Loading...
REVIEWED BLD2023-1363+ORIG. Architectural_Plan+10.27.2023_11.07.10_AM+3865812CONSTRUCTION SPECIFICATIONS GENERAL NOTES: A. 5E15MIC DE51GN CATEG B. WIND EXPOSURE AND SPEED 90 MPH, EXP. C. SNOW LOAD (a 25 PSF. D. FLOOR LIVE LOAD 40 PSF. E. DECK LIVE LOAD 60 PSF. F. SOIL BEARING PRESSURE 1500 PSF. G. ALL GLASS IN DOORS, SIDELIGHTS, AND OTHER HAZARDOUS LOCATIONS TEMPERED GLASS (IRC 308.4) 2. FOUNDATION: A. FOOTING: SHOWN AS MINIMUM ON DRAWING AND TO BE POURED ON CENTER OF WALL DIMENSIONS: - FOOTINGS ARE TO BE POURED ON UNDISTURBED OR PROPERLY COMPACTED SOIL. - A 4 PERF. DRAIN PIPE IS TO BE LAID AROUND PERIMETER OF FOOTING AND OVERLAID W/ 1/2" - 2" DRAIN ROCK. B. FOUNDATION WALLS: TO BE BUILT TO SIZE SPECIFIED ON DRAWINGS AND THICKNESS SPECIFIED 15 MINIMUM REQUIREMENTS. PLACED IN ACCORDANCE W/ FOUNDATION PLAN. C. REINFORCEMENT STEEL: TO BE AS SPECIFIED THICKNESS CALLED OUT ON DRAWINGS AND TO BE DETAILED AND PLACED IN ACCORDANCE W/ BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND TO BE DEFORMED STEEL BARS CONFORMING TO ASTM A615, GRADE 40. D. CONCRETE: SHALL BE OF "READY -MIXED CONCRETE" AND SHALL CONFORM TO A5TM C94 (5 SACK OR BETTER) - AFTER CONCRETE HAS BEEN PROPERLY CURED IT SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI UNLESS OTHERWISE SPECIFIED. E. PORCHES, CARPORT SLABS, AND STEPS EXPOSED TO THE WEATHER AND GARAGE SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF NO LESS THAN 3000 PSI PER IRC TABLE R402.2 3. FRAMING: A. FLOOR: TO BE FRAMED IN ACCORDANCE W/ SPECIFICATIONS OF DRAWINGS. - AND TO HAVE ALLOWABLE FLOOR LOAD AS SET FORTH IN IRC SEC R502.3 AND R502.3.2 - ALL STRUCTURAL MEMBERS OF FLOOR TO BE PROPERLY SET AND FASTENED IN ACCORDANCE W/ IRC. STRUCTURAL LUMBER TO BE #2 DOUGLAS FIR OR BETTER. B. WALLS: EXTERIOR WOOD FRAMED WALLS TO BE 2"X6" DF-L #2 W/ STUDS @ 16" O.G. HEIGHT OF EXTERIOR WALL TO BE AS SHOWN. - ALL EXTERIOR WALLS SHALL BE SHEATHED W/ 1 /2" STRUCTURAL PLYWOOD OR 1/16" OSB. BRACKING WILL BE DETAILED IN PLAN. - ALL WINDOW HEADERS AND BEARING WALL BEAMS TO BE 4"XIO" UNLESS SPECIFIED ON DRAWINGS. - INTERIOR WALLS TO BE 2"X4° CONSTRUCTION PLACED (a 1E" O.G. STUD HEIGHT TO BE AS SHOWN. - INTERIOR BATHROOM WALLS W/ EXTENSIVE PLUMBING FIXTURES MAY HAVE 2"X6" FRAMED WALLS TO PROVIDE CLEARANCE AND COMFORTABLE WORKING SPACE. - BATHROOM WALL COVERINGS SHALL BE MOISTURE RESISTANT CEMENT PLASTER, TILE, OR APPROVED EQUAL TO 72 INCHES ABOVE DRAIN AT SHOWERS OR TUB W/ SHOWERS. (R702.4.2) C. ROOF: DRAWINGS WILL SPECIFY TRUSSES OR RAFTER CONSTRUCTION - ENG. TRUSS DETAIL TO BE CHECKED BY GENERAL CONTRACTOR BEFORE INSTALLATION - STANDARD SNOW LOAD TO BE VERIFIED PER SIDE ISSUING JURISDICTION PSF TOTAL LOAD UNLESS SPECIFIED OTHERWISE ON DRAWINGS. - ROOF SHEATHING TO BE 112" CDX STANDARD, BUT WILL VARY W/ ROOFING PRODUCT USED. D. CONNECTIONS - ALL CONNECTORS ARE SPECIFIED AS SIMI-SON, EQUIVALENT LUMBERLOCK CONNECTORS WILL BE SATISFACTORY - NAILING SCHEDULE TO BE IN ACCORDANCE W/ TABLE I, R602.3 (1) E. BEAM BEARING POINTS IN WALLS - ALL BM. B.P. IN WALLS MUST HAVE 2X STUDS NAILED TOGETHER TO A MIN. WIDTH NOT LESS THAN BEAM BEING SUPPORTED. 4. ENERGY CODE COMPLY WITH WASHINGTON STATE ENERGY CODE A. ALL WINDOWS f DOORS TO BE SEALED INTO WALL W/ CAULKING f WEATHERSTRIPPING B. ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED TO UNCONDITIONED WALLS f FOUNDATIONS TO BE CAULKED TO STOP AIR LEAKAGE AND PROVIDE INCREASED EFFICIENCY. C. ALL PENETRATIONS FOR PLUMBING, WIRING, f DUCTING TO BE SEALED. D. VENTILATION DUCTS SHALL HAVE R-10 INSULATION COVERING E. WHOLE HOUSE VENTILATION NEVER LESS THAN 120 CFM W. FAN NOISE RATED AT 1.5 SONES F. AIR LEAKAGE CONTROL - ENVELOPE LEAKAGE SHALL BE REDUCED TO SLA OF 0.00020 BUILDING ENVELOPE TIGHTNESS WITH A BLOWER DOOR AT A PRESSURE DIFFERENCE OF 50 PA. TESTING SHALL OCCUR AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE. F. LIGHTING - SEE LIGHTING PLAN FOR CODES AND REQUIREMENTS. 5. INSULATION: (2012 WSEC) A. VAULTED ROOF/CEILING TO HAVE MINIMUM OF R-38 INSULATION FLAT ROOF/CEILING TO HAVE MINIMUM OF R-49 INSULATION ROOF/CEILING W/ ADVANCED FRAMING: TO HAVE MINIMUM OF R-35 INSULATION. B. FLOOR: R-30 INSULATION (a FRAMED, R-10 Ca SLAB ON GRADE C. WALLS: R-21 INSULATION D. ALL EXTERIOR WALLS: TO HAVE EITHER VAPOR BARRIER, (A) OR (B) INSTALLED PER MANUFACTURER'S SPECS. WITH WINDOW � JOINT TAPE -A. TYVEK HOUSE WRAP *PREFERABLE -B. TYPAR HOUSE WRAP 6. FLASHING: A. CONTRACTOR f HOME OWNER TO INSTALL ADEQUATE FLASHING AT ALL WATER INFILTRATION POINTS SUCH AS, BUT NOT LIMITED TO, WINDOWS, DOORS, DECKS, SKYLIGHTS, CHIMNEYS, VENTS, TRIM BOARDS, BALCONIES AND ROOF VALLEYS. B. WATER PROOF DECKS AND BALCONIES TO BE FLASHED PER MANUF. SPECS. FOR WATER PROOF MEMBRANE. C. ALL CAULKING MUST BE INSPECTED � MAINTAINED ANNUALLY BY HOME OWNER USING APPROVED EXTERIOR SIDING CAULK CODES: VALLEY FLASHING - IRC 905.2.8 / IRC 905.4.E OTHER FLASHING -IRC 905.2.6.4 FLASHING f COUNTERFLASHING - IRC 905.3.8 WATERPROOFING WEATHER EXPOSED AREAS, I.E. DECKS f BALCONIES - IRC l03.8 MASONRY - Rl03.71.5 AND WINDOWS - RE12.1 AND Rl03.8 MECHANICAL SPECIFICATIONS 17- THE MAXIMUM LENGTH OF A CLOTHES DRYER DUCT SHALL NOT EXCEED 25 FEET (1620 MM) FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 MM) FOR EACH 45-DEGREE (0,5 RAD) BEND AND 5 FEET (1524 MM) FOR EACH 90-DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE ------j'EAN5ITION DUCT. (M1502.4.4.1) 2. ELEM T GES WHICH EZCT ARK, OR FLAME SHALL BE LOCATED A MINIMUM OF 18" ABOVE THE GARAGE FLOOR (IMC.304.3) 3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMOOTH-50RE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS EXCEEDING 8 FT. IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. (IMC.504.6.3) 4. PROVIDES PROTECTION OF GAS BURNING APPLIANCES PER IRC SEC MI301 PLUMBING SPECIFICATIONS 1. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK. DRAIN TO THE OUTSIDE OF THE BUILDING WITH DRAIN END NOT MORE THAN TWO FEET NOR LESS THAN 6" ABOVE THE GROUND, POINTING DOWN. (UPC.E08.5) 2. PROVIDE AN APPROVED BACK FLOW PREVENTION DEVICE AT ALL HOSE BIB UPC.E03.5,`i BRACK TT COURT APT UNITS 103 & 104 OWNER KAUTZ ROUTE, LLC C/O TERRA PROPERTY ANALYTICS PO BOX 31097, SEATTLE, WA 98103 (206) 213-0810 SRRICE@RERESOU RCES.COM ARCHITECT SEAN H EGSTAD HAVEN DESIGN WORKSHOP 3410 ALDERGROVE RD. FERNDALE, WA 98246 (360) S27-2840 SEAN@HAVEN-DW.COM 23220 EDMONDS WAY EDMONDS, WA 98026 BUILDER Kim SINGH PCMI, LLC PO BOX 3003S, BELLINGHAM, WA 98228 (360) 303-8572 SINGHASONG2@MSN.COM STRUCTURAL ENGINEER DAMON VAN DEN TOP DVDT ENGINEERING 295 W. KING TUT R D. LYN DEN, WA 98264 (360) 933-134S DVDTPE@COMCAST. NET DRAWING LIST C1 Al A2 A3 S1 S2 S3 S4 COVER SHEET SITE PLAN ELEVATIONS FLOOR PLANS SECTIONS FOUNDATION, FLOOR, AND ROOF FRAMING PLANS DETAILS SHEAR WALL PLAN SHEAR WALL PLAN REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT BLD2023-1363 RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H D E A G W 0 E R K S N Q P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W � 20 Q(y) a° Q} w Lu 0 Uz C)o' � �0 w� Y � UW Q m m CCn W �_ v � rn O O O Cn U U U Z 0� 12� Of 0 W W N W C') a- ztt Cl It W ¢z az ¢z C) w ow ow wg wg wg ?O ?O ?O U Elu 51 U PROJECT 13-024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad FA"P-GAS�E�r-®uT�� tSTATE "Ileg5,3,d ®F W HIINGT®jq APPLICABLE BUILDING CODES: 1. 2eI2 INTE ESIDENTIAL CODE, 2eI2 INTERNATIONAL BUILDING CODE 2. WASHINGTON STATE ENERGY CODES 3. WASHINGTON STATE AMENDMENTS AND ORDINANCES SEISMIC ZONE: DI OCCUPANCY GROUPS: R3 RESIDENTIA CONSTRUCTION: TYPE v-B LEGAL DESCRIPTION: LOT 13, BLOCK I, RIDGE ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 91, RECORDS CF SNOHOM15H COUNTY, WASHINGTON; EXCEPT LHE WEST IN FEET THEREOF; AND EXCEPT TTHAT PORTION, IF ANY, IN STATE HIGHWAY I-W; AND ALSO EXCEPT THAT PORTION DEEDED TO STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 21932e5. SUB..ECT TO EASEMENTS, RESTRICTION AND RESERVATIONS OF RECORD. ENERGY: ANY MODIFICATIONS TO THE PROJECT WILL MEET THE PRESCRIPTIVE REQUIREMENTS OF THE WASHINGTON STATE RESIDENTIAL ENERGY CODE, WITH THE FOLLOWING CONSTRUCTION: (CLIMATE ZONE MARINE 4 WITH HEATING BY ELCTRI 1. _ - - 1 INC. 2. WALL INSULATION = R-21 MIN. 3. PERIMETER INSULATION = -le MIN. 4 ALL GLAZING = U VALUE MIN 0.3e 5. PROVIDE VENTILATION SYSTEM CONNECTING ALL TOILET ROOMS I LAUNDRY ROOM. 6. ANY DESIGN ALTERNATES TO BE SUBMITTED AND REVIEWED FOR CONFORMANCE CODE NOTES 1. MECHANICAL, ELECTRICAL, � SPRINKLER REVISIONS ARE UNDER SEPARATE PERMIT AS REQUIRED. 2. EXTERIOR JOINTS SHALL BE FLASHED, SEALED, CAULKED AND GASKETED OR WEATHERSTRIPPED TO LIMIT AIR INFILTRATION AT THE FOLLOWING LOCATIONS: - WINDOW AND DOOR FRAMES - OPENINGS BETWEEN WALLS AND FOUNDATIONS - BETWEEN WALLS AND ROOFS - PENETRATIONS AT WALL ASSEMBLIES TO BE SEALED f CAULKED WITH APPROVED - MATERIALS. PROVIDE MFGR. SPECS. ALL OTHER OPENINGS TO THE BUILDING ENVELOPE - TO PROVIDE INSPECTOR WITH MANUFACTURERS CUT SHEET DEMONSTRATING CONFORMANCE. 3. INTERIOR FLAME SPREAD REQUIREMENTS: INT. WALL $ CEILING FINISHES%(TABLE 803.(B) CLASS C (FLAME SPREAD 16-2ee) ALL BLDG. INSULATION REQUIRES A FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPMENT RATING OF 45e. (SECTION 120> THE INSULATION IS REQUIRED TO BDE LISTED f LABELED OR EACH BAG MUST CONTAIN CERTIFICATE OF COMPLIANCE FROM MFGR. (NON - FORMALDEHYDE MATERIALS) 4. PROVIDE FIRE BLOCKING FOR ALL CONCEALED FRAMING AND AT THROUGH PENETRATIONS PER IBC 118. 5. ALL GLA I G " OF ANY D E SAFETY G I S. PROVIDE SMOKE DETECTORS IN EACH BEDROOM AND ADJACENT HALLWAY, AND ON EAe DITIONAL STORY OF THE BUILDING; INTERCONNECT EACH ALARM. (R314.3) C 1. PROV V MO EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLING AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CONSTRUCTION AND GENERAL NOTES: 1. ALL CONSTRUCTION TO COMPLY WITH 2O12 INTERNATIONAL BUILDING CODES AND WASHINGTON STATE AMENDMENTS. 2. ALL ELECTRICAL, MECHANICAL, PLUMBING, f SPRINKLER REVISIONS, UNDER SEPARATE PERMIT TO COMPLY WITH ALL APPLICABLE BUILDING CODES. 3. DO NOT SCALE DRAWINGS. CONSULT ARCHITECT AND OWNER FOR ANY DIMENSIONAL CLARIFICATIONS, ERRORS OR CONFLICTS. FLOOR PLANS TAKE PRECEDENCE OVER ELEVATIONS IF CONFLICTING. GENERAL CONTRACTOR MUST VERIFY DIMENSIONS PRIOR TO PROCEEDING. 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION OF WORK BETWEEN SUBCONTRACTOR TRADES. PROVIDING WEATHER -TIGHT SEALS, FLASHING AND CAULKING AT ALL CONNECTIONS AND PENETRATIONS AND ROOF SYSTEMS. REFER TO IBC SECTION 14e5.2 f1503 FOR MINIMUM WEATHER PROTECTION REQUIREMENTS. SEE ENVELOPE ENGINEERING PLANS FOR NOTES AND DETAILS FOR "WEATHER RESISTIVE BARRIER" SYSTEMS AND INSTALL PER MFGR. REQUIREMENTS. 5. THESE DRAWINGS ARE BID -DESIGN DOCUMENTS AND MAY LACK SOME DETAIL AND SPECS. REQ'D. FOR COMPLETE COMPETITIVE BID SELECTION PROCESS. THE OWNER/DEVELOPER AND CONTRACTOR SHALL ASSUME RESPONSIBILITY AND LIABILITY FOR COORDINATION OF BID -DESIGN WORK, INCLUDING BUT NOT LIMITED TO GENERAL CONSTRUCTION, ELECTRICAL, PLUMBING AND HVAC SYSTEMS. THE ARCHITECT IS NOT LIABLE FOR CHANGES/CORRECTIONS MADE BY ON SITE INSPECTION DURING THE COURSE OF CONSTRUCTION OR FOR DETAILS AND SPECIFICATIONS NOT INCLUDED. 6. THE CONTRACTOR SHALL UTILIZE CONSTRUCTION TECHNIQUES AND PRACTICES STANDARD AND ACCEPTABLE TO THE CONSTRUCTION INDUSTRY. THE ARCHITECT DOES NOT ASSUME LIABILITY OR RESPONSIBILITY FOR METHODS OF CONSTRUCTION DETAILS NOT INCLUDED IN THESE CONTRACT DOCUMENTS. 1. THE ARCHITECT HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS WORK, THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ARCHITECT SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR OR SUBCONTRACTOR OR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY BY ANY PERSON. 8. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH AFFECTED WORK. S. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROPER COORDINATON OF THE WORK OF ALL TRADES AND SUPPLIERS, AND TO INSURE THAT ALL OPENINGS FOR CONDUITS AND SLEEVES ARE PROVIDED FOR AND PROPERLY LOCATED, COORDINATE WITH SUBCONTRACTORS f SUPPLIERS. le. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES AND CONNECTIONS INCLUDING SEWER, WATER, GAS AND ELECTRIC SERVICES BEFORE AND DURING HIS WORK. 12. THE ARCHITECT HAS NOT BEEN RETAINED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATING TO THE BUILDINGS CONSTRUCTION, SAFETY, SECURITY OR MEANS AND METHODS. 13. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. MATCH EXISTING ADJACENT WALL AREA WHERE APPLICABLE. 14. SHOP DETAILS SHOULD BE SUBMITTED TO HAVEN FOR REVIEW BEFORE PROCEEDING WITH FABRICATION. 15. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM HAVEN. ROOF DRAIN 4- RIGID OR 6" FLEXIBLE PERFORATED PIPE CRTCH BASIN/ INFILTRATION TRENCH YARD DRAIN PLAN VIEW ROOF OVERFLOW DRAIN A SPLASH BLOCK 4" MOID OR 6" FLEXIBLE PERFORATED PIPE 6 5.0' MIN g•• LEVEL 12" I' RAIN. FINE MESH CREEK VARIES IO• MIN -I CATCR BASIN/ A- WASHED ROCK YARD DRAIN 3/4- - 1 1/2" PROFILE VIEW COMPACT BACKFILL FILTER FABRIC 6 b o• o a 4" RIGID OR 6- FLEXIBLE 24' . S{ TO�a. 4 PERFORATED PIPE 12" a g d WASHED ROCK 6 e y 3/4- 1 1/2" r-- ;14- TYPICAL DOYMSnUT INFILTRATION 5YSIEM Not to Scale WHATCOM COUNTY DEPARTMENT OF PUBLIC WORKS O 6.0' WOOD FENCE EXISTING FENCE (0.11 ' N , 0.3' W OF 6.0' WOOD FENCE @ ADD. PROPERTY CORNER) _ (0.25'S OF CORNER) 76 n-7, a n' x _ x X _ x •-'-'- 61,90' x X - - - - - - 375 y G Y AREA OF SAND FILTER VAULT~ 5411 6,_6„ X 2 _6" EYES 4 375 F 375 4N 10' 0" 10, 0" SIB (FE ON LINE) 38"FIR ETBACK ho 4.5 - - - - , G - 0 W ti < FENCE �''� �° _ I - - I - - - - �{ S OF `�, �� - ^� y NO PARKING- r EL 315.ro�' \ 3� �� �' ' S Os SEE CIVIL FOR SIDEWALK \ LEL: 315.6, \ A �` LOCATION $ SHAPE y EL 315.8 `� Q' FIRE LANE SIGN , 1 �� + si��A` '9,p E X < C , B , R N ER) X 15 4 I EL. s7�.-I' I �V �� I I1 ` • ELECTRICAL • o%� 0 76 �� . '� S�''� 24X24 /TOP=374.04 o C + 4 TRANSFORMER 376 UNIT 108 I I UNIT 109 F� I PATIO • 23224 I 3222ADDRESS �% �'�I 3 BED 1 2 GAR EL 315.9 IZ, ' s I 1 2BED12GAR �S c�r�� 1802.0 SF UNIT 1999.7 SF UNIT 01 X SF 42.SF482.2 S Z ARAGA E \ e�' GTP 1 c4 < FF @ 315.2 II 1h PAINT CU (a 315.1 CD ho E A COLOR SCHEMPB YELLOW RE LAN COLOR SCHEME B �• , DELINI T N, YP. l � `ANG C� � \,X4,_0„ � 37g � � � T`�P H D ATIO, TYP. I ,�,�`' D I VE W+ 5'X8� \ I IX � 2.9% IGN x O B oo �, f ATI 6 3 FIR II o 1=2.2 ^� J �h� 4' SW t�l UNIT EL 3162� \ 24"FIR x f �' UNIT U 'NO PA ING- i ADDRESS: 23222 6' PRIVACY FENCE W/1 3 OF RET. WALL, TYP 2 BED / 2 CAR X '+ P'' ADDRESS: 23224 0 IR LA E SIG- I I 3 BED 1 2 GAR w L.S. t 163-1.5 SF UNIT (FF= 375.50) GAT5s� w w N I &N.2 SF x 30"X11" X PI 1802.0 SF UNIT 1I>6 7 ` �� O (GMN) 452.2 SF I GARAGE r- �0 30 a I i EL311.0 FF @ 3�5.5 CxARAGE �I o �A=3�5 - - \4' WALKWAY LIT FF @ 315.2 1`' ^� _EL: _371_e COLOR SCHEME B Q i� `�' L.S. E 311.0 EL -1. - N I m COLOR SCHEME A P L•3111 28% AI INV (SE)=370.83 INV (NW)=370.22 �C) 0 �o G� E �= "'NO PARKING- CA N I EL 311.1' ^� FIRE LANE" SIGN 3 IR ---3 "FIR I ho �/� N o -'1 4 ' I ► I - - 15'411 --- � . � EL311.1' NEW 6' > WOOD FENCE 150" UNIT 101'0 SIB 2.0% ADDRESS: 23226 3 BED 1 2 CAR 1502.0 SF UNIT ■ 452.2 SF _ X GARAGE FF (a 3.15.5, LINK FENCE �COLOR SCHEME B PROP. LINE) I , � I w I rw 3 .5 o `Btti, . HT 48 �. .7 K Y I ro' PRIVACY FENCE W/I 3' OF T. WALL, TYP UNIT 105 5'X4-_ ADDRESS: 23226 PATIO, YP. 3 BED 1 2 CAR 1502' 0 SF UNIT 2.0% 452.2 SF I �- � GARAGE ■ I FF@315.5" COLOR SCHEME B _ EI - 15' 211 - - cb 00 O j, 10 SETS. I X i��cb ��� O ,A)\ 10, 0„��, 378 �O 6-6 X 2- " - 381 ' 382 WOOD FENCE FOUND 5/8" REBAR WITH CAP STAMPED: "R.M.A. LS4561" (WO.03', SO.2' OF CALC'D POSITION) N SITE PLAN SCALE: I " = 1 0' - 0" PAVED SURFACE 5D' MINIMUM OR TO GARAGE �{ WHICHEVER IS SHORTER k � II I I PAVED GXROUNp 18' MINIMUM I I [DRIVING I I SURFACE 1 GEOTEXTILE BENEATH t QUARRY SPALLS e TO 6" QUARRY SPALLS 25' RADIUS RESIDENTIAL TEMPORARY CONSTRUCTION ENTRANCE PAINT CURB � PARKING- PAVED \?YELLOW FOR FIR "LANE LANE SIGN DRIVEWAY / DELINIATION, TY FL- �P �P Cq lb0 42"FI % PARKING- �' FIR LANE" SIGN -_ - - - - ELF 318.2 "p T M "' OFF PAGE, ELEVATION: 311.54 - O SEE CIVIL FOR MO T IL. O O �J O PROJECT SIGN PER SEPARATE O PERMIT S L=374.69 WALL LIGHT, TYP. TA=375.80 FIR LAN " I - - - I o L.S. -� ;:f-�� hho SEE L5 �� NO PARKING- Q J �' 7 t-PZ%„ N EL 318.2 \ Q O Q Pry �P� EL: 311.6 a 5„ s. tiQ 2.87 II ti X PAI T CURBS o 4 YELLOW FOR FIRE LANE 7" WO D DELINIATION, T2,r�, 1„ 4.5%� . --NO PARKING- o- Fr-1 UNIT 102 UNIT 101 �h. 1 / FIRE LANE" SIGN P' i I UNIT 10� UNIT 103X" ADDRESS: 23230 ADDRESS: 2323 CAR 6' TALL WOOD I I j ADDRESS 23228 ADDRESS GAR 23228 2 BED 1 2 1 BED 11 0 FENCE 1 2 BED / 2 CAR 1515.9 Sr- UNIT 1052.3 SF UNIT \ W/ (2) 4'e III 2 BED / 2 CAR 1516.2 SF UNIT � 401 SF 35ro SF \ X DOORS 1 1152.1 SF UNIT 4" 24' 0" 1 I 418.4 SF 406.7 SF wAY GARAGE , GARAGE , \ 0 1 I GARAGE FF @ 376.0 FF @ 37�0•0 CMU/GONG ° GARAGE \ D. 1`' I 1-I FF @ 375.8 COLOR SCHEME A COLOR SCHEME A RETAINING FF @ 315. S L. 8 34 1 " WALL �Q' ��SI DOLOR SCHEME B COLOR SCHEME B 10 0 EL 318.2 0 % EL- 318.2 - _ -- 6 EL 318.0 0 ^�O �O ��`1h. - 10' OII { 5'X3'-3" �� 0' �^ h 5 X3 -3 ii ��'\ `b O,� 91 1 "�' `�� �/ <// �O i O I II S TIC, TYP. C, , ' PATIO, T�oF�J.��' D,� 10 0 379 4tasI1x1 2' Trash •Iro •� rad' in{ ' x V. n - - - - ' • - - FIR x ---' 19 g.39' - O N 88003'40' E (1.15'N OF -WOOD 5.0' CHAIN LINK FENCE PROP. LINE) FENCE, TYP. (0.4'N OF PROP. LINE) 5. 0' CHAIN LINK FENCE (0.02'N OF PROP. LINE) FIRE HYDRANT NOTE: SEE CIVIL DRAWINGS FOR SIDEWALK ACCESS EASEMENT AND STORMWATER ACCESS EASEMENT. 8" Min Lot"r Permeable Soil Keystone Cap Unit °tl ti ,,Keysto ne Standard - Unit:�x��� ti Unit Drainage Fill : (314" Crushed k : Rock or Stone) , ApprOXiMae ''' a.. 1"-1 1/4" Limits of 1 Excavation _. ......................... - Finished Grade 4" Perforate(l Drainage Tile L- Note: Unreinforced Concrde Wnen site conditions require, wrap drainage Foundation Sail or Crushed Stone 4ile in 3f4°' aggregate and niter fatxcwiBl Leveling Pad drainage composite or aggregate back ftin system, as directed by geo[echnlcal engineer. Typical Reinforced Wall Section Standard Unit - 1" Setback UNIT COUNT PARKING BEDS REQUIRED SPACES 4-3Bed 4@2.0/3BR=8 5 - 2 Bed 5 @ 1.8/2BR = 9 1 - 1 Bed 1 @ 1.5/1 BR - 1.5 23 - Total Beds 1 Total = 18.5 19 Spaces) FIRE LANE NOTES COVERAGE Lot Size - 19956.75 SF Building Area - 7018 SF Lot Coverage - 35.10% Imp. Surface - 66.7% Coverage FAR- 0.98 FLOOR ELEVATIONS UNIT AVG.ORIG. DESIGN FF FINISHED ELEV. GRID. ELEV. GRADE DIFFERENCE 101/102 378.2' 376.0' -2.2' 103/104 378.0' 375.8' -2.2' 105/106 377.6' 375.5' -2. 1' 107/108 376.4' 375.2' -1.2' 109 376.3' 375.1' -1.2' 110 376.6' 375.5' -0.9 -SIGNS SHALL BE A MINIMUM SIZE OF 18 INCHES TALL BY 12 INCHES WIDE -THE BOTTOM OF THE SIGNS SHALL BE MOUNTED 48 TO 60 INCHES ABOVE GRADE -SIGNS SHALL BE TO INDUSTRY STANDARDS (VULCAN Rl-fo-13, RAINBOW el-521, EMED TC I8816, OR EQUIVALENT) -SIGNS SHALL BE RED LETTERING ON A WHITE BACKGROUND -SIGNS SHALL BE SPACED 5e FEET APART OR AS DIRECTED BY THE FIRE MARSHAL 272' BY 14 GA, HIRE OR EQUIVALENT. IF STANDARD STRENGTH FABRIC IS USED. 2 2 x 2 WOOD POST, 1 MAl(IAN]AI STEEL POST, OR EQUIVALENT. NEWLY GRADED OR NO FILL WITHIN 2- DISTURBED SLOPE. 4 FT, OF FENCE. 12- BURY BUTFDN OF FILTER FABRIC MATERIAL BACKFILL TRENCH WITH NATIVE g• SOL OR 3/4•-1.S• WASHED GRAVR. TYPICAL CROSS N s SECTION SILT FENCE FACE OF CURB REMOVE EXISTING RETAINING WALL AS PER CIVIL 45,49' LAND USE INFORMATION BUILDING JURISDICTION: ADDRESS- 23220 EDMONDS WAY PARCEL NUMBER 005553-001-009-02 ZONING: MULTI FAMILY RESIDENTIAL LOT SIZE: 19956.15 SOFT IMPERVIOUS SURFACE PROPOSED 0 ROOF AREA: 1449 SOFT 2) FOOTPRINT: 1196 SOFT 3) GOY. PATIO/DECK 0 SOFT 4) IMP. PATIO/DECK 45 SOFT 5) DRIVEWAY ; 51DEWALKS: ro0(o2 SOFT 6) IMP. SURFACE COVERAGE (2-5). 1241 SOFT i> LOT COVERAGE: ro BUILDINCx SETBACKS FRONT 15'0" RECEIVE REAR - 15"-0"' SIDES - I e'0"Ri Oct 30 2023 D DEVELOPMENT SERVICES DEPARTMENT H D E G IN W 0 E R K S. 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360) 527-2840 WWW.HAVEN-DW.COM @ COPYRIGHT 2014 Z J 0- LU U) md I d d W o � � � O O O U U U U Z � W W N LU t`D Cl) a 0-4t 0-4* O¢ Z Q Z Q Z OW i�W 0W >0 >0 >0 of Of of PROJECT 13-024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean He staid �3"APERSTOTE&CF-F t �"M'Hepl adATE ®IF �fA�l1'DD�IGT®C� 36 YR ARCH. COMP. 2Xro Ca GUTTERS 2X8 W1 1Xro FASCIA HARDI - 1" EXPOSURE 2X8 BELLY BAND W1 SLOPED 2X3 W1 MTL. FLASHING ABV. HARDI BOARD W1 1X3 BATTEN Ca Iro" O.G. EAST ELEVATION SCALE: 1 /411 = I i-OIi HARD[ - SHINGLE WEST ELEVATION SCALE: 1 /4" = 1 '-Ol' • Iw 10 �d • 10 Q film 011i 1 I I I 1 I I� I I i I VG. ORIG. Cli m PROPOSED_ `" GRADE @ 315.8T UNIT 103 NORTH ELEVATION SCALE: 1 /411 = 1 '-0" 12 5 SOUTH ELEVATION SCALE: 1 /4" = I '-Oil UNIT 104 cl) 3: LUU . cfl— J Q. J iA 2 �w UNIT 104 UNIT 103 2X8 BARGE BRD 0_ —w �Q zI� cfj= O —13:—w 0)+- 0, Q - 0 Z �- ZZ J Q� ALL �w �O u RECEIVED ■ E S I G N W v 0 K S. H N 0 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W � 20 aoU) z o �yQ LL � J W U D Z z o �o _j W� m Y � UW Q m m Cnn cUn cUn W �_ v rn Q N Cl) W w w 0 0 0 Z IY Of 0 W W N W M D- D- � 0- It W Q Z Q Z Q Z of 0 W 0 W 0 W W 2i W 2E W ji � 0 �! 0 �! 0 D_U aYU D U PROJECT 13-024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad FAEP-GNSITTE&CF-F t8a "'MoIlegg'3,d ATE OIF W HIINIO7®1I Oct 30 2023 BLD2023-1363 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT i" 2' e" II' e" Z" e„ 1 e` BB MAIN FLOOR PLAN A3 SCALE: 1 14" = 1 '011 BB A3 I , e„ 4, 6„ rp 5' 3 1 /2"' 10' 2 1/2" WALL BELOW We" qt 5" 6 im lil II PLATE P ro"-3" Oo O 0 RAKE WALL i - SLOPE CEILING A PER= Mo �BATH p ---- I, DWG 1/A3 TILE II - 45" WALL W/ III M. BED 'n �^ T K I P3 82 O 120XI 35 `^ I CPT CF ; O I 'I I I > Ct 266s 26 a Q j y IIQ UNIT 103 F m GL 1roR 1I' I/ I I 9 14, 41" 2' 3 1/2" 3' 7 112" 1' 2 1/2" I sD 42, 11 eY HOWE co � O 3�6a m sD ,n ® OPENING --- RCS --- I eY ;n O O 5' UJIC A TIC BATH T/S 52X50 110X50 U m GES 68 TILE N; 4 N BED 2 26 CPT # 7 —J in fX; m 1 e4X9a I SeCFM � +� � CPT 24ro8 Lz�! S cq s� it 2a6s m 2a6s N 110 m co 2868 50roa II k*I 2e6a n-ro DATTICII aDYII�; CCESJ 11e —IIeYUNIT 104 I I W/D � a —50roa CL - yl I 2 ro Cal I m RCS N 71 M. 5ED 5ED #2 CaI I 2�6s DN !ill I 102X1311 100X143 II OPEN CIA CPT m CPT 11 II 5A 80 BELOW II m AA I5 - I �84X6g ct ----1;1 > TILE I III" r A3 SLOPE CEILING AS PER IJ xf N DWG 2/A3 I II I 5' % N 214 J3 - 6'3" PLATE HGT7 A 5' S 1 /2" 4' 3" 5' 0'" 5' 5 1 /2" 9' 2" I 8 3/4 " S' 1 1 /4" 10' 1 /2" 10' 5 112" I " S' 2" 10, 10" PATIO BELOW 40' 1„ PATIO BELOW BB A3 UPPER FLOOR PLAN SCALE: 1 /4" = 1 '011 6) m AA A3 m aD m N 0 CL 0 m 5" e„ BB A3 5" 3 2' 9 112" CL 15, ro" I" 20' 0" 6, 5„ 3, 10„ 2, 0„ a' 0„ CL .5, 0„ 2" 0„ ------- 16010 OHD OVER POUR 2' 1 1 /2" (a DOORS GO SD i ii I eY PI 306a 1 roR HALF LITE I OY POUR y I DOOR ID I I 306a 20 MIN. W I I CLOSER OYERPOUR I I D J J -----------------------sa-DO,OR II II P UNIT 104 I I II I I II I I IIQ SOFFIT --- F 3: o 2 C14R GARAGE 10 m � � I 1119�X19� m u b I I CONC II SLOPE 2" 1 HR. FIRE SEPARATION BETWEEN GARAGES AND LIVING SPACES USING 5/5" TYPE-X S/R FROM FLOOR TO CEILING � FIRE TAPED I I -------------------------- I I II II II II � NOTE: MINIMUM ATTIC ACCESS ROUGH OPENING NOT TO BE LESS THAN 22" X 3e" PER R8e1.1 AND SHOULD BE LOCATED IN A HALLWAY OR READILY ACCESSIBLE AREA. PROVIDE MINIMUM 3e" UNOBSTRUCTED HEADROOM AS MEASURED FROM BOTTOM OF CEILING FRAMING. ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (E.G., ATTICS AND CRAWL SPACES) SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. ACCESS SHALL BE PROVIDED TO ALL EQUIPMENT THAT PREVENTS DAMAGING OR COMPRESSING THE INSULATION. A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL INSULATION IS INSTALLED. � N ' 1u i i I O ' IL---------v' ------------------------------------------------------' 2 CAR GARAGE I SOX200 GONG ---------------------------------------- BM. ABV. 1 HR. FIRE SEPARATION BETWEEN GARAGES AND Q LIVING SPACES USING 5/8" S2 TYPE-X S/R FROM FLOOR TO CEILING � FIRE TAPED WP3820 MTL. BALLARD 4C UNIT 103 20 MIN. W/ 30roa 3068 S P 2868 O EITY ER ca VDoc O 104X45 l ro 110Y 2468 CONIC REC ROOM 84XllaGO RCS— BM. ABv. --------- CPT I I I I I I _ _ _ _ _ _ _ - ro0to10 SLDG DR OYERPOUR I 1 (a DOOR PATIO I rB 80X33 I GONG i S2 TYP --------------- 4' 8 1 /4" 3' 4 1 /2 3, 10" 16" 0 CL 4' ro," 4' 5 3/4" 10, 10" 20' 6" 20' 0" 4e' I" BB GROUND FLOOR PLAN A3 SCALE: 1 14" = 1 '011 iI 30roa - L� OYERPOUR (a DOOR PATIO 80X33 GONG STAIR NOTES 1. STAIR CALCULATIONS ARE BASED ON A '3'-1 1 /8" FIN. FLR. TO FIN. FLR DIMENSION AND 9'-9 1 /8," FIN. FLR. TO FIN. FLR. AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR, AND ADJUSTED ACCORDINGLY. 2. IST- (Iro) RISERS P ro 13/I(o" FROM FINISHED TREAD TO FINISHED TREAD (15 RUNS (a 11" (12" FIN.). 2ND- (1 ro) RISERS (a 1 5/1 ro" FROM FINISHED TREAD TO FINISHED TREAD (14 RUNS 0 11," (12," FIN.). 3. USE (3) 2X12 #2 D.F. FOR STRINGERS 4. FIRE BLOCK CONCEALED STRINGER SPACES ca TOP ; BOTTOM AND BETWEEN WALL STUDS ALONG STAIR RUN. 5. STAIRWAYS SHALL HAVE AT LEAST ONE HANDRAIL. HANDRAILS SHALL BE PLACED NOT LESS THAN 34"OR MORE THAN 35" ABOVE THE NOSING OF STAIR TREADS. AA ro. HANDRAILS MAY PROJECT INTO THE REQ'D WIDTH A DISTANCE OF 3 1 /2" FROM EACH SIDE OF A A3 STAIRWAY. 1. ANY ENCLOSED USABLE SPACE UNDER STAIRWAYS SHALL BE I HR. FIRE RESISTIVE CONSTRUCTION BY MEANS OF 5/8" TYPE-X S.R. WALLS $ CEILING, TAPED AND MUDDED. 8. MAINTAIN A MIN. OF ro'-8" HEADROOM CLEARANCE MEASURED VERTICALLY FROM TREAD NOSING TO NEAREST SOFFIT. 9. R3e3.1 STAIRWAY ILLUMINATION. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS AND SHALL RECIEVE POWER FROM THE PRIMARY BUILDING WIRING . FRAMING NOTE FOR ALL BEAM SIZES * LOCATIONS REFER TO STRUCTURAL FRAMING PLANS f ENGINEERING CALCS. DURING FRAMING CONSTRUCTION. NOTE UNIT 104: WATER HEATING SYSTEM, PER WSEC TABLE 4e6.2, SHALL INCLUDE GAS OR PROPANE WATER HEATER W/ MIN. EF OF e.ro2. OR ELECTRIC WATER HEATER W/ MIN. EF OF e.33. ALL SHOWERHEAD f KITCHEN SINK FAUCETS SHALL BE 1.15 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.eGPM OR LESS. NOTE UNIT 103: WATER HEATING SYSTEM, PER WSEC TABLE 40ro.2, SHALL INCLUDE GAS OR PROPANE WATER HEATER W/ MIN. EF OF 0.52. UNIT 103 SQUARE FOOTAGE: GRND FLOOR 253.3 SF MAIN FLOOR roll.e SF UPPER FLOOR 591.9 SF TOTAL - 151 ro.2 SF GARAGE 4ero.1 SF v m AA A3 UNIT 104 SQUARE FOOTAGE R EIVED GRIND FLOOR 115.ro' S FLOOR 552.5 S t 30 2023 ��MAIN "�"F'+`+�+e'-#L3b& R 454.E SF TY OF EDMONDS TOTAL - 1152.1 S`FV LOPMENT SERVICES GARAGE 418.4 Sr- DEPARTMENT H D E A I G W 0 R K 5 H 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W � 20 Q(y) 0.0 Q� Q J O VI Uc)LL z �o w� Y 0 UW Q m m ccn w w v W Q rn N M o co � rn W w w O O o Z IY IY Of O W W N W m U) D- D- � D- ZM w ¢z az ¢z IY oW oW ow Wg wg Wg IYU alu 0U PROJECT 13-024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad "IER(GNSTTEEME-P t8a "'Mi ,Ilegs,c3ld ATE OIF WHIINIOT®jI SPRAY FOAM INSULATION W/ 1" VENT VENTED BIRD BLOCKING 12 CONT. ALUM. GUTTER 2X(o FASCIA ------ ► VENTED SOFFIT (SEE DETAILS) Z-FLASHING 2X TOP TRIM ABV. WINDOWS AND DOORS TYP. 5/4" TRIM AROUND WINDOWS, DOORS, AND CORNERS, TYP. l/1(o" O.S.B. SHEATHING NAILED PER (o02.3 IRC TYVEK HOUSE WRAP (VAPOR BARRIER) EXTERIOR SIDING VARIES, SEE ELEVATIONS 4" TIGHT LINE DRAIN PIPE FILTER F 1 1/2" WASHED ROCKS W/ 4" PERF. DRAIN PIPE (2) #4 CONT. REBAR Ca . C. W/ H2.5 TIE INSTALLED FOR EACH TRUSS - 1/2" CDX SHEATHING 8D COMMONS (a (o O.G. PLY. PANEL EDGES 8" O.G. ALL INTERMEDIATE FRAMING MEMBERS, I" NAIL /PENETRATION INTO TRUSS MIN. REQUIRED - ICE I WATER SHIELD 30 YR. ARGH. COMP. ROOFING -- R-49 INSUL. 5/8" S/R LID H2.5 TIE TO EVERY OTHER TRUSS RIGID R-10 INSUL. 1X TRIM JJINDOW � TYVEK INSTALLATION ro BE INSTALLED W/ BEST QUALITY (BLUESKIN OR EQUAL) SELF ADHERING, FLEXIBLE FLASHING MEMBRANE PER MANUFACTURES SPECIFICATION 0 El"o r 3/4" UDLX TfG 8D COMMONS 0 (o" O.G. PLY PANEL EDGES, 8" O.G. ALL INTERMEDIATE FRAMING MEMBERS, I" NAIL PENETRATION INTO JOISTS MIN. REQ'D. 1- 3/4" X -1- 1/4"° LVL ,.JOISTS L", S" I HDR. UNLESS SPECIFIED OTHERWISE I-- 3/4" UDLX TfG 8D COMMONS (a6 D 2 O.G. PLY PANEL EDGES, 8" O.G. ALL INTERMEDIATE FRAMING MEMBERS, I" NAIL PENETRATION 'n INTO JOISTS MIN. REQ'D. 6' 1 I- 3/4" X"' LVL JOISTS @ r 16 O.G. W/ R-21 BATT INSUL. OVER GARAGE RIGID R-10 INSUL. OVER GARA OTHEWi5E 1X TRIM J Q W I-- I W H Q CL _1 6- 12 T 13 5- TRUSS SECTION SCALE: 1 14'' = I '-011 OVERFRAMING BEYOND - - -GIRDER TRUSS PERPENDICULA ENG. TRUSS 1 GABLE END TRUSS, SEE DW /A3 - SLOPE CEILING = SLOPE CEILING 2 TRUSS SECTION SCALE: 1 1411 = 1 1-011 NO OPENINGS ALLOWED, TYP. 4' 0" MIN 4' 0" MIN W/ -1/1(o FIRE TREATED PLWD. W/ l/16 FIRE TREATED PLWD. I L ro I LAYER 5/8 TYPE X GWB 1 LAYER 5/8 TYPE X GWB EA. SIDE OF TRUSS NON BEARING GABLE END TRUSS OR CEILING JOIST, PER PLAN FIRE BLOCKING 1X TRIM 2X(o EXT. WALLS W/ _ R-21 INSUL. 1 /2" s/R w R O O F/WA L L (131%) COMMON WALL 2 Q 3 2X(o P.T. MUD SILL (K SCALE: 1/2" = 1'-011 PL. W/ 1/2" X 10" A.B. (a 60" O.G. MAX. - 7" MIN. EMBED. iA HORIZ. #4 REBAR 3" MIN. f 12" MAX. FROM TOP OF GONG. FOUNDATION SCHEDULE A-5' Q E - 24' MIN. F- 3 STORY WALL W/ GARAGE AA SECTION SCALE: 1 /4" = I'-, (BB')SECTII SCALE: 1 /4" = I '-011 BLD2023-1363 .�#'EIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F-1 D E S I G N W 0 R K 5 H 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W � 20 d° o Q } � �Q w U) 0 (f) z U� � J �p Z m woY UW Q m m Cn W �_ v rn Q :!zt N M Lu 0 0 0 Cf) (3 0 0 Z 0� IY Of 2 W W N W M U) D- D- ztt D- It W ¢z az ¢z IY 0W 0W oW Wg Wg Wg >0 >o >o �U EU D_U PROJECT 13-024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad FAEP-GNSITTEE"CF-F t8a "'MoIle�g'3,d ATE OIF W�SHigW70 1I A3 SCALE: N.T.S. TAIR NOTES INSTALL APPD BLKG @ CANT STAIR CALCULATIONS ARE BASED ON A 9"-I 1/8 4. FLR. TO FIN. FLR DIMENSION AND 5"-9 1/8 FIN. R. TO FIN. FLR. AND SHALL BE FIELD VERIFIED BY IE CONTRACTOR, AND ADJUSTED ACCORDINGLY. 1ST- (1(o) RISERS Ca to 13/16" FROM FINISHED TREAD ) FINISHED TREAD (15 RUNS A 11" (12" FIN.). ID- 0&) RISERS (a 1 5/16" FROM FINISHED TREAD FINISHED TREAD (14 RUNS Ca 11 (12" FIN.). USE (3) 2X12 #2 D.F. FOR STRINGERS FIRE BLOCK CONCEALED STRINGER SPACES (a )P � BOTTOM AND BETWEEN WALL STUDS _ONG STAIR RUN. STAIRWAYS SHALL HAVE AT LEAST ONE aNDRAIL. HANDRAILS SHALL BE PLACED NOT LESS IAN 34"OR MORE THAN 38" ABOVE THE NOSING or - 'AIR TREADS. HANDRAILS MAY PROJECT INTO THE REQ"D WIDTH DISTANCE OF 3 1 /2" FROM EACH SIDE OF A 'AIRWAY. ANY ENCLOSED USABLE SPACE UNDER 'AIRWAYS SHALL BE 1 HR. FIRE RESISTIVE INSTRUCTION BY MEANS OF 5/8" TYPE-X S.R. NLLS � CEILING, TAPED AND MUDDED. MAINTAIN A MIN. OF (o'-8" HEADROOM -EARANCE MEASURED VERTICALLY FROM TREAD )SING TO NEAREST SOFFIT. R303.1 STAIRWAY ILLUMINATION. ALL INTERIOR qD EXTERIOR STAIRWAYS SHALL BE PROVIDED tH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING IE LANDINGS AND TREADS AND SHALL RELIEVE EWER FROM THE PRIMARY BUILDING WIRING. ROOF FRAMING NOTES 1" 0" CANTILEVER 1. GENERAL CONTRACTOR TO INSTALL ALL ADDITIONAL LATERAL DIAGONAL BRACING IN ROOF SYSTEM AS SPECIFIED 5Y TRUSS MANUFACTURER 2. STRUCTURAL ENGINEER TO ANALYZE EFFECT OF LATERAL TRUSS BRACING ON ENTIRE STRUCTURE AS BRACING IS SPECIFIED BY TRUSS MANUFACTURER 3. ALL PERIMETER AND BEARING WALL HEADERS TO BE 4X10 #2 D. FIR UNLESS NOTED OTHERWISE 4. TRUSSES TO BE ENG. f CHECKED BY TRUSS MFG. � GENERAL CONTRACTOR BEFORE INSTALLATION 5. PLACING OF GIRDER TRUSSES BY MANUFACTURER Or- USED) 6. ALL OVERHANGS TO BE AS NOTED PER PLANS. 1. 2X6 OVER FRAMING ON TOP OF ENG. TRUSSES. 8. ROOF VENTILATION WITH RIDGE VENT AND VENTED SOFFIT PER 1203.2 I.B.G. 'S. SIMPSON U-BRACKETS USED TO HANG ALL TRUSSES TO GIRDER TRUSSES, BEAMS AND/OR LEDGER BOARDS. le. ROOF PITCHES TO BE AS NOTED ON ELEVATIONS 11. ALL TRUSS BRACING PER WTMA GUIDELINES. 12. IF TRUSS MFG. RECOGNIZES OR IDENTIFIES A PLATE HEIGHT REVISION OR DISCREPANCY ON PLANS, PLEASE NOTIFY FRAMER OR HAVEN DESIGN WORKSHOP WITH CHANGE(S). 7 CC w w m /LS50 EA SIDE BM PER PLAN END OF WALL BELOW WALL BELOW z HGUS5.25/10 w m AA A3 g„ EXTEND BEAM BEYOND END OF WALL BELOW (D_�Sc �Tf I L . 6 GANTILVER MAIN FLOOR FRAMING PLAN SCALE: 1 /4" = I loll BB A3 1-3/4" X 1- 1/4" LVL JOIST Ca 16" O.G. - - -lv ! J- vU X 'xi 'co �0— I= - j� N 1 /8"x15" GL BM - I BEARING FROM ABV ----- -im-------- -------UNIT 104—-- -------- — Ei=— - — - — - — - ------ -- E3—Ht2tt_2---- — I — =I� BEARING F M ABV =iC-��-' GLB—,�, ---- =� � U E3 _ � . X@ I1 X@ -t��L,-=3I=---- ��0 - - — - — �t-7=IC -- ---- _—_ INSTALL APPD BEI G — E= -- - — - — - — - ------ — =I= -------- I ------ SIC--------- A3 UPPER FLOOR FRAMING PLAN 5x1Q #2 DF -1/4' LVL I I I 1-3/4 X@ JOIST I I I I I I m m _ IJ _ IJ _ IJ IJ IJ IJ IJ IJ _ I _ IJ _ IJ _IJ _ IJ _ IJ � -m- -m- m - I _ -...................... -_ -m-_ m - m -m- -m- m - m -m -m- 4 IF 1 / 11x1 1 /21 �Ll u I I 15 1 d8"x1 jU 1 /2�' GL ul Im, HGU�S5.210-- n n n n n n n I1 I In n n 4 FROI ABOVE I I HU](TY�) I jl CD I I UNIT 103 1 I I III y�L I I I I it z ,���,► IL -Li I I I I I I I BPI I I I I m ......................... U iI15 1 �8 x9 I GLBI I I I I� III In, f11 n nf11 f11 . 111 . .n I . � �.4' 1 1 1-3�4 X O.G �„ I„ I I->m 1 8"x9' GL I (2) 11 3/4 x7 11 /4 I00 L LI Ln u u u J� BP $E,4R'Ne — — �• --ROM ABV ^, ��, 0. uI u 1-3/4" X 1- 1/4" LVL 1-3/4" X 1- 1/4" LV L JOIST A 16" O.G. JOIST 0 16 O.G. NOTE: SISTER MULTIPLE 1 3/4%7 1 /4" BEAM W/ (2) 10d (0.128%3") NAILS @ 12" 0 C. BB A3 35" 9"" 15" S 1 1" 10 1/2" Iro 3" RO • . . . ml•.®�� . - - �I WE - 116 AA A3 I I I L 36'x3 A CO NCR TE _P D W/ (3) #4 EA W r r i " 1 �'1 bel- WN WI&Q210p i i � • 1 1 �'1 ,E .. ,A • 11� 1111111111111111111111111111111111111111111111111111111 SB5J8X24 ; ON 14' 5" 1, 3" 3"_ RO - - - � 3 5 " 1 I " /�_""_ _ 6" 3"_ RO \ --- / 12" fo 1 /2" FOUNDATION PLAN SCALE: 1 /4" = 1 1011 ENG. GABLE END TRUSS OVERFRAMING (TYP) AA AA A3 1" 0," A3 BB A3 2X10 A 24" O.G. Ca SLOPED GLG, TYP, HANG FROM G.T. NINON VE • • �p�\�\�D --- n--- MOD8" _—_—_—_—_ _UNIT 104 _— 5:12 5:12 0. Q cA -- ----- �5 5@2� ---- m` 'cfZ � C'�01 O�\F\ O 2" 2 3/4 40" 1" BB A3 2X10 (a 24" O.G. Ca SLOPED GLG, TYP, HANG FROM G.T. ROOF FRAMING PLAN SCALE: 1 /4" = I 1011 12" 2 1/4 1" 0" 11, 9 3/4" MONO TRUSS BLW OF BLW FW/ STRUCTURAL FASCIA a ------ ---- � pG — --- I OL —�-- m � — — — — — — — — — I �til I I O I UNIT 103 MODIFIED GT (a a'- 1 I /8" ' S3 �� ------ ZA OGIL -- — O� (L - — - - 6"3" PLATE HGT m ® 4 RAISED STEM WALL 0 6"-3" PLATE HEIGHT 0 BEARING BEARING FROM ,RFECEIVED 2 cb 3�5RFRAMING CW&2W;,MING U i CITY OF EDMONDS RAKE WALL DEVELOPMENT SERVICES DEPARTMENT a E S IN W v 0 K S. H 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360) 527-2840 WWW.HAVEN-DW.COM @ COPYRIGHT 2014 Z W � �O Q} o 00 � () z O o W � Y c) UW Q m m cUn cUn cUn W Q N o co I rn W w w 0 0 0 z LD W W N W M cl) It >oQ0z zLLJ z wIS ww Lu >o !> Lu ofU OfU of PROJECT 13-024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad �1!'5 FAEP.(02 TE&CF-FuT�c� tSTATE 8P'MoHQgg,3,d ON d OIF �N�U�O� T SCALE: 1 1411 = I 1 ill 5/5" TYPE 'X GWB EA. SIDE, TYP. 2Xro INT. WALLS W/ R-21 INSUL. VERT. #4 REBAR Ca18"O.G. HORIZ. #4 REBAR ca 3" MIN. AND 12" MAX. FROM TOP 4" REINFORCED GONG. SLAB MIL. VISQUEEN, 2" RIGID INSUL. 4" GRAVEL COMP. SOIL 2Xro P.T. MUD SILL PL. W/ 1/2"X10" A.B. P roe" O.G. MAX. I" MIN. EMBED 4" REINFORCED GONG. SLAB 4" GRAVEL COMP. SOIL II�II Ili �IIIII f1l 5' - ro BTM. OF FOOTING MIN. 18" BLW. GRADE (2) #4 CONT. REBAR I NTERIOR FOOTING SCALE: N.T.S. 2Xro EXT. WALLS - VERT. #4 REBAR (a la"O.G. HORIZ. #4 REBAR (a 3" MIN. AND 12" MAX. FROM TOP 4 REINFORCED GONG. SLAB MIL. VISQUEEN, 2" RIGID INSUL. I 4 GRAVEL 91n +gi, -dAt COMP. SOIL �i I BTM. OF FOOTING MIN. IS" BLW. GRADE NPLNTE S ON 2Xro EXT. WALLS - �I VERT. #4 REBAR HORIZ. #4 REBAR Ca 3" MIN. AND 12 MAX. FROM TOP \ 4" REINFORCED ---------------- \ GONG. SLAB SLOPE UP T B 4" GRAVEL-------- ---► COMP. SOIL -----► 8„ Q BTM. OF FOOTING MIN. 18" BLW. GRADE 2XI0 GDR. BELLY BAND W/ -' PAINTED Z-FLASHING ABV. (OPT.) 2Xro P.T. MUD SILL PL. W/ 1 /2"Xl e" A.B. Ca (o0" P�Ox O.N. G�A-1"" MIN. EMBED E -__ ro OR 8 " ST WALL, - - - AS INDICATED ON PLANS 3 - 4 TIGHT LINE - -- _ DRAIN PIPE ------- FILTER FABRIC ---_GRAVEL FILL W/ 4" / -- PERF. DRAIN PIPE / (2) #4 CONT. REBAR SLAB ON GRADE FOOTING G SCALE: N.T.S. I I 2� " „ k k 3, 0„ � k , m m O m ON ►n ,n cq � m 64. A A" B 2640 SH. TEMP. 2640 SH. TEMP. 3036 HV. m 5" 0" nn G D 5050 HV 2040 EH. 2" r" 2" r„ in m m m ,n N N 01 N M N O P ro050 HV. (o040 HV. 2640 FX 2640 GAS DWI N DOW TYPES AND SCHEDULE 2XI0 GDR. BELLY BAND W/ PAINTED Z-FLASHING ABV. (OPT.) 2X(o P.T. MUD SILL PL. 'I---- W/1/2"X10"A.B.(a(oO I O.G. MAX. ; I" MIN. EMBED \. pPROX FIN. GRA I _ ro UK tS 5 I =I -I WALL, ---------- _ _ AS INDICATED ON PLANS I 3 4" TIGHT LINE I _- -- — DRAIN PIPE I�- ---- ----- - - -------FILTER FABRIC - --- GRAVEL FILL W/ 4" l� ))�•------- PERF. DRAIN PIPE _ /'5,e S I ND/ 5„ PLANS ON 1(2) #4 CONT. REBAR GARAGE FOOTING. SCALE: N.T.S. 2Xro P.T. MUD SILL PL. W/ 1/2" X 10" A.B. (a ro0" O.G. MAX., MIN. I" EMBED VERT. #4 REBAR (a 18" O.C. HORIZ. #4 REBAR Ca 3" MIN. AND 12" MAX. FROM TOP �- 4" REINFORCED G S MIL. VISQUEEN,_ 2" RIGID INSUL., 4" GRAVEL ...... ...... ... .... COMP. SOIL BTM. OF FOOTING ------------ -- MIN. ]a" BLW. GRADE INDICATED ON PATIO (2) #4 CONT. REBAR BSCALE: N.T.S. 2XoEXT. WALL W/ R-21 INSUL. 1/2" SIR SIDING VARIES, SEE ELEVS. 2ro GA. GALV. FLASHING EXTEND INTO GONG. #4 REBAR 4" GONG. SLAB / @ 30" O.G. (REINFORCED) 2Xro WALL W/ 2 LAYS TYPE 'X GWB E (U, 4" CONC ® JLI MIL.VISQUEEN, 2"RIGIDINSUL., WHEN UNDER - LIVING SPACE), 4" GRAVEL IIII-IPI+.,,_„ illll ,_., lolly FILTER FABRIC GRAVEL FILL W/ 4 PERF. DRAIN PIPE 4 TIGHTLINE DRAIN PIPE A FILE NO. WP 3820 GENERIC 2 HOUR 55 t0 59 STCExceptions. u IRE SOUND 1. Membrane penetrations of maximum 2-hour fire- GYPSUM WALLBOARD, WOOD STUDS Base layer �/a" type X gypsum wallboard or gypsum veneer base applied at right angles to each side of double row of 2 x 4 wood studs 16" o_c. on separate plates 1" apart with 6d coated nails, 17?$" long, 0.086" sham, rt/a" heads, 24" o_c_ Face lager 51e" type gypsum wallboard or gypsum veneer base applied at right angles to each side with 8d coated mails, Zara" long, 0-100" shank, 1/4" heads, 8" o_c_ — - Joints staggered 16" each layer and side. Sound tested with 31/2" glass fiber insulation sta a one sl o h nails for oriontal hracing required at mid -height- LOAD- Gp 1 ' 1 2.4:..........ELUNG .....................................UNIT RATED PENETRATIONS: THROUGH PENETRATIONS OF FIRE- 4 1 RESISTANCE- RATED WALL OR FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R302.4.1.2, WHERE THE PENETRATING ITEMS ARE STEEL, FEROUS OR COPPER PIPES, TUBES, OR CONDUITS, THE ANNULAR SPACE SHALL BE PROTECTED WITH A MATERIAL TO PREVENT THE PASSAGE OF FLAME AND HOT GASES SUFFICIENT TO IGNITE COTTON WASTE WHERE SUBJECTED TO ASTM E 119 OR UL 263 TIME TEMPERATURE FIRE CONDITIONS UNDER Thi kness, 10314" A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER (3 PA) AT THE ox Weight, 13 psf LOCATION OF THE PENETRATION FOR THE TIME PERIOD EQUIVALENT TO THE FIRE - RESISTANCE RATING OF THE CONSTRUCTION PENETRATED. dire st= fee 1lVP 413 PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP (FM WIP 360, 9-27-74): SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 514 OR UL 1479 WITH A U L R4024, 10-31-68 MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER (3 PA) AND SHALL HAVE A F RATING NOT LESS THAN THE REQUIRED FIRE -RESISTANCE RATING OF THE WALL Sound st- N C 3056, 4-7-70 OR FLOOR/CELING ASSEMBLY PENETRATED. WP 3820 SCALE: N.T.S. 2' (o„ 2" (0 E F G 2650 SH. 2650 FX. 3050 1, r„ 4e 0„ 1' ro" 2" 0 5" 0 m H 1616 FX 2' ro„ m m iA) iA 01 Q) I J 2020 5040 HV. AWN. OBSC. 2020 AWN El K 1640 XOX resistance -rated walls and partitions by steel elec- trical boxes that do not exceed lb square inches (0.0103 m2) in area provided the aggregate area of the openings through the membrane does not exceed 100 square inches (0 0645 m2) in any 100 square feet (9.29 M)2 of wall area. The annular space between the wall membrane and the box shall not exceed '/, inch (3.1 mm). Such boxes on opposite sides of the wall shall be separated by one of the following: L L By a horizontal distance of not less than 24 inches (G 10 nun) where the wall or partition is constructed with individual noncounicating stud cavities; 1.2. By a horizontal distance of not less than the depth of the wall cavity when the wall cavity is filled with cellulose loose -fill, rockwool or slag mineral wool insulation; 1.3. By solid fire blocking in accordance with Section R302.11; 1.4. By protecting both boxes with listed putt" pads; or 1.5, By other listed materials and methods. . Membrane penetrations by listed electrical boxes of any materials provided the boxes have been tested for use in fire -resistance -rated assemblies and are installed in accordance with the instruc- tions included in the listing. The annular space between the wall membrane and the box shall not exceed'/, inch (3.1 ) unless listed otherwise. Such boxes on opposite sides of the wall shall be separated by one of the fallowing: 2.1. By the horizontal distance specified in the listing of the electrical boxes; 2.2. By solid fireblocking in accordance with Section 302.11; 2.3. By protecting both boxes with listed putty pads; or 2.4. By other listed materials and methods. 3. The annular space created by the penetration of a fire sprinkler provided it is covered by a metal escutclaeon elate. 4' 0" 2" 0 m N m m m � L 4026 HV 4' 0„ _ , , Q R S T U V 1640 XOX 4040 HV 2650 SH 1650 XOX 2030 SH 4020 HV NOTE: HEADER HEIGHT VARIES BY FLOOR. VERIFY HEIGHT WITH SCHEDULE BEFORE INSTALLING. AE, OR8TEM WALL, INDICATED ON PLANS JJEEN FRAMING, _ PL. > 60" N. EMBED :. A WALL G.L. (2) HORIZ. #4 REBAR MIN 3" MAX 12" FROM TOP HORIZ. #4 REBAR (2) #4 CONT. REBAR FN D N ./FLOOR (db` PARTY WALL SCALE: N.T.S. FLASHING (1) SDS 1 /4"x6" SIMPSON SCREW EA TRUSS \ FLASHING 12 4 1 2X6 WD FASCIA W/ CONT. ALUM. ' HANGER PER GUTTERS TRUSS MANUF HANGER PER TRUSS / MANUF EYEBROW ROOF SCALE: N.T.S. BLOCKING FLASHING TRUSS, 24.'" O.G., SEE PLAN R-21 INSULATION WHERE APPLICABLE WINDOW SCHEDULE BLDG. 103/104 MARK TYPE LOCATION HEADER HGT. UNIT SIZE OPENER MULL 1 A 103 STAIR I" ABV. LANDING 2640 TEMP. SH 2 A" 104 STAIR ro "-a"" 2640 TEMP. SH 3 1A 104 STAIR I' ABV. LANDING 2640 TEMP. SH 4 A 104 STAIR I' ABV. LANDING 2640 TEMP. SH 5 A 104 STAIR 1' ABV. LANDING 2640 TEMP. SH ro B 103 KITCHEN I'- 9 5/8"" 3036 HV 1 15 103 KITCHEN I'- 9 5/8" 3036 HV 8 M 104 LIVING 1'- 5/8" ro050 HV g NOT USED 10 I" 104 LIVING 1,-9 5/8" 2020 AWN. 11 1 104 POWDER I'- 9 5/8" 2020 AWN. OBS 12 A' 104 STAIR I"- 9 5/8"" 2640 SH 13 A' 104 STAIR 1'- 3 5/8" 2640 TEMP SH 14 E 103 LIVING I'- 9 5/8" 2650 SH 15 F 103 LIVING I"- (3 5/a" 2650 FX 16 E 103 LIVING 1'- 9 5/8" 2650 SH 11 D 103 LIVING I'- 9 5/8" 2040 SH. IS D 103 LIVING 1"- 9 5/8 2040 SH. 19 IM 103 DINING I'- 9 5/5" ro050 HV 20 1 103 M. BATH ro'- 9 5/8" 2020 AWN. OBS 21 J 103 BED 2 ro'- 9 5/8" 5040 EGRESS HV 22 A 103 STAIR I" ABV. LANDING 2640 TEMP. SH 23 J 104 BED 2 ro"- 9 5/8" 5040 EGRESS HV 24 J 104 M. BED ro"- 9 5/8" 5040 EGRESS HV 25 1" 104 M. BED ro"- 9 5/8 2020 AWN. 2ro 1 104 WIG ro'- 9 5/8" 2020 AWN. 21 1A' 104 STAIR ro"- 9 5/8" 2640 SH 28 1K 103 M. BED ro"- 9 5/a 1640 EGRESS IIIXOX BLD2023-1363 1 /2" VENTED SOFFIT 2Xro EXT. WALL, R-21 INSUL. RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT D E S G N W 0 E R K S 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W 11 �O Q� QO } � Q U0 z �o w� Y � UW Q m � I A d m cU) W v � rn Q :!zt N M o co � M W W W O O O z Ir IY Of 0 W W N LLI M in D- o w ¢z az ¢z oW oW oW Wg Wg Wg ?O ?O ?O D U IY U D_ U PROJECT 13-024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad ��FAPCHI!TEC jrEP'F_TD te�fl� �o lleg5KINGladATE OF ZW SCALE: N.T.S. MST FR[ ABOVE (2) MSTC28 HDR TO DBL STUD MST FROM ABOVE (WRAP AROUND HDR) NI, d- y I N �I :��HDUS WI 4x6 #2 DF END CHORDS MST FROM ABOVE (WRAP AROUND RIM) MST FROM ABOVE (WRAP AROUND RIM) If W14x6 #2 DF II END CHORDS S'-1 " W03 (2) MSTC28 .HDR TO 4x6 #2 DF I END CHORD.. A\ << HDUS WI 4x6 #2 DF END CHORDS UNIT 104 2 CAR GARAGE (2) MSTC28 40+ HDUS HDR TO DBL STUD o (EA SIDE OF DOOR) zzzzz - - - - - - - - - - - Swo7 MST FROM MST FROM ABOVE ABOVE (WRAP I AROUND HDR) J Ir l4'-6- 2'-0• IMST FP OM � ABOVE � I rn I j HDU4-J WI DBL STUD OUTLINE OF FLOOR ABOVE '4-HDUlI WI 6x6 #2 DF END CHORDS & 3x6 PT SILL UNIT 103 2 CAR GARAGE 2'-0• HDUll WI --' 6x6 #2 2 END CHORDS & 3x6 PT SILL MST FROM ABOVE LA cv 1 ENTRY I ------------------------------- REC tn ROOM --------------- I ca I MST FROM ABOVE (WRAP HDU5 AROUND HDR) J swot (2) MSTC28 HDR TO DBL STUD (EA SIDE OF DOOR) Ir 4'-9 ° _�— Swo7 MST FROM ABOVE GROUND FLOOR SHEAR WALL PLAN SCALE:1/4'=I`-O' 12-4' MST FROM ABOVE C HOLD DOWN (PER SHEAR WALL SCHEDULE) 7116' OSB (NAILED PER B SHEAR WALL SCHEDULE T ROCK ER AS REQD iORD PER SHEAR WALL SCHEDULE (�) SEE SHEAR WALL SCHEDULE FOR LEGEND 1 DETAIL SCALE: I'=P-0' SHEAR WALL SCHEDULE WALL EDGE HOLD ANCHOR END ABUTTING SILL BASE PL SILL PL DESC. PANELS NAIL DOWNS BOLTS CHORDS PANELS 7 PL 8 CONN. CONN. 10 SWS 7/16" OSB ONE SIDE 8d @ 6" NONE NONE 2x6 2x6 2x6 (3) 16d @ 16" o.c. 112" DIA. @ 60" o.c. SW01 7116" OSB ONE SIDE 8d @ 4" SEE PLAN SEE PLAN DBL 2x6 DF 3x6 2x6 (3) 16d @ 12" o.c. 518" DIA. @ 16" o.c. SW02 7116" OSB ONE SIDE 8d @ 3" SEE PLAN SEE PLAN DBL 2x6 DF 3x6 2x6 (3) 16d @ 8" o.c. 518" DIA. @ 12" o.c. SW03 7116" OSB ONE SIDE 8d @ 2" SEE PLAN SEE PLAN 3x6 3x6 (3)16d @ 6" ox. 518" DIA. @ 16" o.c. x MIM No. 13397 NOTES: 1. ALL EXTERIOR WALLS SHALL HAVE Y2" DIA. ANCHOR BOLTS SPACED AT 6-0". 2. ALL TRUSSES AND RAFTERS SHALL BE INSTALLED WITH SIMPSON H2.5A HURRICANE TIES. 3. ALL INTERMEDIATE FRAMING MEMBERS SHALL RECEIVE 8d NAILS @ 12" o.c. 4. ALL PANEL EDGES SHALL BE BLOCKED. 5. ALL HOLD DOWNS SHALL CONFORM TO SIMPSON STRONG -TIE. 6. ALTERNATE PANEL JOINTS WHEN PANELS ARE APPLIED TO BOTH SIDES OF THE WALL. 7. DBL 2X6 STUDS MAY BE USED IN LIEU OF 3x NOM STUDS FOR ABUTTING PANELS PROVIDING STUDS ARE NAILED WI (2)16d NAILS @ 6" o.c. 8. ALL SILL PLATES SHALL BE INSTALLED USING 3 GA. 3"x3" WASHERS. 9. SHEAR WALL FRAMING SHALL BE CONSTRUCTED USING DF STUDS. 10. MULTIPLE STUD END CHORDS SHALL BE NAILED WI (2) 16d NAILS @ 8" O.C. 11. ALL NAILING TO PRESSURE TREATED LUMBER SHALL BE DONE USING HOT DIP GALVANIZED NAILS. DBL TOP PL A PANEL B EDGE NAILING INTERMEDIATE NAILING (SEE NOTE 3) ik r,.}:•: =::_: _::•:::fir :=•::_::_: �.:•::�,:: ;='::::::: ; . •,:•:::: }-:•: •, •,:-,:-: : '�:,:-:.:'. -.-! -}::'::; ;, -: , I: r.::: - .. - - ..l .. :rrj I.f •.{.I •I K. •. },f i { I.I. END CHORD E ::::::: t ,:.,:.:..=.:::-:.:.:-:..=:i-- ABUTTING l•.-.-:-.- - fir::::' Iir: INSTALL 2x FLAT BLOCKING PANEL F NOTE 7 9=':::: ::::::','.}.:::::::-:•.:,.... ;:-.'::':::':,;. ,:::::': •:• -: I ... _. ;.: • i.i:•:::: •::=•::'::'r'•i' C� ALL PANEL EDGES B EDGE NAILING Alle C HOLD-DOWN .=::=::': '. :': •, : -. y - B EDGE NAILING pff Jv [j P.T. SILL PL PLATE WASHER"4 ;`.Q• (BLOCK OUT CONCRETE a AS REQUIRED FOR 3x6 SILL) ANCHOR BOLT ❑ ANCHOR BOLT ( j SHEAR WALL LEGEND SCALE:NONE BLD2023-1363 RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT a z Q o � U O 0 U a � ❑ o w � 5 �D 00 Q • n M • PO Q A A x b N �1 CO z L- t?A ti 0 1—I Q NIOTFS- 1. SEE DWG S3 FOR SHEAR WALL SCHEDULE. q q sws 3 T 15-7' sw_s_---- 4`-3' — — — — — — — — — — — — — — — ISM 17-7' UPPER FLOOR SHEAR WALL PLAN SCALE:1/4'4'-0' 71-01 sws sws T-11" 0 MAIN FLOOR SHEAR WALL PLAN SCALE: V4'4'-0" BLD2023-1363 RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CIA Tf o Uzw �0 �D w� � � UWey ``) bA