t OVER , TYP WALL PER PLAN TYPICAL PLATE SPLICE DETAIL 4 06904 SCALE: 1 "= V-O" fA s a T/� PER PLAN '� .... . . WALL END SHTHG PER SHEAR WALL SCHED BUNDLED STUDS OR POST PER PLAN W/ EDGE NAILING ENTIRE STUD HEIGHT PER SHEAR WALL SCHED HD PER PLAN HEADED AB'S PER HD SCHE PT BOT PLATE (2) #4 x 48" EW� (2) #4 x 48" WASHER P1/2x3x0'-3", TYP CONIC SLAB PER #4x AT SLAB EDGE HOLD-DOWNS AT INTERIOR HOLD-DOWNS TYPICAL HOLD-DOWN AT POST -TENSIONED SLAB $ 06093M SCALE: 1"=l'-O" ROOF FRAMING PER PLANS & DETAILS . T/SHTHG ST BL ST PE ED PT AS HE RFVIEWFD AUG 262016 R-i—ea uy: BECK $ ASSOCIATES, PLLC I PER PLAN PIN iDS PER PLAN '.IS 0 HORIZ PANEL EDGE D WALL &SHTHG N i I+ PLAN , N N IE NAILING PER PLAN, TYP—A' i+ N SILL PLATE W/ 3 PER PLAN N U T p D ANCHOR TYPE PER PLAN I! T/SLAB 1 1 t4 I PLK PLAN a ° JOISTS, RIM JOISTS OR BLKG PER DETAILS )BL TOP PLATE STUDS PER PLAN "IELD NAILING PER PLAN '-T SLAB PER PLAN WALL PANEL EDGE NAILING PER PER PLAN, ttPJ SECTION SHEAR WALL SCHED 8 RMUS szo, owl .11R.M0�n AUG 19 2016 TYPICAL SHEAR WALL ELEVATION AT Cf1Y PLAN AT STAGGERED SHEAR WALL SCALE: ,"=r-o" (9 SHEAR WALL SCHEDULE - DOUG-FIR LARCH SCALE: NONE IS SCALE: SLAB SCALE: NONE 12 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl@gmail.com —DC1+5DC- En G I n E s R s® ONE POST STREET -SUITE 1050 SAN eN+s)uueaeoFRANCISCO, CALIFORNIA 94104 x_ NCIVIL"Ti"sT�RUCT ®CogNgA1 N/M D'-b C"nre s�om nc. NI k,Ib AeseneE PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC MlE RFA90N 4/22/16 PERMITSET �8/18/16 PERMIT SET REV 2 PR0.ELT DIRECIOx JB 1R0.ECT wPNAGFx DL Pz,PNa1 mT KA, JR PRaccT hAw wwRw aaK WOOD FRAMING DETAILS PRQECT - 14081-0137 ono APRIL 22, 2016 PR61ECi NEIWCRK PAM c µ C no+6 "PSSOCIPZE0 S7.01 SET PLATE NAILING PER 11/S7.01 PREFAB ROOF TRUSS PER PLAN T/SHTHG PER PLAN 2x4 SHEAR PANEL BTWN PREFAB TRUSSES, SHTHG & NAILING TO MATCH SHEAR WALL BELOW CUP PER 11/S7.01 WALL & SHTHG PER PLAN DIAPHRAGM EDGE NAILING PER PLAN (3) 0.131"0 x 21/2" NAILS 2x6 BLKG PER PUN PREFAB ROOF TRUSS PER PLAN PLATE NAILING PER 24 BRACE 0 48"OC W/ PLAN AT SHEAR (4) 0.148"0 x 31A" NAILS TO WALL BELOW BLKG & CBC EA SIDE TO TOP PLATE SHTHG TO MATCH WALL & SHTHG WALL BELOW ---� 11 PER PLAN DIAPHRAGM EDGE NAILING PREFAB ROOF TRUSS PER PLAN PER PLAN T/SHTHG CONT 2x4 PER RIBBON T&B SHTHG TO MATCH WALL BELOW EDGE NAILING ATTACHMENT PER SHEAR _WALL SCHED 1 TRUSSES PERPENDICULAR (3) 0.131 "0 x 21/2" NAILS DIAPHRAGM EDGE NAILING 2x6 BLKG PER PLAN T/SHOiG SHTHG TO MATCH WALL BELOWPREFAB ROOF PER PUN PLATE NAILINGTRUSS PER PLAN E26 EDGE NAILING8"OC W/ 1/4" NAILS TO SIDE TO TOP PLATE R SHEAR 1 'L-WALL WALL SCHED & SHTHG PER PLAN TRUSSES PARALLEL INTERIOR SHEAR WALL CONNECTION EXTERIOR JOIST TO SHEAR WALL CONNECTION APPLICABLE FOR SINGLE SIDED SHEAR WALLS ONLY SCALE: 1"=1'-0" c SCALE: 171'-0" 4 HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscattl@gmail.com DCI+SDC m G I T1 E E R S. ONE POST STREET. SUITE 1050 SAN FRANCSCO, CALIFORNIA 94104 WEBSITE: xw"diargl—.. OGgd1M 0/1B a 0'H . Come— I.. YI RgAd Rewrel PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC DIAPHRAGM EDGE DIAPHRAGM EDGE NAILING NAILING PER PLAN, TYP 2x SOLID BLKG (PROVIDE SHTHG PER PLAN VENT HOLES AS REDD PER ARCH) T/RIM BOARD PER ARCH BA1E RExsox T/SHTHG RIM BOARD PER ARCH 4/22/16 PERMIT SET PER PLAN z W/ (2) 0.131"0 x 21/2 a NAILS 0 12"OC Z 8/18/16 PERMIT SET REV 2 STRUCT FASCIA PER PALM W/ (4) 0.131"0 x 11/2" PREFAB TRUSS PLATE ATFACHMENT PER SHEAR WALL SCHED NAILS AT EA JOIST PER PLAN STUD WALL & SHTHG PER PLAN PER ARCH 36" MAX PS— III— J13 PS—T MANAWi AT COUTYARD DL PR08CT ARd11ECi KA, J R ROOF EAVE DETAILS PRQE4T IFNA MEMBEi 13 SCALE 1"=1'-O" REVIEWrp Px( o 02 T/SHTHG AUG 262016 PER BECK & ASSOCIATES, PLLC RIM JOIST PLAN PER PLM EDGE NAILING P RPLAN EDGE NAILING AADDL STUTO (PROVIDE 6"ORMAX VENT HOLES 5�F MATCH AS REDD PER ARCH)STUDS AB BLKG PER PLAN CONT SHTHG TO ROOF AT 2x SOLID BLKG PER PLANSTUD WAL CONTRACTORS OPTION, 2x RIPPED BLKG TO FIT (PROVIDE 6"0 MAX VENT HOLES PER PUN tVE DBL TOP PLATE, SPLICE OMIT CLIP & NAIL PER AT SIMPSON H2 CUP AS REOD PER ARCH)T/PLATE aote9 (2) 2x4 TOP PUTS, LINO PER 4/57.01 A34 CLIP SHEAR WALL SCHED�CRIPPLE /PLATE T/SHTHG T/SHTHGPER PUN/ARCH STUDS TO PER PUN/ARC FRAMING PER PLAN PER PLAN PER PUNMATCH T1P STUDS PER PLAN WHERE HDR IS NOT BOT PLATE STUD WALL PER PLAN PREFAB TRUSS PER PLAN TIGHT TO PLATE (OMIT AT EXT) 2) ROWS OF 0.148"0 x 31/2" 0.131"0x31/4" NAILS TYP EA END NAILS 0 12"OC, ALT NAILING HDR PER PLATE ATTACHMENT PER FROM EACH SIDE BUNDLED TRIMMER ST DS PREFAB TRUSS INDICATED AS THUS:(2 SHEAR WALL SCHED SIMPSON H2 CLIP JOIST PER PLAN n 1/2" SHTHG SPACER SILL AT WINDOWS PER PLAN ON PLAN TYP AT JOIST PLATE ATTACHMENT PER WOOD (2) 2x HDR OR BEAM KING STUDS PER PLAN BLKG 0 48"OC W/ (2) 0.148"0 x 3%2" STUD WALL & SHTHG SHEAR WALL SCHED FRAMING DETAILS SIZE PER PLAN TOENAILS TO DBL PLATE PER PLAN STUD WALL & SHTHG TRIMMER &KING STUDS CONT PER PLAN PR6.ECT xa. TO BOT PLATE 14081-0137 �a REBUS...ys:i;•tii RA- wv. �Q� APRIL22,' 016' AUG 19 2016 PR6EC NEPMPo PAM r' 1 2 p�� 1A),G eulLORvoo G\F`�� SNEET NUMBER TYPICAL BUILT-UP 2x HEADER OR BEAM TYPICAL HEADER WALL PARALLEL TO ROOF JOIST INTERIOR WALL PERPENDICULAR TO ROOF JOIST 11 12 S 7 02 06212 SCALE 1"=1'-O" 06211 SCALE: 1'=1'-0" 06074M SCALE: 1-1'-0" 06074 SCALE: 1"=1'-0" ■ SET E I ) ) I I i FALL ARREST ANCHOR —& CONNECTION BY OTHERS I I I I I I I I I I I I I I I 1 I SHTHG PER PLAN T/SHTHG ----�--�---- PER PLAN (2) A35 CUPS EA PSL 5Y40% BLKG SIDE OF BLKG, TYP UNDER ANCHOR AND EA SIDE OF ANCHOR NOTE: ADDITIONAL BLOCKING MAY BE REQUIRED TO PROVIDE CONNECTION FOR ANCHORS SHTHG PER T/SHTHG PER PLAN JOIST PER BLKG 0 4 2x4 (4) 0.131 0 x 21/2" NAILS DIAPHRAGM EDGE NAILING PER PLAN 2x RIM JOIST STUD WALL & SHTHG PER PLAN SHTHG PER T/SHTHG PER PLAN JOIST PER RIM JOIST STUD WALL & SHTHG PER PLAN STUD WALL & SHTHG PER PLAN DIAPHRAGM NAILING PE BEAM PER R PLAN T/SHTHG PER PLAN PLAN w CL w O LL TIE -OFF BLOCKING �� EXTERIOR WALL ROOF JOIST PARALLEL �� EXTERIOR WALL ROOF JOIST PERPENDICULAR STUD WALL TO BEAM CONNECTION %� SCALE: 1"=1'-0" I SCALE: 1"=1'-0" SCALE: 1"=1'-0" J SCALE: 1"=1'-0" T/SHTHG PER PLAN -------- -- - - -------- -- --- - CONC SLAB PAF 0 12"OC CEILING SHTHG WHERE OCCURS JOIST PER PLAN PER PLAN W/ 3/4-0 MAX EMBED (SIZE & CONN PER ARCH) T SLAB DO NOT CONNECT TO FRAMING \ BIJ(G ®48"OC / WITHIN 16" OF WALL PLATE. PER PLAN CONNECT TO WALL PLATE W/ "DS" CLIPS ®16"OC 1'-4° MIN DTC CUP ®48"OC (NAIL MID -HEIGHT OF SLOT) 2e-0" MAX NON -BEARING WALL PER ARCH COLD -FORMED VERT WALL PARALLEL TO FLOOR/ROOF FRAMING DEFLECTION TRACK TO ALLOW FOR VERT � T/SHTHG MOVEMENT OF CONC SLAB _ - ------ q" PER PLAN IN -FILL NON -BEARING WOOD STUD WALL 8 PER ARCH ___ CEILING SHTHG WHERE OCCURS JOIST PER PLAN (SIZE & CONN PER ARCH) c� WITHDO INT16ONNECT OF WALL FRAMING (NAIL MID -HEIGHT CUP 0 COF SLOT) CONNECT TO WALL PLATE NON -BEARING WALL W/ "DS" CLIPS 0 16"OC 1'-4" MIN PER ARCH WALL PERPENDICULAR TO FLOOR/ROOF FRAMING DEFLECTION TRACK AT TOP OF STUD IN -FILL WALL NON-STRUCTURAL PARTITION WALL CONNECTION SCALE: 1"=V-O" J 06905 SCALE: 1"=1'-O" 'v SHTHG PER PLAN • --- PER ARCH DIAPHRAGM EDGE NAILING • --- • PER PLAN • SOLID 2x BLKG W/ VENT HOLES BTWN RAFTERS • �.,:........ PER ARCH (2"0 MAX) • `N RAFTER PER PLAN--- 2x OUTRIGGER PER PLAN AT EA RAFTER W� (2) ROWS 0.131 0x3" NAILS 0 8"OC STAGG 2x VERT COMPRESSION BLOCK WR FTER " (TRIM FOR FIRM BRG) FASCIA PER PLATE ATTACHMENT PER SHEAR WALL SCHED OVERHANG PER NOTCH JOIST 3" MAX DIAPHRAGM EDGE NAILING PER PLAN 2x FULL DEPTH BLKG H2 CUP AT EA JOIST CUP PER SHEAR WALL SCHED STUD WALL & SHTHG 1j --STUD WALL & SHTHG NOTE: PER PLAN PER PLAN CONNECT EACH RAFTER TO TOP PLATES WITH H2.5A (NOT SHOWN FOR CLARITY) - EXTERIOR WALL 1 PERPENDICULAR TO RAFTER WITH OUTRIGGER scAl '=1'-0" 1^v EXTERIOR ROOF EDGE FRAMING SCALE: 1"=1'-G" 11 RFN/IFWFn AUG 262016 Reviewer "y. BECK & ASSOCIATES, PLLC RESUB AUG 19 2016 BUILDING EEFARTMENT ORYOFEDMONDS HALLER ARCHITECTS LLC 12216 Corliss Avenue. North Seattle, WA 98133 TEL 206.235.0935 email: boyerscottl9rail.com it°° it =DCI+ C E rT G I•^KI." E �IS R S. ONE POST STREET. SURE 1050'r : -a,.:, SAN FRANCISCO, CALIFORNIA/4104 P NE:(<15)63660E0 WEBSIiE: x1vx.Odcrgl�neeawn � ) L ®Copyright OB/3016 O'Amola xGepnwnEaYnoalnu NI fligAle flesemJ PROJECT: F..... Edmonds Miiceci'YJse Buildin LOCATION: 201 Maiq Striet Edmonds, WA 9,8q20 �y r. PREPARED FOR: p Edmonds 2?2'LtC NEY MM { f Oeyapr.•mn.1S�/4� P 4/22/16 PE UIT,St=T j8/18/16 PERMVT-,SE'F REV 2 i P-T DIRECTOR JBt - PECL MRN _ PDIL s , PROJ:Ci PACHIlEOi KA, JR r,. _. PRgEOi TFAM MEMBER Cv�� of WA,gx�I,./i r7 Goias �WVAI. WOOD FRAMING DETAILS 1-T N0. 14081-0137 DATE .. APRIL 22, PROLCT NEINpPof PAM ,t'„'r- _• I*�SOC\P�E51 S7.03 SET REQUIRED CLEARANCE AT DOOR 1 PER ANSI Al17.12009 I 1 FIG 4104.2.3.5 1 2T-4" 4" LEVEL = 38.63' = 39.00' 2 EDGE OF SLAB AT A3.01 A4. PLANTER = SLOPE) =39AT T.O.0 = 39.596 - 2" (FOR STREET TREE TYP CROSS SLOPE) = 39. 3' 1 PHASE 2 1 PHASE 1 (SUBJECT OF THIS SUBMISSION) I (UNDER CONSTRUCTION) = 40.OV N II 1- V-13/4" 2'-11II I II II 28 JL_ A_ L L_JL_JL_ IL p 1 +40. +386 ��38.$1' T=+39.60' i �111LDING=) i T ��__ 3" SIDEWALK SLOPES I 39.595' o c a _ _ SOUTH DOWN _ _ I 10 2,q 23 e 2V / ELEVATION 38.81', - - - - - -_ - - e WHICH, VIA2/o �Y 23 1 a ® VESTIBULE A13MPi®�OED PROVIDE HEAT `: 10 +41.07 �� JQ NDER FUTU4��XISTING I I TO MAINTAIN MIN I c v 1 _ II. .. 2 +39.64 SPRINKLER 1 o POST OFFICE J IMPROVEMEITIQ+ IIfV 38.6T O 40 DEGREE TEMP RISER ROOM i LOADINGF10DRIVE II II 00� I II II 23 I WEST RETAIL - o o a 10 13A 10 2 II T-5114 _ - I - 106 - I - d - - 4- +39.60' I w p cO� zli¢ I III y w I 13 RESIDENTIAL/ �? RETAIL TRASH z c; 10 l0 II III F w m 0 107 I +41.3T QII III s I 7 I�w� „II - e PR VIDE 2-HR A6.01 VESTIB LE WILL BE PROVIDED III n RA EDCONCRETE UNDERIFU URETENANT o a II - III n SL B IMPROVEMENT PERMIT o I " n II -�II z O w POST OFFICE 1 1 mnmmec , mm -�emmmm®Elmmmmm.n...Rammmm m mmmmmmmommmmmmmm�mmp mmmm.... E.N a I ;I T 08H II m _ FEC a z 3 41.63T I----- ------------------ FiE 11 El c`qV f B 1.0, I E 4„ C I I= 1 I 104 =- M L I°n'' = 7100 11 r 1 - 10 - -' II / ®� v Qi LOADING it I IEXITP $SAGEWAY i_ I I 1 11 I i 1 lill 1 I 103 ^ �_I I I I I �� A3.12 0 - - - - - _ t it uP 'q � � � _.._ __. 11i11 5 tl I I I ' N ) R -..1 I. t =0 ANSPORMER_ -- 111FTI 1 I 10 0 3 R s ORF IDOR I %" • m",",mmm e9 Em FEC t :D 1 5 -- �.J1:7 .. - m« I I 1. J I - � COMPACT COMPACT COMPA T 3-- PROVIDE2 R ` " „ - RATF11C071CRFTE -- 23 1 e `'" ELECTRICAL ro" 'mmmmmmmme mmme am aP mm®®®mmmmmnmmmm mmmm....I a_ ______ T V-51/2" I 6,_ " I I ' CONCRETE 109= 1 (SLAB i R 2 I ! WALL4'-0" CO CRETEW A3.01 • - - 1- a - 1 - - --� - - - � IGH TYP TY 6"THICK (" I I )41 635' I 2" I 8' 11" i RE 'D FOR 2-H I 0 A I RAI ING) I 23 11 EDE I I g I 2 1 I I 1 1 1 23 I I I I I I 1'-11 1 0 314" 9'-3 3/4" 8' 6" 31/2" 0 _ _ SW TAI OUTDOO1 SEATING I I SOU WEST RETAIL I D THICK CONIWALL MIN 7" 1952 SF 13 10 a THICK (6.2" REQ'D 250 SF 1 I I -� o � 101C 1 I I 101 0mmm ¢- 7 FOR 3-HR RATING) I L PROVIDE 3-HR ® _. _,- ® _ RATED CONCRETE I I I it 10 a PARKING GARAGE I SLAB 23 a 110 CANOPY I 123 I 10 ° 0 ABOVE I I I I I I I r°a I I I T-7 3/4" I I I I P SE 1 TAIII.OUTDOOR SEATING I I m m® 4 2" 4' 2" 8'-6" T-0" 8 81/2" 1 F-81/2" 9' 1 1/2"' V-6" T-O" 377 SF I I I I 1 D I 101D I I P12 I I 13 10 s, 5 6 7 8 1 9 I I 1 • I z 1 J I SOU �QOJA HE7 SRETAIL m m I 01 - ,.T., - - - - 1 - - I I © - - - I -� I 0R MP102 IR C I PACT I i COMPACT 1 23 PROPERTY LINE R mme m ..mmmm;a 11 1 11 I 11 PARKING: 16'-2" 1 V-7" 21'-2114" 18'-01/2" 16'- 14 L 17'-6112" L 17'-2112" 'IT-10 1/2" 2Y-81/4" TOTAL PHASE 1(18) + PHASE 2 (9) = 27 PARKING STALLS. PER ECDC 16.43.030.0.2, RESUEI NO PARKING IS REQUI FOR ANY COMMERCIAL FLOOR AREA OF PERMITTED o-- - - - — — — — — — — — — — — USES LOeATED 191 B 2 ZONE. JUN 2 7 2019 - 1 159'-10 3/4" 1 PER IBC 2012 TABLE 1106.1: REQ'D ACCESSIBLE SPACES FOR 26-50 PROVIDED PARKING STALLS = (2) SPACES. (1) PROVIDED IN PHASE 1 & (1) PROVIDED REVI ED PLAN APPROVED I ADJACENT TO PHASE 2 RETAIL SPACE ENTRIES. CITY O t EDMONDS BUILDING DIVISION ®I PER IBC 20121106.5: "AT LEAST ONE SHALL BE A VAN -ACCESSIBLE PARKING SHAFTASSEMBL - 2 1 2 J �I A3.11 A4.07 A4.07 A3.02 A3.12 SPACE". (PROVIDED IN PHASE 1 - SEE G0.07 FOR PATH OF TRAVEL) SEE SHEETS A6.01, A6.02, A8.01- A8.13 & A9.05 FOR PLANS EXAMINER FIRST FLOOR PLAN ADDITIONAL PLAN CALL OUTS FOR WALL TYPES DATE 0 4 8 16 HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: boyerscotti@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC DAIS RElt9pl 4/22/16 PERMIT SET �8/18/16 PERMIT REVISIONS �11/14/16 PERMIT REVISIONS &2/22/17 CONFORMED SET A 11/21/17 CA REVISION &3/15/18 ASI-004 &12/27/18 ASI-007 &5/14/19 ASI-008 PROS A5! -oag io bo ($ SB PN" m .0- PPSaEB. AP.- SB wro✓Em TEAM udem DT clan 8117 REGISTERED ARCHI T SCOTT A. 8 R STATE OF WASHINGTON 13LP@Ol(a 05cxo JUN 27 2019 BUILDING DEPARTMENT CITY OF EDMONU5 FLOOR PLAN LEVEL 1 PRaEm xa 14001.00 oAa FEBRUARY 22, 2017 PRU,Pff NE -PM — — NUMBER A2.01 CONFORMED SET 30'-0" REQUIRED DISTANCE FROM INTERSECTION n0 JO°O°O°O; Z__7��. / G '0OGG0" '311� _ SECOND AVENUE NORTH 20'-0" 5'-0" STREET TREES SHALL BE MIN PLANTED AT 20' ON CENTER i EXISTING LIGHT POLE o / OTHER LIGHT POLES �(NO ON MAIN STREET OR 2 w CIO SECOND AVE) Z z G°• • HANGING BASKET POLE SEE DETAIL 4/L3.01 - o °o: 0 t o ° TREE GRATE TO BE KIVA MODEL ° SIZE TXTTYP oil `" ° NO POWER POLES ALONG o \ SECONDAVENUE ZUj HANGING BASKET POLE 2 SEE DETAIL 4/1-3.01 W [O Z U z O Ea o N NO POWER POLES ALONG Q o MAIN STREET Al VIRGINIA CREEPER & HYBRID TRUMPET CREEPER ON TRELLIS E HANGING BASKET POLE 2 - SEE DETAIL 4/1-3.01 NOTE: SEE SHEET L3.01 FOR PLANTING LEGEND & DETAILS LANDSCAPE PLAIN 1/8" = 1'-0" 0 4 8 16 ALLEY SITE UTILITIES - SEE C4.1 FOR MORE INFORMATION f 48'-3" MINIMUM DISTANCE REQUIRED PHASE 2 PHASE 1- FROM POST OFFICE LOADING (SUBJECT OF THIS SUBMISSION) (UNDER CONSTRUCTION) 7.5' TREES STOP FOR MAXIMUM SIGHT LINE SAFETY — - --- - - - --- -------- SITE BENCHES HANGING BASKET POLE 7N, y - SEE DETAIL 4/1-3.01 2 /• B N Y LL / NO LANDSCAPING AT FIRE DEPARTMENT CONNECTIONS - SEE C4.1 2 CITY COPY HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: hoyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building LOCATION: 201 Main Street Edmonds, WA 98020 PREPARED FOR: Edmonds 2020 LLC BATE BE.- 4/22/16 PERMIT SET 08/18/16 PERMIT REVISIONS &11/14/16 PERMIT REVISIONS PR0.2LT OBE- SB PRNACER SB PROJECT ABCH OFLI PACT, TEAMER ARCMiECY am REGISTERED ARCHIT T SCOTT A. B R STATE OF WASHINGTON F9ESUB NOV 16 2016 q Epgpi{rAENT � cOE "'Noe RRE LANDSCAPE PLAN PBC.FCT H. 14001.00 UAW DECEMBER 1, 2016 PROJECT NETKRB PATH CNFET NUMBER L1.01 3 t_D-avl In_©Sb(p 3" STOCK —• (0.120" WALL THICKNESS) WELD 1/Y METAL - — EYELET 2" FROM END DRILL THROUGH ® 1-1/8't, — INSERT NOM. 3/4' I.D. x 3' LONG BLACK IRON PIPE NIPPLE, WELD PERIMETER AND SAND FLUSH (TYP) MATCH EXISTING —3-1/2' STOCK (.120' WALL THICKNESS) v C 71�-3' STOCK (0.120' WALL B• I , OE • a a FPLANT'SO- CROWNTHICKNESS) �UC R66feAL14SLEVEI: WTH FINISH 'GRADE: + A BACf FI 2':I?R..a tRELEG CLASS 3000 CONC FOOTING UNDISTURBED NATIVE SOIL 1PRIOR CASE FOOTING EXCAVATION I rREMOVE IF CAVING CONDITIONS PRESENT ALL STANDINGWATER FROM EXCAVATION TO PLACING CONCRETE HANGING FLOWER BAS'CET POLE DETAIL SCARIFY PIT WALLS r 'WITH TOPSOIL AN APPLY:' SLOW. OR (4M1G` RIILIZER 4VIYIr n41FV 'R74, MIN. ROOTBALL WIDTH UNDER•ROOTBA 24" OR CONTAINER' WIDTH +12" SHRUB PLAITING NOT TO SCALE. SHRUB PLANTING T V, t`2 0AdE' GALU,,STEEL WIRE IN MULTI-PLV BLAC Rl! BBE R ;;HOSE (" COLORFUL WARNING FLAGS fW0 0)m!'`,FIR..STAIfES CAE, (7IQU � f8„TREE ?LANTING NOT TO SCALE DECIDUOUS TREE PLANTING ChamaecypOe1S obtusa Hi Loki ,cypress 6 ,8'' Ijt Panus°.cB'rriara 6 8R Fit: Q: Hydrange6 mg06 yllo Bk 1-df Hydraiigeq 5 ,gnli:; Py,� 'C��a�,i' PPPD;uTa1a sertttlaNa'Ifiroanzan' ?aJr�en i eelr : hurry 3" cal A Athyrium . felik- feminaf Lady 'F€tra' 1 gol•. Polyst cliJlm munitum Western Nord Ferns 1 gal. Liribpe' muscari 1 -gal. Hemerocallus sp. Doylill es'. I gal. Nokgnechlon rnperq Japanese Fd6t, brass: avartdula ongustifalio" English: Lavendet' 0 0 ,:, CGlluna 'Spring Tprch'; Hepthee 1 gal,. Pennesetum 'Hamlyri' Fountain Grass L- ✓' Vinco ninor Dwarf Periwinkle. 4" lcorit. Pachysandra terminals Japanese •Spurge 4N=oon# K LAWN PLANTING SCHEDULE 2 HALLER ARCHITECTS LLC 12216 Corliss Avenue North Seattle, WA 98133 TEL 206.235.0935 email: heyerscottl@gmail.com PROJECT: Edmonds Mixed Use Building i LOCATION: 201 Main Street Edmonds, WA.98020 PREPARED FOR: Edmonds 2020 LLC DALE RENLCH 4/22/16 PERMIT SET Z�,8/18/16 PERMIT REVISIONS zL11/14/16 PERMIT REVISIONS RRD,ccr oiRECTaR SEl PRCdCT MANAGER SB PROW A-ITECT SB PRDECT TEAM MEMBER •" DT AACIIDECT 811SWASHII S RIESUS Nov i;selts BUCIV OF PPWN DT WILE LANDSCAP&-- - SCHEDULE & DETAILS PRMCT N0. 14001.00 rDECEMBER 1, 2016 na T RR— RATR. ..1; SNFEti NEMBER L3.01