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REVIEWED BLD2023-1370+ORIG Architectural_Plan+10.27.2023_12.19.33_PM+3866184GONSTRUGTION SPECIFIGATIONS NOTES:GENERAL A. SEISMIC DESIGN CATEGORYf C. SNOW LOAD Ca 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 IS MINIMUM REQUIREMENTS. PLACED IN ACCORDANCE W/ FOUNDATION PLAN. C. REINFORCEMENT STEED TO BE AS SPECIFIED THICKNESS GALLED 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 AE15, GRADE 40. D. CONCRETE: SHALL BE OF "IREADY-MIXED CONCRETE" AND SHALL CONFORM TO ASTM C94 (5 SACK OR BETTER) - AFTER CONCRETE HAS BEEN PROPERLY CURED IT SHALL HAVE A COMPRESSIVE STRENGTH OF 2590 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"X(o" DF-L #2 W/ STUDS Ca 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 Ca lE" 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 12 INCHES ABOVE DRAIN AT SHOWERS OR TUB W/ SHOWERS. (R102.4.2) 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 1/2" CDX STANDARD, BUT WILL VARY W/ ROOFING PRODUCT USED. D. CONNECTIONS - ALL CONNECTORS ARE SPECIFIED AS SIMPSON, EQUIVALENT LUMBERLOCK CONNECTORS WILL BE SATISFACTORY - NAILING SCHEDULE TO BE IN ACCORDANCE W/ TABLE I, R692.3 (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 � DOORS TO BE SEALED INTO WALL W/ CAULKING f WEATHERSTRIPPING B. ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED TO UNCONDITIONED WALLS I FOUNDATIONS TO BE CAULKED TO STOP AIR LEAKAGE AND PROVIDE INCREASED EFFICIENCY. C. ALL PENETRATIONS FOR PLUMBING, WIRING, � 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 50NES 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-3a INSULATION FLAT ROOF/CEILING TO HAVE MINIMUM OF R-49 INSULATION ROOF/GEILING W/ ADVANCED FRAMING: TO HAVE MINIMUM OF R-3a 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 I JOINT TAPE -A. TYVEK HOUSE WRAP *PREFERABLE -B. TYPAR HOUSE WRAP 6. FLASHING: A. CONTRACTOR $ 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 - IRG 905.2.a / IRG 905.4.E OTHER FLASHING -IRG 905.2.a.4 FLASHING ; COUNTERFLASHING - IRC 905.3.a WATERPROOFING WEATHER EXPOSED AREAS, I.E. DECKS f BALCONIES - IRC 103.5 MASONRY - R103.1.5 AND WINDOWS - R612.1 AND R103.5 MECHANICAL SPECIFICATIONS 1. THE MAXIMUM LENGTH OF A CLOTHES DRYER DUCT SHALL NOT EXCEED 25 FEET (1E20 MM) FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (1(o2 MM) FOR EACH 45-DEGREE (0.8 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 SITION DUCT. (MI502.4. 2. ELEMENTS OF APPLIANCES WHICH CREATE G OW, SPARK, OR FLAME SHALL BE LOCATED A MINIMUM OF 16" ABOVE THE GARAGE FLOOR (IMG.304.3) 3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMO - STIBLE MATERIALS. APPROVED FLEX CONNECTORS XC DING I LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. (IMG.504.6.3) 4. PROVIDES PROTECTION OF GAS BURNING APPLIANCES PER IRC SEC M1301 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 E" ABOVE THE GROUND, POINTING DOWN. (UPC.(o08.5) 2. PROVIDE BACK FLOW PREVENTION DEVICE AT ALL HOSE BIB (UPC.603.5.1) BRACK TT COURT APT UNITS 109 & 110 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 COVER SHEET C1 SITE PLAN Al ELEVATIONS A2 FLOOR PLANS A3 FLOOR PLANS A4 BUILDING SECTIONS S1 FOUNDATION PLAN & MAIN FLOOR FRAMING S2 UPPER FLOOR FRAMING & ROOF FRAMING PLAN S3 BUILDING DETAILS S4 SHEAR WALL PLANS SS SHEAR WALL PLANS .,.,.,.,.,.,REVIEWED,.,.,.,.,., BY CITY OF EDMONDS BUILDING DEPARTMENT'- BLD2023-1370 D H E A 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 Q0) a0 Q� w Lu D w U 0 0 Z �0 2 wo UW Q m m Cn v � W Q M M N O co I— M O O O C U U U Z Of O W W N W M U) 0_ D- ztt 0- It W ¢z az ¢z C) w ow ow wg wg wg ?O ?O ?O EU 0_U EU PROJECT 13-024 DRAWN BY S. Clayton DATE 6.4.14 SCALE As Noted CHECKED Sean Hegstad Il�FA"P-GCHs TECF-®u�[�� tSTATE "Ileg5,3,d ®F W HIING_r®jq RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES APPLICABLE BUILDING CODES: 1. 2eI2 INTERNATIONAL ESIDENTIAL CODE, 2012 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 9, BLOCK I, RIDGE ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PACE 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. 2193205. 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 ELECTRI 1. _ - - I ING. 2. WALL INSULATION = R-21 MIN. 3. PERIMETER INSULATION = -10 MIN. 4. ALL GLAZING = U VALUE MIN 0.30 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 450. (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 GLAZING WIT IN 18" OF ANY DOOR JAM55 TO BE SAFETY GLAZING MATERIAL 6. PROVIDE SMOKE DETECTORS IN EACH BEDROOM AND ADJACENT HALLWAY, AND ON ADDITIONAL STORY OF THE BUILDING; INTERCONNECT EACH ALARM. (R314.3) 1. PROVIDE APPROVED CARBON MONOXIDE ALARM OUTSIDE OF EACH SEPARATE 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 1405.2 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 VISIT& 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" FLEXIELE 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•• �•y LEVEL 12"FINE NESH �\ AAIN 76'�•° REEK \\l VARIRI ES 1U' MIN CATCH 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�Ry 4 PERFORATED PIPE 12" e S d WASHED ROCK 6 ne y 3/4" - 1 1/2• t-- ;14- TYPICAL DOYMSPOl1T INFILTRATION SYSTEM Not to Scole WHATCOM COUNTY DFPARTi11ENT OF PUBLIC WORKS O 6.0' WOOD FENCE EXISTING FENCE (0.11 ' N , 0.3' W OF 6.0' WOOD FENCE @ ADJ. PROPERTY CORNER) _ (0.25'S OF CORNER) 76 n-7, a n' x X X _ x _ -.-.•- 61,90' X X - - .0 - ' - - - 375 y G - Y AREA OF SAND FILTER VAULT 5411 _ 6,_6„ x 2'_6" EYES 375 l Qs 375 I II li 10 0 - (FE 40N LINE) �� �... 1 „38"FIR X. 11 0 I � G�\� + 4.5 - - - - - 0 W ti < FENCE-�� �° _ I - - I - - - - �{ 'S OF `�, �� - ^� yN0 PARKING- r EL_ 315.(0, \ 3� �� �' S Os SEE CIVIL FOR SIDEWALK \ „ LEL 315.E \ A C` LOCATION $ SHAPE EL 315.8 `� Q' FIRE LANE SIGNS 1 + � S, 9,o E X < C.B. R N ER) x 15 4 I EL s t�.--I' I �s %' I I I� L �` ELECTRICAL o%� I P Ii I , p 4 ��'� S�''� 2ax2a TOP=374.04 o C + 4 TRANSFORMER I 37fi UNIT 1 O8 II UNIT l O9 F� I PATIO •T ADDRESS 23224 o pp II ADDRESS: 23222 Z ■ � EL 315.9 2.0% 3 BED 12 GAR 2 BED 12 GAR - UNIT �1802.0 SFUNIT 1999.7 S24'p" x 482.2 SF 429.9 SF C%ARAC%E GARA �c FF @ 315.2 PAINT CU @ 315.1 CD c4 � < h YELLOW RE LAN DOLOR SDI-iE1"1E B I ho COLOR SCHEME APB V, , DELINI T N, YP. l �S 'I A N G C� {�I " ,X4,_0„ 376 TYP H D ATIC), TYP. I ,,�`' D I VE W A+ Ln S XS W I CTI I" 1=��'� X ^ 2.9% I=ATI IGN O BW=3�4.6 o0 3 �j FI R II �� + 4' SW t�l UNI_ EL 3162� _ 8 I '% ADDRESS: 23222 I 2 4"FIR i 6' PRIVACY FENCE _ UNIT NO PA ING- I W/I 3' OF FRET. WALL, TYP ADDRESS 23224 o IR WLA E SIG 2 BED / 2 GAR I�}x 3 BED 1 2 GAR w 1631.5 SF UNIT (FF= 375.50) GAT5s\ IT J 7 `� N I "' &N.2 SF X_ 30"xll" I x 1802.0 SF UN 1I >6O� (GMN) I I 482.2 SF I � ` I EL: GARAGE o u �II 61ARACzE �I h \ \ ��?'�O �A=3�5.30 - FF @ 3�5.5 \4' WALKWAY 5T FF (a 315 2 1 �, _EL 311.0 COLOR SCHEME B L EL.- 311.0 I c �;' L.S. E 311.0 N m COLOR SCHEME A P L 311t 28% AI INV (SE)=370.83 INV (NW)=370.22 �C) 0 �o G� LU "'NO PARKING- EL� 311.1' ��° 'FIRE LANE" SIGN O� 3 IR �---3 "FIR I ho �/� N o C) 4 - - 151411 NEW 6' > WOOD FENCE 15' 0VI UNIT 1O>'o SIB 2.0% �-, ADDRESS 23226 I 3 BED 1 2 GAR 1502.0 SF UNIT ■ 452.2 SF GARAGE o FF @ 3"15.5" LINK FENCE - �`� COLOR SCHEME B PROP. LINE) I , ' �r -X o I BW; 3 •5 0 ■ HT 48 �. .7 6' PRIVACY FENCE' W/1 3' OF T. WALL, TYPUNIT 1 O5 ADDRESS: 23226 PATIO, YP. I ' x4 3 BED 12 CAR 1502.0 SF UNIT ■ 2.0% 452.2 SF GARAGE ■ I FF@315.5' COLOR SCHEME B _ EI - OC 00 &ETB. Ix �A,o 0 �10' 0",huh L--- , 1�0 4' WALL 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 II = 1 OI - 0" PAVED SURFACE 5D' MINIMUM OR TO GARAGE �{ WHICHEVER IS SHORTER k � � I I PAVED GROUND EXISTING18' MINIMUM DRIVING ROUl1ND SURFACE 1 GEOTEXTILE BENEATH t QUARRY SPALLS e TO 6" QUARRY SPALLS 25' RADIUS RESIDENTIAL TEMPORARY CONSTRUCTION ENTRANCE PAINT CURB PARKING- PAVED YELLOW FOR FOR FIR LANE LANE" SIGN DRIVEWAY / DELINIATION, TY FL- �P �P 00 �0 42"FI � 1 PARKING- �' FIR LANE" SIGN EL 318.2 "p T M "' OFF PAGE, ELEVATION: 311.50. O E CIVIL FOR MO TAIL. O O �J O PROJECT SIGN PER SEPARATE O� PERMIT �s 0 S L=374.69 WALL LIGHT, TYP. FIR LAN L5 O PARKING- A TA=375.80 o L.S. -� hh SEE h� J �' 70 O � '\ 0„ � � � EL318.2 \ Q � Q 011 P1 �P� �' EL: 311.E a 5" S. tiQ 2.8% it / `tiI x s, s PAI 7 CUREeS Q/ I o YELLOW FOR FIRE LANE P L.S. 1 7" WO D w DELINIATION, T2,r�, .1„ 4.5%� _ _ ` O1 s� o- m UNIT 102 UNIT 101 c, 4% NO PARKING- UNIT 1O3 o ADDRE 30 ADDRESS 23230 FIRE LANE SIG NP� i j UNIT lO�ADDRESS: 23228 µ ° m 2 BED 12 GAR 1 BED I 1 CAR sso 6 TALL E o> I IICE I ADDRESS 23228 2 BED / 2 GAR 1515.9 SF UNIT 1052.3 SF UNIT W/ (2) 4'0 III 2 BED / 2 GAR 151 &.2 SF UNIT 401 SF 35r0 SF \ X DOORS III 1152.7 SF UNIT 4" 24' 0" I I 418.4 SF 406.7 SF WAY GARAGE GARAGE , 0 1 CxARAGE FF @ RETAINING FF @ 375.8 3"16.0, FF (a 37�0•0 CMU/GONG ° GARAGE h �h. I I.I FF (a 315.8 COLOR SCHEME A COLOR SCHEME A h 34 1" EL. WALL �P' ���sl .i COLOR SCHEME B COLOR SCHEME B 10 0 EL 318.2 - - O - 10' pll { h 5'X3'-3" �h 0' 0^ .I 0'x1 2' Trash��, I n> �Oh�/ �h0 I II OQTIO, TYP.379 `` h• � o SIB PATIO, TYF�J. '� 10 0 -VO ��100 II o •� r e t irinArea A II v. ri - - - - ' ■ - - 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. s3^ Min Low Permeable Soil Keystone Cap Unit --Keystone standard Unit +" ' Unit Dial nage FIII (314" Crushed Rock or Slone) == s Approximate. .......... 1"- 1 114" o Limits of T Excavation Retained" .. �- _. - .-.._._.._.._.._-_.._-_.._-.._ -Finistled Grado 4" Perforated PVC Drainage Tile - ik;. Note. L- Unreinbm9d CorKMo When site conditions require. wrap ctainage or Crushed Stone the in 314" aggregate and filter fabric with Foundation Soil Leveling Pad drainage composite or aggregate backdrain system, as directed by geatechmcaI engineer. Typical Reinforced Wall Section Standard knit - 'I" 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 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 INGHES 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 R3-fo-9, RAINBOW el-521, EMED TC I8816, OR EQUIVALENT) -SIGNS SHALL BE RED LETTERING ON A WHITE BACKGROUND -SIGNS SHALL BE SPACED 50 FEET APART OR AS DIRECTED BY THE FIRE MARSHAL 272' BY 14 GA, HIRE OR EOUIVALENT. IF STANDARD STRENGTH FABRIC IS USED. 2 2 X 2 WOOD POST, 1 NAItIMUN STEEL POST, OR EQUIVALENT. NEWLY GRAI]£D OR NO FILL WITHIN 2- DISTURBED SLOPE. 4 FT, OF FENCE. 12' I 24• BURY BUTTON OF FILTER FABRIC MATERIAL BACKFILL TRENCH WITH NATIVE a• SOIL OR 374'-1.5' WASHED GRAVEL. TYPICAL CROSS N s SECTION SILT FENCE FACE OF CURB REMOVE EXISTING RETAINING WALL AS PER CIVIL 45, 49' LAND USE INFORMATION BUILDING JURISDICTION ITV F ONDS 23 WAY ADDRESS: 005553-001-005-02 PARCEL NUMBER MULTI FAMILY RESIDENTIAL ZONING LOT SIZE: 19956.15 SOFT IMPERVIOUS SURFACE: PROPOSED 1) ROOF AREA: 190g SQFT 2) FOOTPRINT: 1513 SQFT 3) COY. PATIO/DECK 0 SQFT 4) IMP. PATIO/DECK 80 SQFT 5) DRIVEWAY f 51DEWALKS: foe&2 SQFT ro) IMP. SURFACE COVERAGE (2-5). 1653 SQFT -1) LOT COVERAGE: 66.1% BUILDING SETBACKS FRONT 15'0" REAR - 15'-e" SIDES - 10'0" BLD2023-1370 H D E G N W C 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) m (n co 00 w O O O U U U U Z LD W W N LLl t`D Cl) a 0- 41: 0- l* Of QZ QZ QZ O W 0 W 0 W >0 >0 >0 of Of ofU PROJECT 13-024 DRAWN BY S. Clayton DATE 6.4.14 SCALE As Noted CHECKED Sean Hegstad r 8" 5 3"APERSTOTE&CF-F M' G�eplad t®IF WAsHIINIG=r0N R4CD 0 CITY OF EDMONDS DEVELOPMENT SERVICES ■ WEST ELEVATION SCALE: I /4" = I I-OII 41 EAST ELEVATION SCALE: I /4" = I '-011 30 YR ARCH. COMP. 2X(o Ca GUTTERS 2X8 W/ I Xro FASCIA HARDI - l" LAP SIDINCs HARDI - SHINGLE 2X8 BELLY BAND W/ SLOPED 2X3 W/ MTL. FLASHINCs ABV. HARDI BOARD W/ 1X3 BATTEN @ 1 ro" O.G. NORTH ELEVATION SCALE: I /4" = I I-Oli MAX. ALLOW HCsT. W/ 4:12 12 sue— u , <, MAX.ALLOWED 03 N 011 �8= UNIT 109 SOUTH ELEVATION SCALE: I /4" = I '-Oil U Lou N LU O Q in Ln as N N Q) O I I I NIMM�F -- ,Inu�u�u�u�u�u�u�u�u�u�u�u�u�E- - • - • - , s I�II�II�II�II�II�II�II�II�II�II�LI�II�I — BLD2023-1370 D E S I A G W 0 R K S. H 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W �O r. ao z Q} o �Q Q LU D � w 0 0 Uz z o �O J W� m Y � UW Q m mcn w cn w N O 0 O O cf U U U Z 121� Of O Lu LU N W cc'M U) 0_ D- ztt 0- It W¢ Z a Z ¢ Z 12� 0 W 0 W 0 W W 2i W 2E LU 0 �!0 �!0 �U 0_U EU PROJECT 13-024 DRAWN BY S. Clayton DATE 6.4.14 SCALE As Noted CHECKED Sean Hegstad FAERGNSITTE&CF-F t8a "'MoIlegg'3,d ATE OIF W HIINIO7®1I RE I ED 3 CITY OF EDMONDS DEVELOPMENT SERVICES D E A S i G w 0 R K 5 N H Q P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW.HAVEN—DW.COM © COPYRIGHT 2014 Z W �O r. Q0) a0 Q� z Op J Uz " �0 wo UW Q m mcn d cn _W '�T �� O5 M Q :!zt N O 1— 0) 0 O O cf) U U U Z 0� 12� Of O LLI LLI N IIIcc'M a- D— ztt 0— It w Q Z Q Z Q Z �W 0W 0Lu LLI2i LLI2E LLI 0 �:0 �!0 U E U E U PROJECT 13-024 DRAWN BY S. Clayton DATE 6.4.14 SCALE As Noted CHECKED Sean Hegstad FZRGAS ITEEP-CF-F tSTATE "Ileg5,3,d ®F W HIINc_r®jq RE I CITY OF EDMONDS DEVELOPMENT SERVICES lJ rrtK LV V K I""'LHINJ -----SCALE: 1 /4" = NOTE: MINIMUM ATTIC ACCE55 ROUGH OPENING NOT TO BE LE55 THAN 22" X 30" PER R801.1 AND SHOULD BE LOCATED IN A HALLWAY OR READILY ACCESSIBLE AREA. PROVIDE MINIMUM 30" 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 15 INSTALLED. NOTES . - CALCULATIONS ARE i ON t - - TO FIN, FLR DIMEN51ON • r TO FIN. FLR. AND SHALL 5E FIELD VERIFIED 5Y THE CONTRACTOR, r ADJUSTED i(UNIT lie) STAIR CALCULATIONS ARE 5A5ED ON A (cj'-1 1/5") FINFLRTo FIN. FLR DIMEN51ON AND - R R TO FIN. FLRAND SHALL 5E FIELD VERIFIED ar • r ADJUSTED ACCORDINGLY. (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 38" ABOVE THE NOSING OF STAIR TREADS. 6. HANDRAILS MAY PROJECT INTO THE REQ"D WIDTH A DISTANCE OF 3 1 /2" FROM EACH SIDE OF A STAIRWAY. 1. ANY ENCLOSED USABLE SPACE UNDER STAIRWAYS SHALL BE 1 HR. FIRE RESISTIVE CONSTRUCTION BY MEANS OF 5/5" TYPE-X S.R. WALLS � CEILING, TAPED AND MUDDED. 8. MAINTAIN A MIN. OF 6"-8" HEADROOM CLEARANCE MEASURED VERTICALLY FROM TREAD NOSING TO NEAREST SOFFIT. (b. R303.1 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 f LOCATIONS REFER TO STRUCTURAL FRAMING PLANS f ENGINEERING CALCS. DURING FRAMING CONSTRUCTION. NOTE- WATER HEATING SYSTEM, PER W5EC TABLE 406.2, SHALL INCLUDE GAS OR PROPANE WATER HEATER W/ MIN. EF OF 0.82. UNIT 109 SQUARE FOOTAGE: GRND FLOOR 352.0 5F MAIN FLOOR 843.0 5F UPPER FLOOR 114.1 SF TOTAL - 1999.1 SF GARAGE 429.9 5F UNIT 110 SQUARE FOOTAGE: GRND FLOOR 121.3 5F MAIN FLOOR 182.1 SF UPPER FLOOR 121.5 5F TOTAL - 1631.5 GARAGE 631.2 91 2023-1370 D E A S I G w 0 R K S. H 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W �O r. Q0) a0 Q� z Op J Uz " �0 wo UW Q m mcn d cn _�� w � O5 M Q :!zt N O 1— 0) 0 0 0 cf) U U U Z Of O w w N IIIcc'M D— D— ztt 0— It w Qz Qz Qz ow ow ow wg wg wg >_ 0 >_ o >_ o �U 0_U EU PROJECT 13-024 DRAWN BY S. Clayton DATE 6.4.14 SCALE As Noted CHECKED Sean Hegstad FAEP-GNSITTE&CF-F t8La"'�M'Ile�g'3,d ATE OF W HigNG7014 RE I 3 CITY OF EDMONDS DEVELOPMENT SERVICES 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. Ca . C. W/ H2.5 TIE INSTALLED FOR EACH TRUSS - 1/2" CDX SHEATHING 8D COMMONS A 6" 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 To BE INSTALLED W/ BEST QUALITY (BLUESKIN OR EQUAL) SELF ADHERING, FLEXIBLE FLASHING MEMBRANE PER MANUFACTURES SPECIFICATION 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 Ca 16" O.C. L", 4" X I D" I-1DR. UNLESS SPECIFIED OTHERWISE 3/4" UDLX TfG 8D COMMONS (a (o" D 2 O.G. PLY PANEL EDGES, 8 O.G. ALL INTERMEDIATE FRAMING MEMBERS, I" NAIL PENETRATION 'n INTO JOISTS MIN. REQ'D. 6' I 1- 3/4"" X l- 1/4"" LVL JOISTS A r 16" O.G. W/ R-21 BATT INSUL. OVER GARAGE RIGID R-10 INSUL. OVER GARA OTHERWISE 1X TRIM J w w W H Q 5/4" TRIM AROUND / WINDOWS, DOORS, :! AND CORNERS, TYP. 1X TRIM 2X(o EXT. WALLS W/ _ l/1(o"" O.S.B. SHEATHING R-21 INSUL. 1/2"" S/R = Q NAILED PER J (o02.3 IRC 2X(o P.T. MUD SILL pL PL. W/ 1/2" X 10" A.B. TYVEK HOUSE WRAP (a 60" O.G. MAX. - (VAPOR BARRIER) 7" MIN. EMBED. iA EXTERIOR SIDING ____ HORIZ. #4 REBAR VARIES, 3"" MIN. f 12"" MAX. SEE ELEVATIONS FROM TOP OF GONG. 4"" TIGHT LINE DRAIN PIPE FILTER F 1 1 /2" WASHED ROCKS W/ 4 PERF. DRAIN PIPE (2) #4 CONT. REBAR El"-R FOUNDATION SCHEDULE A —5" 6-6" E — 24' MIN. F— GIRDER TRUSS PERPENDICULAR TO VIEW - GIRDER TRUSS SECTION SCALE: 1 /4" = I '-011 NO OPENINGS ALLOWED, TYP. 4" 0" MIN 4' 0" MIN W/ I/I6 FIRE TREATED PLWD. W/ l/16 FIRE TREATED PLW 1 LAYER 5/5 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 ROOF/WALL COMMON WALL SCALE: 1 /2" = I 011 3 STORY WALL W/ GARAGE SCALE: N.T.S. SECTION SCALE: 1 /4'' = I '-011 12 �4 BED #2 wIG M. BED �w �Q J {--. � w 7�� FAMILYNEDIA f-- KITCHEN 111 DINING EEI El= 2 � REC/OFFICE �j J z LL s R-21 BATT INSUL. W/ 2" RIGID OVER GARAGE, TYP. 2 CAR GARAGE I I I I UNIT 10i p A �qSECTION S3 (AA4 S3 SCALE: 1 /4'' = I '-011 BLD2023-1370 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 d0 o Q} � w D (A z U0 z � � Q2 � m W Q UW Q m m ccd Jn w :2� Q OM N O 0 0 0 U U U U Z 0� 121� Of 0 w W N W cc'M � D- D- � D- It w ¢z az ¢z 0W ow ow wg wg wg ?O ?O ?O 0�U 0_U 0�U PROJECT 13-024 DRAWN BY S. Clayton DATE 6.4.14 SCALE As Noted CHECKED Sean Hegstad FAEP-GNSITTEE"CF-F t8La"'�M'Ile�g'3,d ATE OF W HigNIOT®1I RE Al CITY OF EDMONDS DEVELOPMENT SERVICES ZIF ■ BB A4 ----------= IIC---- I I — — — — — — — — — = C --- — — — — — — — — — =!C— — — — — — — — �� j MSTG28 I —————=!C-- — — — — --- I I H U 7 (TYP ; o L2)LS50 i N _ ou DBL JOIST O 0 IV <L -------=jC< - — - — - — - — - — - — i -- _!=— - — - — - — - — - -- 5�-�-� ---- cn MSTG28 INSTALL APPD- — - — =i=— - — - — - — - - --- so `� -- BLKG @ CANT— •�--------- 2LS50 — — —J.C-- — — — — — — 1 0 I 6x1 #2 DF I ic--------- I� 1-34 X1-1/4 LVL ;- ---------- - - - — - — - — I"6 JOIST (aI&"O.C. --------- -= - — - — - — _ HU_7 (TYP) I _ INSTALL APPD BLKG @ CANT C � J cv Q x C.0 1-3/4 " X 1- 1/4" LV (2)LS50 s; ; JOIST (a fro O.G. ----- =1� ----- 0 ----- ,<� -- SIC----- �< ! - - - — - — - -I ---- �;� — --- — - — - — - -- =1 O-v VE0 AA J-------- j >c"j - - -- A4 - --- m ABOVE (4)2B—x 10 G L B �-_HGUS5.Z.5/jg-_ -.r._._.r._._._.----•---- �I I I Jn n n n n6M A-BI IINSTALL APPD _-—v __ 1— I MBV BLKG @ CANT - I I I III HHGU11.00-SDS I I I I ICI Ix I I I I JIII I I I III I ! !c (2)LS50 1'0 ---- =1� ---�-� - —_ ---_ ---- � I I I (2)13 %71/4L LIIII r/" �7I fjr MSTC2 jIII III (2) S50 I I I I I BB I I I LI �Y/ LI I �II I I I IIII �i� I I I ! A4 -- --1/8'x16 1/2- G��I-+-- •- --- -� _ I �� ------ I IJ I IJ IJ I 1-3/4" X -1- 1/4" LVL �J�+6 BP FROM JOIST Ca I ro" O.C. ABOVE UNIT 109 UNIT 110 MAIN FLOOR FRAMING PLAN SCALE: 1 /4" = I'd' NOTE: SISTER MULTIPLE 1 3/4"x7 1 /4" BEAM W/ (2) 1Od (0.128"x3") NAILS @ 12" 0 C. =BEARING F_' __;BEARING FROM ABV ROOF FRAMING NOTES C4 tV F_ — � II I I I I I I I I I I I I I I I _ 1 I I I I I I I I I I I I_ I I I I BB III w A4 N� 22 0 1 " 9' 11 1 /2" 10' 0" RAISED STEM WALL 2 --------------------- ------- -- - - -- - - - - - - B I S3 SSTB20 S3 2} SSTB28 W i .T________ \TYP I I END CHORD I I I I 36"x36"x8" & 3x6 PT S ILL I I I CONCRETE PAD I I I W/ (3) #4 EA WAY I SLOPE 2 I I I I I I I I �- I I CL UNIT 109 V0 SST620 W/ r1515 ,LU p (2)2x6 #2 DF r 8," STEM 10 END CHORDS _ I ------------ STEM 3 4" GONG. REINF. SLAB 36"x36"x8 CONCRETE CONCRETE F2I � SB1X30 w/ C I SB1X30 w/ W/ (3) #4 EA WAY, 6x6 DF S3 1 1 6x6 #2 DF I 36' x36 x8' END CHORDS I END CHORDS CONCRETE PAD"' RAISED STEM WALL I I & 3x6 PT SILL , I & 3x6 PT SILL L W/ (3) #4 EA WAY I I I ro'" 5 EM (a DOOR, T P 8 S EM 2 4 CONIC. REINF. S ABI1 I � i I AA AA 1 A4 A4 I I m I I I I I I I I I I I I 3' 4 1 /2"" 3' 3" 1" 4 1 +UR;_.M.. (a DOOR� -T 4" RAISED STEM WALL B28 SSTB28 SB5/8X24 SB5/8X24 INN 4 S3 ------------ -Typ I I � It I It 4" CONC. REINF. SLAB I I I I, I I I I Im I I C I. I I A4 SSTB28 UNIT G rr � ® 1 (STE- - - DIFF. FOR EA. UNIT Lu �J F3 I Lu 4" GONG. REINF. SLAB (L ro" ST M 8" STEM 2 SSTB28 - _I I D S3 YP SB5/8X24 2) SSTB28 W/ x6 #2 DF I E HORDS 3x6 PT SILL 2 ZME I u"" STEM -------------- - - - - -- CCRETE ----- 1 4" RAISED STEM WALL ONT6 STEM I CONRE PAD W/ (3) #4 EA WAY 6" STEM I - -- SB5/8X24 �� -SS- G VERPOUR _ 8 STEM 2 L - -- (a DOOR TYP-------- J I--- I I I 1 I- - - - --- L -- --I F4 - ---I 8, 0," 14' 0" 1 10 36"06%8" 16" 3" 11" 10 1/2" CONCRETE PAD W/ (3) #4 EA WAY 22' 0" 1 lv" 2S' 11 1 /2" B52' 1 /2" A4 FOUNDATION PLAN SCALE: 1 /4" = 1 'O" I. GENERAL CONTRACTOR TO INSTALL ALL ADDITIONAL LATERAL DIAGONAL BRACING IN ROOF SYSTEM AS SPECIFIED BY TRUSS MANUFACTURER 2. STRUCTURAL ENGINEER TO ANALYZE EFFECT OF LATERAL TRUSS 51RAGING ON ENTIRE STRUCTURE AS 51RAGING 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. I CHECKED BY TRUSS MFG. f GENERAL CONTRACTOR BEFORE INSTALLATION 5. PLACING OF GIRDER TRUSSES BY MANUFACTURER (IF USED) 6. ALL OVERHANGS TO BE AS NOTED PER PLANS. 1. 2Xro OVER FRAMING ON TOP OF ENG. TRUSSES. 8. ROOF VENTILATION WITH RIDGE VENT AND VENTED SOFFIT PER 1203.2 I.B.G. 9. 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). NOTES 1. (UNIT 101B) STAIR CALCULATIONS ARE 5AEED ON A (13'-3 1/8") FIN, FLR, TO FIN. FOR DIMENSION AND i.. FIN. FLR. TO FINFLR. AND 5HALL 5E FIELD VERIFIED .. THE CONTRACTOR, AND ADJUSTED ACCORDINGLY. 41UNIT I 10) STAIR CALCULATIONS ARE E3AEED ON A (cj'-1 1 /5") FIN. FLR. TO FIN. r-LR DIMENSION AND 5'-9 1/8" FIN. FLR. TO RN. FOR. AND 5HALL 5E FIELD VERIFIED 5Y THE CONTRACTOR, AND ADJUSTED ACCORDINGLY. R15ER5 (a 1 1/1&" FROMr TREAD TO FINISHED TREAD - r f TREAD TO FINISHED TREAD (UNIT Ile) IST- 05) RISERS (P 1 1/4" FROM F-IN15HED TREAD TO FINISHED TREAD (14 RUNS (a 11" (12" FINA 2ND- (I E0 RISERS (a I" FROM FINISHED TREAD TO FINISHED TREAD (14 RUNS (a I I " (12" r-INA (3) 2X12 #2 D.F. FOR STRINGERS �L 4. FIRE BLOCK CONCEALED STRINGER SPACES (a 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 38" ABOVE THE NOSING OF STAIR TREADS. ro. HANDRAILS MAY PROJECT INTO THE REQ'D WIDTH A DISTANCE OF 3 1 /2" FROM EACH SIDE OF A STAIRWAY. 1. ANY ENCLOSED USABLE SPACE UNDER STAIRWAYS SHALL BE 1 HR. FIRE RESISTIVE CONSTRUCTION BY MEANS OF 5/5" TYPE-X S.R. WALLS � CEILING, TAPED AND MUDDED. 8. MAINTAIN A MIN. OF ro'-5" HEADROOM CLEARANCE MEASURED VERTICALLY FROM TREAD NOSING TO NEAREST SOFFIT. 9. R303.7 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. 8" STEM WALL ®4" RAISED STEM WALL Oro'-3" PLATE HEIGHT ;BEARING FROM ABV. FRAMING NOTE FOR ALL BEAM SIZES * LOCATIONS REFER TO STRUCTURAL FRAMING PLANS � ENGINEERING CALCS. DURING FRAMING CONSTRUCTION. mm m BLD2023-1370 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW.HAVEN-DW.COM @ COPYRIGHT 2014 Z W 20 40 Q Q� o D� Q U0 z Z o �0 LL wo UW Q ff ID m ccn d ccn I u :12� w � Q O5 M N O o (0 1­ 0) 0 0 0 cf) U U U Z 0� a� Of O W W N w M D- D- � 0- It w ¢z az ¢z ow ow ow wg wg wg >_ o >- o >- o �U EU D_U PROJECT 13-024 DRAWN BY S. Clayton DATE 6.4.14 SCALE As Noted CHECKED Sean Hegstad FAEP-GNSITTE&CF-F t a"'M'Ile 5'3,d ATE OIF W HIINIOT®1I RRIJED 3 CITY OF EDMONDS DEVELOPMENT SERVICES ENGINEERED MONO TRUSS Ca 24" O.G. BLW. AA BLW. s 6" Q I U ------5.12-- m c� --5-12 � Lu-I� — - — - — - — - CG -- --- I BP I I _ 00 ---- -- ---- -- Q _ _ — — — W � I ———— �— 6' 00 'cA - (o'3" PLATE 2XI9 @ 24" O.G. (a SLOPED GLG, TYP, HANG FROM G.T. E S3 ENGINEERED MONO TRUSS @ 24" O.G. BLW. RAKE WALL .1 ro ENGINEER 24" O.G. W/ 8" HEEL 1'- 10 I /8" PLATE HGT j . 2 -------------- 512 512 ; i I I i MODIFIED GT Ca 8'- 1 1 /8' j I = _ _ _ _�_ — - — - - — - — I MODIFIED GT i - 10 I /8 ° III l ATT1 IIII GG G ENG. TRUSS PLATE HGT. GGG 6 TRUSS Ca 24" O.G. ENGINEERED TRUSS (a 24" O.G. W/ 8" HEEL (a 8'- 1 1 /8" PLATE HGT NONE RIO . I - � SEE DWG I /A4 UNIT 109 ROOF FRAMING PLAN SCALE: 11411 = I'd' 5.12 I I I I MODIFIED TRUSS Ca 24 " O.G. BB � � W/ 5 " HEEL i'- 10 1 /8 ` LATE HGt A4 2XI0 OVER FRAMING 2 PLATE UNIT 110 TRUSS Ca 24" O.G. BLW. 'A I I I I yG� I I I I I I I I I I I s I , ro" =2X10 OVER FRAMING OR ALT FRAMING =ro'-3" PLATE HEIGHT OBEARING [____;BEARING FROM ABV. RAKE WALL ROOF FRAMING NOTES BB A4 IIIIIIIIIIIIII i ✓os rk 7_ � m i l I I I I I -4 -IIIIIIIIIIII II I HUI (T11) I I I I BP IFROM I I CANT �P I I I 1 8 /4' 15 �Lo I I AB�VE I / LJ LJ LJ w w LJ LJ LJ LJ LJ LJ LJ LJ li-' n'-'n - ri '-li-' ri -' n'-'u '-n n I I • I I HGUS5.50r'12I I I I I I I I I I I , 3 ��S pC VC I I I I I I I I I I I I I I (IIIIIII III II U64 I��uPLB - m - =j (2)1 50 �3ti m o X — - - > I -----� O cVC �JCN �I Ip � - �I — — — — �_ N � - I (2) S5 BM j BP AA Q \ O — O Ln ---- — SIC---- i ----- SIC---- - i .- ...... _-. A4 UNIT 10-B UPPER FLOOR FRAMING PLAN SCALE: 1 /4" = I 1011 1. GENERAL CONTRACTOR TO INSTALL ALL ADDITIONAL LATERAL DIAGONAL BRACING IN ROOF SYSTEM AS SPECIFIED BY 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. ; CHECKED BY TRUSS MFG. ; GENERAL CONTRACTOR BEFORE INSTALLATION 5. PLACING OF GIRDER TRUSSES BY MANUFACTURER (IF USED) ro. ALL OVERHANGS TO BE AS NOTED PER PLANS. 1. 2X10 OVER FRAMING ON TOP OF ENG. TRUSSES. 8. ROOF VENTILATION WITH RIDGE VENT AND VENTED SOFFIT PER 12e3.2 I.B.C. '9. 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). NOTES BP FROM ------ - ABOVE (2) 1 3/4"x7 1 /4" L L (2) 1 3/4' x7 1 /4" LVL BP FROM ----='. -- -__-- ABOVE I� V C— - — - — - — - ---------=1 7 -------- ---- \ O L C — - — - — - — --4" BP W/ BC46 I n i -- ---=1C HU310-3 --- III I I �6''ocLC j '�•_�---- BP- it I I I j .-.-.-.5 118_x13.112_ LLB---------------- ------- I 2 1 3?V/44 "x 1 L BP FROM I GLT5 bU1LE/-5 —:3!-- — - — - — BMABV (TYP) i --II i m SIC --E'er-- /S%`�� ——In n — �� Q \ o L (2) 1 3 "x7 1 /4" L c c I --�--• I ---�•- j I I I I — - — - — - — - — - ----- ul Li Ul IJ 6x10 #2 DF �� L/ 1-3/4" X 7- 1/4' LVL (I JOIST (a I ro" O.G. 11 ' 1 1 /4" 10' 10 1 /4" UNIT 110 0 ro'-3" PLATE HEIGHT 0 BEARING �____; BEARING FROM ABV. NOTE: SISTER MULTIPLE 1 3/4"0 1 /4" BEAM W/ (2) 10d (0.128"x3") NAILS @ 12" 0 C. 1. (UNIT I Oc3) STAIR CALCULATIONS ARE 5ASED ON A (3'-3 1 /8") FIN. FLR. TO FIN. FLR DIMENSION r s — To FIN. FLR. AND SHALL 5E FIELD VERIFIED 5Y THE CONTRACTOR, ADJUSTED ACCORDINGLY. (UNIT lie) STAIR CALCULATIONS ARE 5ASED ON A ('3'-1 1/8") FIN. FLR. TO RN. r-LiR DIMENSION AND a'-,B Ila" r-IN. r-LR. To FIN. FLR. AND SHALL 5E FIELD VERIFIED 5Y THE CONTRACTOR, AND ADJUSTED ACCORDINGLY. 2. (UNIT IecJ) IST- (15) RISERS A i '11i(o" FROM FINISHED TREAD To FINISHED TREAD (14 RUNS (a 11" Z12" r-INA 2ND- (15) R15ERS P i" FROM FINISHED TREAD TO RNISHED TREAD (14 RUNS (a il" (12" RNA (UNIT Ile) I&T- (15) RISERS P 1 1/4" FROM FINISHED TREAD TO FINISHED TREAD (14 RUNS (a 11" (12" R15ERS (a i" FROM.. To FINISHED TREAD E (3) 2XI2 #2 D.F. FOR STRINGERS 4. FIRE BLOCK CONCEALED STRINGER SPACES (a 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 38" ABOVE THE NOSING OF STAIR TREADS. ro. HANDRAILS MAY PROJECT INTO THE REQ'D WIDTH A DISTANCE OF 3 1/2" FROM EACH SIDE OF A 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 roe-8" HEADROOM CLEARANCE MEASURED VERTICALLY FROM TREAD NOSING TO NEAREST SOFFIT. 9. R363l 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 � ENGINEERING CALLS. DURING FRAMING CONSTRUCTION. AA A4 BLD2023-1370 ■ ■ E S G N W 0 R K E S P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360) 527-2840 WWW.HAVEN-DW.COM @ COPYRIGHT 2014 Z W 20 ao J Q� a Z 0Of Q LL V z °o �O J 2 LL wo UW Q m m cUn co I cUn v � � � 6) M o (.0 r-- m 0 0 0 cn U U U Z W LD w w N W M cl) a D_ :�t 0-:;* Lu z Q z Q z ow ow 0w >o >o >o ofU Of ofU PROJECT 13-024 DRAWN BY S. Clayton DATE 6.4.14 SCALE As Noted CHECKED Sean Hegstad "APERSTOTE&F- ke'OM'bHegsla Vd E F WASH 'TON R I CITY OF EDMONDS DEVELOPMENT SERVICES 5/5" TYPE 'X GWB EA. SIDE, TYP. 2Xro INT. WALLS W/ R-21 INSUL. VERT. #4 REBAR Ca 18" O.G. HORIZ. #4 REBAR @ 3" MIN. AND 12" MAX. FROM TOP 4" REINFORCED GONG. SLAB MIL. V15QUEEN, 2 RIGID IN5UL. 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 5' - 5'' BTM. OF FOOTING MIN. 18" BLW. GRADE (2) #4 CONT. REBAR I NTERIOR FOOTING SCALE: N.T.S. 2Xro EXT. WALLS - VERT. #4 REBAR Ca18"O.G. HORIZ. #4 REBAR (a 3" MIN. AND 12" MAX. FROM TOP 4" REINFORCED GONG. SLAB N�. MIL. VISQUEEN, - 2" RIGID INSUL. I I 4" GRAVEL COMP. SOIL BTM. OF FOOTING MIN. IS" BLW. GRADE ,!4 IN0� ATE 5 S ON 2Xro EXT. WALLS - 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„ A 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 roe" 4�'P�OxON MAX. I 1 MIN. EMBED �-------- - - roOR 8" STEM WALL, AS INDICATED ON PLANS 3 - 4 TIGHT LINE ---- _ DRAIN PIPE ------- FILTER FABRIC, ---_GRAVEL FILL W/ 4" / — PERF. DRAIN PIPE / (2) #4 CONT. REBAR G SLAB ON GRADE FOOTING SCALE: N.T.S. I I � 2(0„ k k 3, 0„ k , m m ILI m O m ON in cn m 0) A A' B 2(04e SH. TEMP. 2(04e 5-1. TEMP. 303& HV. m 5" 0" nn G D 5e5e HV 2040 SH. 2" ro 2" ro LID Q m ,n N N 0 N M N O P r0e5e HV. roe4e HV. 2640 FX 2(04e GAS DWI N DOW TYPES AND SCHEDULE SCALE: N.T.S. 2XI0 GDR. BELLY BAND W/ PAINTED Z-FLASHING ABV. (OPT.) 2X(o P.T. MUD SILL PL. \I -- - - - W/ 1/2"X10" A.B. Ca (o0 •I _ O.G. MAX. I" MIN. EMBED PPRO)(FIN. GRA - - ro" OR 8" STEM WALL, ---------------- -- - AS INDICATED ON PLANS I 3 4" TIGHT LINE I -- — DRAIN PIPE I� - ------ FILTER FABRIC GRAVEL FILL W1 4" --- ----- PERF. DRAIN PIPE S ND ICArED ON PANS 1(2) #4 CONT. REBAR GARAGE FOOTI N G SCALE: N.T.S. 2Xro P.T. MUD SILL PL. W/ 1/2" X 10" A.5. (a ro 0" O.G. MAX., MIN. I" EMBED VERT. #4 REBAR Ca 18" O. C. HORIZ. #4 REBAR Ca 3" MIN. AND 12" MAX. FROM TOP 4" REINFORCED c .S a MIL. VISQUEEN,_ 2" RIGID INSUL 4 GRAVEL COMP. SOIL BTM. OF FOOTING ----—------ — -- MIN. 18" BLW. GRADE INDICATED ON PATIO (2) #4 CONT. REBAR BSCALE: N.T.S. 2XoEXT. WALL W/ R-21 IN5UL. 1 /2" S/R SIDING VARIES, SEE ELEVS. 2ro GA. GALV. FLASHING EXTEND INTO GONG. #4 REBAR 4 GONG. SLAB / 30 O.G. (REINFORCED) 2X6 WALL W/ 2 LAVE TYPE 'X GWB E (W 4" CONC ® Z ( MIL. VISQUEEN, 2 RIGID IN5UL., WHEN UNDER e L LIVING SPACE), 4 GRAVEL FILTER FABRIC GRAVEL FILL W/ 4" PERF. DRAIN PIPE 4" TIGHTLINE DRAIN PIPE A FILE NO. WP 3820 GENERIC 2 HOUR 55 t0 59 STC Exceptions: FIRE SOUND 1. Membrane penetrations of maximum 2-hour fire - GYPSUM WALLBOARD, WOOD STUDS resistance -rated walls and partitions by steel elec- trical boxes that do not exceed 16 square inches Base layer �`a" type X gypsum wallboard or gypsum veneer base applied at right angles to (0.0103 me) in area provided the aggregate area each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1" apart with 6d coated Trails, 17?6" long, 0.085" shank, 1/4" heads, 24" o_c_ Face lager 51a" type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 8d coated Trails, Zara" long, 0.100" shank. l 4" beads, 8" o_c_ — - Joints staggered 13" each layer and side. Sound tested with 31/2" glass fiber insulation sta a one si. h nails for 3 Z_ "' o_c_ ' Orizontal bracing required at mid -height- (LOAD- G) 1 ' 1 2.�4: WE G UNIT ATPENETRATIONS: 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 E PROTECTED WITH A MATERIAL TO PREVENT THE PASSAGE OF FLAME AND HOT GASES SUFFICIENT TO IGNITE COTTON WASTE WHERE SUBJECTED TO A5TM E II9 OR UL 263 TIME TEMPERATURE FIRE CONDITIONS UNDER Thi kness, 1 D314" 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' See WP 4135 PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP (FAA WP 360, 9- 7-74): SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 514 OR UL 1419 WITH A UL R4024 10-31-68 MINIMUM POSITIVE PRE55URE DIFFERENTIAL OF 0.01 INCH OF WATER (3 PA) AND SHALL HAVE A F RATING NOT LE55 THAN THE REQUIRED FIRE -RESISTANCE RATING OF THE WALL 'Sound st, N C 3066, 4-7-70 OR FLOOR/CELING A55EM5LY PENETRATED. WR 3820 SCALE: N.T.S. 2' (o„ 2" (0 0 E F G 2ro5e SH. 265e FX. 3050 1"ro 4'0 1' ro" 2" 0 5" 0 m H 1ro1ro FX 2' m m in iA 01 Q) N V I J 2e2e 5e4e HV. AWN. OBSC. 2e2e AWN 0 K 104e XOX of the openings through the membrane does not exceed 100 square inches (0,0645 m�) in any 100 square feet (9.2.9 m)Z of wall area. The annular space between the wall membrane and the box shall not exceed V. inch (3.1 mm). Such boxes on opposite sides of the wall shall be separated by one of the fallowing: 1.1. By a horizontal distance of not less than 24 inches (610 nun) where the wall or partition is constructed with individual noncommunicating 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 putty pads; or 1.5. By other listed materials and methods. 2. 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 following: 2.1. By the horizontal distance specified in the listing of the electrical boxes; 2.2. By solid fireblocking in accordance with Section R302.11; 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 escutcheon plate. I, 6„ 4, 0„ 4' 0" m N l�1 m m � L 4e2(o HV Q R S T U V 164e XOX 4e4e HV 265e SH 165e XOX 2e3e SH 4e2e HV NOTE: HEADER HEIGHT VARIES BY FLOOR. VERIFY HEIGHT WITH SCHEDULE BEFORE INSTALLING. ro OR 8" STEM WALL, AS 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 Ca 18'" O.G. (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 I 2X(o WD FASCIA W/ CONT. ALUM. GUTTERS 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. 109/1I e MAAKTYPE LOCATION HEADER HGT. UNIT SIZE OPENER MULL A 110 STAIRI' ABV. LANDING 264e TEMP. SH 109 REG ROOM 2"-8 4040 HV 3 IR 109 REG ROOM 2"-8 4040 HV 4 1 109 REG ROOM 1101-8" 2e2e AWN. 5 1 109 REG ROOM ro'-8'" 2e2e AWN. ro D I I e STAIR ro"- 9 5/8" 2e4e SH. 1 D 110 STAIR ro"- 9 5/8"" 2e4e SH. 8 1 110 BATH ro"- 9 5/8 2e2e AWN. OBS 9 5 110 LIVING ro'- 9 5/8" 2`5e 51H 10 5 110 LIVING (0 9 5/8" 2(15e SH 11 S 110 LIVING ro"- 9 5/8" 265e 5H 12 S 110 LIVING ro"- 9 5/8" 2`5e 5H 13 IR 10`3 MEDIA/FAMILY RM ro"- '3 5/8" 4e4e HV 14 R 109 MEDIA/FAMILY RM ro'- 9 5/8" 4e4e HV 15 1 109 POWDER ro'- 9 5/8" 2e2e AWN. OBS I ro B 109 KITCHEN ro"- 9 5/8" 3e36 HV 11 G 10`-J DINING ro"- 9 5/8" 5e5e HV 18 G 10`-J DINING ro"- 9 5/8" 5e5e HV 19 G 109 DINING ro"- 9 5/8" 5e5e HV 20 C 109 DINING ro'- 9 5/8" 5e5e HV 21 B 109 KITCHEN ro"- 9 5/8" 3e36 HV 22 A 110 STAIR I' ABV. LANDING 264e TEMP. 5-1 23 1 110 M. BATH ro'- 9 5/8" 2e2e AWN. OBS 24 E 110 M. BED ro"- 9 5/8" 2(15e 51H 25 E 110 M. BED ro'- 9 5/8" 265e SH 26 E 110 M. BED ro'- 9 Wa" 265e 5H 21 E 110 M. BED ro"- 9 5/8" 2`50 SH 28 T 109 BED 2 ro"- 9 5/8 XOX 29 1 109 BATH ro'- 9 5/8" 2e2e AWN. OBS 30 U I es W/D 6"- 9 5/8" 2e3e SH 31 U 109 W/D ro"- 9 5/8" 2e3e 5H 32 G 10'-3 M. BED ro"- 9 5/8" 5e5e HV 33 G 109 M. BED ro"- 9 5/a" 5e5e HV 34 I 1 109 M. BATH ro'- 9 5/8" 2e2e AWN. OBS 35 C 110 BED 2 ro'- 9 5/8" 5e5e HV 3ro I 109 M. BATH ro"- 9 5/8" 2e2e AWN. OBS 31 A" 109 STAIR ro'- 9 5/8" 264e TEMP. SH 1 /2" VENTED SOFFIT 2Xro EXT. WALL, R-21 IN5UL. BLD2023-1370 D E S G N W 0 R K H 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W 2:O Q0) a0 Q� U� z �o wo UW Q m m � � cU) v �t Lu _ O' M Q v cal o co r` M LU W W O O O Z 0� a� Of O W W N LU CO U) D- D- � D- lt W ¢z az ¢z oW oW oW Wg Wg Wg ?0 ?0 ?LO 0 EU 0_U EU PROJECT 13-024 DRAWN BY S. Clayton DATE 6.4.14 SCALE As Noted CHECKED Sean Hegstad FA"P_GCHs 7TECF-IF tsTefl�"o"Q�Jg13A ATE ®F ��o ooN�®14 RESS CITY OF EDMONDS DEVELOPMENT SERVICES -� q a f;, 1 HDU4 OUTLINE OF FLOOR ABOVE !n I I I I I 22'-0' PAP G_ 6x6 #2 r 1 r CHORDS Ao MST FROM ABOVE UNIT 109 FIST FROM MST FROM ABOVE C'WO3 ABOVE 2CAR GARAGE ---------- HDU4 WI (2)2x6 #2 DF I END CHORDS (2) IIDU11 1 6x6 #2 DF 13 a END CHORDS & 3x6 PT SILL STORAGE I 10 -0' 2 MST FROM ABOVE SWD7 HDUB HDU8 ENTRY I o ly MST FROM ABOVE (WRAP AROUND RIM) L Mor— — — — — I � swot I HDU8 e � I MST FROM 3'-6" SIM 2 ABOVE Huy MST FROM J ABOVE MST FROM ABOVE I REC ROOM (WRAP AROUND RIM) Q I UNIT 110 MST FROM ABOVE (WRAP AROUND RIM)114 I 2 CAR GARAGE 19 HDU5 HDU5 o I (2) HDU8 16x6#2DF a cv I END CHORDS 3x6 PT SILLjp MST FROM WV a ABOVE ' d' MST FROM CON SIM 2 ABOVE S � - 1 HDU5 _ OUTLINE OF FLOOR ABOVE 2'-0" 2'-0" 11-11112" GROUND FLOOR SHEAR WALL PLAN SCALE:1/4'-I'-0' L MST FROM ABOVE (WRAP AROUND RIM) SHEAR WALL SCHEDULE 9 �D (D (D 0 WALL EDGE HOLD ANCHOR END ABUTTING SILL BASE PL SILL PL DESC. PANELS NAIL DOWNS BOLTS CHORD PANELS 7 PL 8 CONN. CONN. 5 SWS 7l16" OSB ONE SIDE 8d @ B" NONE NONE 2x6 2x6 2x6 (3) 16d @ 16" o.c. 1f2" DIA. @ 60" o.c. SW01 7116" OSB ONE SIDE 8d @ 4" SEE PLAN SEE PLAN ❑BL 2x6 DF 3x6 2x6 (3) 16d @ 12" o.c. 518" DIA. @ 1 G" o.c. SW02 7116" OSB ONE SIDE 8d @ 3" SEE PLAN SEE PLAN DBL 2x6 ❑F 3x6 2x6 (3) 16d @ 8" o.c. 5/8" DIA. @ 12" o.c. SW03 7/16" OSB ONE SIDE 8d @ 2" SEE PLAN SEE PLAN 4x6 #2 DF 3x6 3x6 (3) 16d @ 6" o.c. 518" DIA. @ 16" o.c. E�11 ■ • NOTES: 1. ALL EXTERIOR WALLS SHALL HAVE }?" DIA. ANCHOR BOLTS SPACED AT 5'-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)1 fid NAILS @ 6" o.c. 8. ALL SILL PLATES SHALL BE INSTALLED USING 3 GA. 3"x3" WASHERS. 8. SHEAR WALL FRAMING SHALL BE CONSTRUCTED USING DF STUDS. 10. MULTIPLE STUD END CHORDS SHALL BE NAILED W1(2)1 fid NAILS @ 8" D.C. 11. ALL NAILING TO PRESSURE TREATED LUMBER SHALL BE DONE USING HOT DIP GALVANIZED NAILS. 10'-0° MST FROM ABOVE (WRAP AROUND RIM) --- --SWol MST FROM J LENTRY ABOVE DU8J sw: 12'-0' ImmIr1 C] �y } PANEL DBL TDP PL B EDGE NAILING INTERMEDIATE NAILING (SEE NOTE 3) . :. ::. . ;P.f.• 4101 lot END CHORD E r j. ... . • .: I..! . .. :.: ! I: ... i :t . I. , f*l. ABUTTING • • {. i+i , ..::::. :.:::: +i INSTALL 2x FIAT BLOCKING PANEL F NOTE? �• i . : . ::: �i . @ ALL PANEL EDGES 7116' OSB (NAILED PER SHEAR WALL SCHEDULE HOLD DOWN (PER SHEAR �--� WALL SCHEDULE) I SHEAR WALL LEGEND SCALE: NONE GWB (`lYP) SHEETROCK NAILER AS REQUIRED END CHORD PER 7/16" OSB (NAILED PER B E SHEAR WALL SHEAR WALL SCHEDULE SCHEDULE SEE SHEAR WALL SCHEDULE FOR LEGEND I DETAIL SCALE: 7I16" OSB (NAILED PER B SHEAR WALL SCHEDULE SHEETROCK NAILER HOLD DOWN AS REQUIRID (PER SHEAR WALL SCHEDULE) G-WB (TYP) �- t � } SEE SHEAR WALL SCHEDULE FOR LEGEND DETAIL SCALE: BLD2023-1370 • n � � o A A VI Z W 20 U Qp Q n r—I 10 OD UzwVJ 1-4 � � o W U Q W P-4 F EIVED z ('mac 13 2023�- p �CIT EDMONDS (/J�1 ti DEVEL NT SERVICES NnTF I SEE DWG S4 FOR SHEAR WALL SCHEDULE. - -j q - 2141" 3'-3" sws sws UPPER FLOOR SHEAR WALL PLAN SCALE114'=1'-O' MAIN FLOOR SHEAR WALL PLAN SCA.LE:114'=1'-O' ch BLD2023-1370 z w 0 Qo 00.0 �� Cn 7jC) o 0 � 0 o 0 zw� v o w U w Q � �mU D ai �{ F4 F_IVED z Mc i) 2023n Q �cl EDMONDSol DEVEL NT SERVC