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REVIEWED BLD2023-1365+ORIG Architectural_Plan+10.27.2023_11.26.05_AM+3865929CONSTRUCTION SPECIFICATIONS CATEGORYGENERAL NOTES: 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 (IRG 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 IRG 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 IRG SEC R502.3 AND R502.3.2 - ALL STRUCTURAL MEMBERS OF FLOOR TO BE PROPERLY SET AND FASTENED IN ACCORDANCE W/ IRG. 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 - IRC 905.2.a / IRG 905.4.E OTHER FLASHING -IRC 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 (l(o2 MM) FOR EACH 45-DEGREE (e.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 SITION DUCT. (MI502.4. 2. ELEMENTS OF APPLIANCES WHICH CREATE GLOW, 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 XG DING 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 ACK FLOW PREVENTION DEVICE AT ALL HOSE BIB (UPG.(003.5.1) BRACK TT COURT APT UNITS 105 & 106 OWNER KAUTZ ROUTE, LLC C/O TERRA PROPERTY ANALYTICS PO BOX 31097, SEATTLE, WA 98103 (206) 213-0810 SPRICE@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 CITY OF EDMONDS RECEIVED BUILDING DEPARTMENT; Oct302023 ■ CITY OF EDMONDS ■ DEVELOPMENT SERVICES ■ DEPARTMENT r■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ I L -D 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 QN 0.0 �Q w 0 p Uz o' C) �0 w57 Y 0 U w Q m m ccn w �_ v � rn o co � rn O O O cf) U U U Z Of O W W N W e 'M U) D- D- ztt 0- It w ¢z az ¢z C) w ow ow wg wg wg ?O ?O ?O D_ U D_ U D_ U PROJECT 13-024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad Il�FA"P-GCHs TECF-®uT[�C�1 tSTATE "Ileg5,I,d ®F W HIINc_r®jq BLD2023-1365 APPLICABLE BUILDING CODES: 1. 2eI2 INTE 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-5 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 5Y DEED RECORDED UNDER RECORDING NO. 2193205. 5U5..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 5Y 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 5E SUBMITTED AND REVIEWED FOR CONFORMANCE CODE NOTES: 1. MECHANICAL, ELECTRICAL, � SPRINKLER REVISIONS ARE UNDER SEPARATE PERMIT AS REQUIRED. 2. EXTERIOR JOINTS SHALL 5E 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 803.9) CLASS C (FLAME SPREAD 16-200) ALL 5LDG. INSULATION REQUIRES A FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPMENT RATING OF 450. (SECTION 120> THE INSULATION IS REQUIRED TO 5DE 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 15C T 5. 5. ALL GLA I G " OF ANY D E SAFETY G I S. PROVIDE SMOKE DETECTORS IN EACH 5EDROOM AND ADJACENT HALLWAY, AND ON EAG DITIONAL STORY OF THE 5UILDING= INTERCONNECT EACH ALARM. (R314.3) C 1. PROV V MOALAKr SIDE OP 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 5E RESPONSIBLE FOR ALL COORDINATION OF WORK BETWEEN SUB -CONTRACTOR TRADES. PROVIDING WEATHER -TIGHT SEALS, FLASHING AND CAULKING AT ALL CONNECTIONS AND PENETRATIONS AND ROOF SYSTEMS. REFER TO I5C 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 51D 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 5Y ON SITE INSPECTION DURING THE COURSE OF CONSTRUCTION OR FOR DETAILS AND SPECIFICATIONS NOT INCLUDED. ro. THE CONTRACTOR SHALL UTILIZE CONSTRUCTION TECHNIQUES AND PRACTICES STANDARD AND ACCEPTA5LE 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 5Y THE CONTRACTOR OR SUBCONTRACTOR OR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY 5Y 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 5E THE SAME AS FOR OTHER SIMILAR WORK. MATCH EXISTING ADJACENT WALL AREA WHERE APPLICABLE. 14. SHOP DETAILS SHOULD 5E SUBMITTED TO HAVEN FOR REVIEW BEFORE PROCEEDING WITH FA5RICATION. 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 CATCH BASIN/ INFILTRATION TRENCH YARD DRAIN PLAN VIEW ROOF OVERFLOW DRAIN A SPLASH BLOCK 4" RIGID OR 6" FLEXIBLE PERFORATED PIPE 6 5.0' MIN g•• LEVEL 12" e nee •,"0�' 0 I' RAIN. �FIN.1ESH CREEN VARIES 11y° MIN -I 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" a g WASHED ROCK a ne y �• 3/4- 1 1/2" r� 74- TYPICAL DOYM nUT INFILTRATION SYSTEM Not to Scofe 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 fin„ n-7, a n' x x x x x - - . - • - ' --1,- 375 y G r�TY AREA OF SAND 1=1LTER VAULT 6,_6„ x 2,_6„ EYES IC411 4 375 J \ I II l S 375 I ,I o101 10 0 (FE ON LINE) 4.5. FENCE _ - - �{ S OF `�,�� - NO PARKING- EL_ 315.6� \ 3� �CJ �' .S`" Os SEE CIVIL FOR SIDEWALK \ „ EL 315.E LOCATION $ SHAPE EL 315.8 `� F' FIRE LANE SIG - 1 " + `s�Q 9,p E X < C < B R N ER) x 15 4 I EL s 15.-i' I >S r� I I I II L �` ELECTRICAL ■ P II I , 0 2ax2a TOP=374.04 o C + 4 TRANSFORMER I 376 UNIT 105 I I UNIT 109 F� I ITI F I I 1 �c. ' y • ADDRESS-' 23224 II II ADDRESS: 23222 3 BED 1 EL 315.9 2.0% 2 GAR 3 O`ST' " S 1802.0 SF UNIT 2 BED 1 2 CAR 1 24' 0" x 1999.7 SF UNIT 452.2 SF 1 429.9 SF Sir I o�4 s Z GARAGE I o� GARAGE - FAINT �4c �'lrrs 1 c4A O O FF @ 3"15.2 II 1� Cu FF @ 315.1 F YELLOW RE LAN I �`13 COLOR SCHEME A Q' DELINI T N, YP. COLOR SCHEME 13 DSO T PG "H D .3 ,X4,_0„ 1 37g ATIO, TYP. 7 I 5'xs' - ���'� D I VE W A+ U� ix 1W= x 2.9% PATI I G N I O 4.6 oo O Bw=2.2 3 FIR 4' SW UNITEJE _ I \ 2 4"FIR x ADDRESS: 23222 I X 6' PRIVACY I UNIT , 'NO PA ING- I 2 BED / 2 GAR I I W/1 3' OF RET. WALL, TYP ADDRESS: 23224 a IR LA E" SIG I- 3 3L0.S�. IL - -_ SF UNIT BED 1 2 CAR (FF�= 375.50) GATE�&N.2 SF x x 1802.0 SF UNIT llO" �I (CMN) 452.2 SF CARACE GARAGE i FF Ca 315.5 WALKWAY LI 315.2 EL3TI - COLOR SCHEME B r EL311.0 I ST 4# L.S. E 311. 0 m COLOR SCHEME A P 9I EL 311.1' 'NO PARKING- FIRE LANE" SIGN 3 IR ---3 "FIR p 6 4' - - 154 11 NEW ro'� EL 311.1' WOOD _ I Orin I C FENCE 150VI UNIT 10t'o SIB 0% ADDRESS: 2322ro �- 3 BED 1 2 GAR 1502.0 SF UNIT 452.2 SF _ GARAGE - LINK FENCE FF (a 315.5, PROP. LINE) I COLOR SCHEME 5 r I o I BW; 3 •5 0 ■ HT 48 �. .7 .K Y ro' PRIVACY FENCE UNIT 142 W/1 3' OF RET. WALL, TYPQD5RE5322ro PATIO, YP. I 5 3 BED 1 2 CAR O 1802.0 SF UNIT 2.0% 452.2 SF GARAGE I FF @ 315.5' COLOR SCHEME B _ EI 15' 2„- OC Oo O j 10 5ET5. 10 10' 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 0' - 0" PAVED SURFACE 5D' MINIMUM OR TO GARAGE �{ WHICHEVER IS SHORTER k � II I I PAVED GxROUND IS' 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 CURS PARKING- PAVED YELLOW FOR FIR ANE LANE" SIGN DRIVEWAY r DELINIATION, TY FL % 0� �P �P o �0 42"FI R PARKING- r;' 4 FIR LANE" SIGN -- - - - EL- 318.2 "NG INV (SE)=370.83 INV (NW)=370.22 35� \ R� 19 1 R \ �° 24' 0" 18"FIR O TqTA=375.2 ATE Q' 'AR IN -EL: 315.0 r T M "' OFF AGE, ELEVATION: 311.50. -- O S CIVIL FOR MORE DETAIL. O �J O PROJECT SIGN --- -- PER SEPARATE O PERMIT S L=374.69 __WALL LIGHT, TYP. TA=375.80 - - - 8"FIR FIR LAN I 4 J F� , SEE L5 �`3 L S EL 318.2 \ Q �° h�o IRKING- o 0 p Q Q'r �P 0 " J EL: 311. ro a 5 , • 0• PAI T CUR5S 11, X Its. 4 YELLOW FOR FIRE LANE P' L.S. 1 7" WO D DELINIATION, T2.111 4.5%¢ 102 UNIT 101 d NO PARKING- �` 1 £' o ADDRESS: 23230 FIRE LANE" SIGNPr � lI UNIT 10� UNIT 103 -o ADDRESS 23230 6' TALL WOOD I I j ADDRESS: 23228 ADDRESS: 23228 m 2 BED / 2 GAR 1 BED / 1 CAR sso FENCE 1 2 BED / 2 GAR 1515.9 SF UNIT 1052.3 SF UNIT \ W/ (2) 4'0 2 BED / 2 GAR III 151 ro.2 SF UNIT � 407 SF 35ro SF \ x DOORS I 1152.1 SF UNIT 4" 24' 011 I 415.4 SF 40(0•7 SF WAY GARAGE , GARAGE , \ 0 1 I CxARAGE FF @ 376.0 FF @ 37ro•0 CMU/GONG ° GARAGE \ RETAINING ��� I 1 FF @ 375.8 FF Ca 315.8 COLOR SCHEME A COLOR SCHEME A COLOR SCHEME B �P COLOR SCHEME B 10, 0" EL 318.2 EL 13 a 33 - J o 0 % EL 318.2 - _ -- o �� 6 EL: 318.0 O ^�0�,` 10' o„ 5'X3'-3" '1\ 0' 0�,� h 1 1.7 �� 5 /y� O I II S ATIO, TYP. ' S B a�' PATIO, T�OF�J.y��, �,� 10 0 379 'x1 2' Trash sI I II o al 3,Ix r Area _ - FIR x --- 199.39' O N gg°6 j' q 0' 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. $" Min. Low Perrneable Soil Keystone Cap Unit Keystone Standard Unit Drainage Fill (314" Crushed Rock or .S^tQnB) Approximate '•'' Limits of 8 e Excavation Retained':> Finished Grade 4" Perforated Drainage Tile .�ro MCI, Note: Ur in forced Corrscko When site conditions rewire. wrap drainage Foundation Soil or Crushed Stone tile in 314" aggregate and filter fai rr;wiBa Ling Pad 0Falnago composite or aggregate 6ackdrain system, as directed by geotechnIcaI 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-9, RAINBOW el-521, EMED TC 18816, 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, WIRE OR EOUIVALENT. IF STANDARD STRENGTH FAR RIC 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 BOTTOM OF FILTER FABRIC MATERIAL BACKFILL TRENCH WITH NATIVE a• SOIL OR 3/4'-1.S' 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: ITY F MONDS 23 WAY ADDRESS: 005553-001-005-02 PARCEL NUMBER MULTI FAMILY RESIDENTIAL ZONING LOT SIZE: 1995ro.15 SOFT IMPERVIOUS SURFACE: PROPOSED 1) ROOF AREA: 1840 SQFT 2) FOOTPRINT: 1552 SQFT 3) COV. PATIO/DECK 0 SQFT 4) IMP. PATIO/DECK 52 SQFT 5) DRIVEWAY � SIDEWALKS: roero2 SQFT ro) IMP. SURFACE COVERAGE (2-5).' 1 ro04 SQFT 1) LOT COVERAGE: roro.I% BUILDING SET5ACiKS FRONT 15'0" REAR - 15'-0" SIDES - I e'0" RECEI ED 023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H D E 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 J 0- LU U) m(n co Cn W o � � � O O O U U U U Z � W W N LLI t`D Cl) a D- 4t 0- 4* Of QZ QZ QZ O W 0 W 0 W >0 >0 >0 of Of of PROJECT 13-024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegsr 8" tad U""APERSTOTE&CF-F tSTALTE M'HQpglad®IF �fA�ll'DD�IGT®C� 30 YR ARCH. MAX. ALLDU _ED. — — — HGT. UJ/ 4 — — — — — — — — — — — 4RCsE BRD 12 I CxUTTERs / I Xro FASCIA - I" LAP SIDING =LLY BAND W/ D 2X3 U1/ MTL. NG ABV. BOARD W/ TTEN Ca 1 ro" O.G. NORTH ELEVATION SCALE: 1 /411 = 1 I-OII SOUTH ELEVATION ut 0 0,o J 2 PROPOSED N GRADE (a 315.5 HARDI - SHINGLE OF I=> UNIT 105 EAST ELEVATION SCALE: 1 /411 = 1 I-OII WEST ELEVATION Ml= FIN ff AM �Lu � J _w 0 J - J CzLL O LL o) J LL ■ D E S I 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 0.0 o �yQ LL � Lu J W (D UD Z o �z w 57 °° Y 0 U w Q m mCn w Cn W 0 0 0 Cf) U U U Z ll� Of O W W N W M D- D- ztt 0- It W Q Z Q Z Q Z W 0 W 0 W W 2i W 2E W ji 0 �!0 �!0 D U D_ U D_ U PROJECT 13-024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad FAEP-GNSITTE&CF-F tATE OIF WHIINIO_r®jI SCALE: 1 /4" = 1 '-Ol' SCALE: 1 /4" = I ' Oil RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT D E A S 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 � QN ao Q� Q �f �l J d �y ry O V/ U� —i LL z � w57 Y 0 U w Q m mcn d M w 0 O O cf) U U U Z Of O W W N III e c' M a- a- :M d It w Q Z Q Z Q Z W 0 W 0 W W 2i W 2E W ji 0 �:0 �!0 U E U E U PROJECT 13-024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad FAERGNSITTE&CF-F tt8a"' Mo Ilegs,3,d STATE OIF WHjNc_r0jq CE 1' 9 1/2" 3' 11 1/2" 4' 3 5/5" 4' 5 1/5" 2' 3 1/2" 10' 2" ROOF BELOW 4' 10" 17 5' 4" RAKE WALL - pV 30 v AM 1 4e2e HV ® O I sD 110V I :4 PLATE 6 . 5' T/S ►n o� ►n C cta U a BATH FM D S�x50 m BED #3 OPE c10 TILE 2 sa 10aX10e 6 POST" ° L L CPT 1668 1 ('(oa 8, 1„ 29 4' 10" HALL q DN �' ATTIC 14(OX3a `" 16 I — ACCESS CPT 7 2868 FRAMED WALL sD --- RCS ------ J N U N N INFILL LEVEL W/ Ilev U11C UNIT 10ro LANDING 5eX5e `" e0 GPT Ca/ 28 M. BED BED #2 Q I I IXI 1119 10aX122 Q CPT 36X4 �ii CPT 12' 4 1/2" 0 5' 3 1/2 3' '3 1/2" 3ii 1 /2 J 10' 3"" s �O N 80GFM FP m N SLOPE CEILING AS PER SLOPE CEILING AS PER M.BATH S AFT �'' ►n DWG I/A4 DWG I /A4 --; 8 E m PLATE (o -3" - ---- - TILE lievl -T�xll Oo Oo N N f ` _ I 110V 5' 9 1/2" 3 3 1/2" SLOPE CEILING ASPER Fl=i J DWG I/A4 M.BATH SHAF SLOPE CEILING AS PER TILE 80GFM (L/ DWG 1 /A4 12' 4 1/2" N 5' 3 1/2" 2' 31 1/2'' 10' 3" J I al 27 O Q M. BED 'Omni BED #2 i= 11 �Xl 110 36X42 I OaXI 22 (L GPT 0 I �N CPT m C14 ;.n 5eX5e , Z FRAMED WALL GPT N UNIT 105 0 INFILL LEVEL W/ IIOv LANDING c(v � t- ' HALL 26 O p I ATTIC `v 14aX3a � q I6 GGES m CPT co x 4' 10" N 3(o' WALL,, I BED #3 sD L L 26(oa ,s 10aX10e O CPT 1140V BATH 6' S�XSe U AA 2 TILE N tsy A4 s a a ►�n 4 10 1 8" 5' T/S 80CFM PLATE HC-;'-. (0 80G M O IIOv 4e2e HV ROC;BEL W 25 24 RAKE WAIL' DV V 5' 4" 7' S 1/2" 3' 11 1 /2" 4' 3 5/8" 4' 5 7/6" 2' 3 1 /2" 10' 2" 33' 0" BB UPPER FLOOR PLAN A4 SCALE: 1 14" = I '011 CL A" INFI DEN 84X111e WD 33' 0" $" 3' 01(0' (o" ROOF BELOW 16 M II 30" — w OHG REF I I 15R m 1 I 00CFM L - 36" WALL DINING 1 " OH STOVE MW °O I I Q 13 X10 �p ABOVE o I I WD m KITCHEN o-- ° II FM WD ------------ Air II D W I I DN PI - - I115R co sD I I 110V 8' 9 1/2" FURR WALL JJ 2X4 AS REQ. FOR FLUM51NG BM. ABV. > N UNIT 10ro LIVING N 1110X12( WD N r '�N I (k SOFFIT CEILING TO 50TTOM OF BEAMS ----------- BLW i r i O N I N i IS' 4 1/2" iA 03 FLR ABV N DV — N DV I �, 9' 1 1/2" " Up 0 DEN ;- 8' 1/4"' CL 9' 9 1/4'" 7 84X1110 266a ----- SOFFIt CEILING e _ WD TO 50TTOM OF BEAMS J 5LW P (a 13 4 � Q LIVING � 4 � 0 1L WD 'v 0 > c0 J UNIT 105 8 e _ FRAMED WALL INFILL I DN co sD 12 OH BM. ABV. 115R IIOV -- N E.7 CL DINING ( KITCHEN -- I- I in I Q 13eX10e 106X5( 9 N WD WD CL -- - ° o D 30„ ---- 0 10 36 WALL m MW ST °O D qA AA - ABOVE I C � A4 A4 :4 UF, 0CF C 16R 30" A4 REF ® ® OHG D12 ROOF BELOW M I NOTE: MINIMUM ATTIC ACCESS ROUGH OPENING NOT TO BE LESS 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 IS INSTALLED. 19' (o" BB A4 MAIN FLOOR PLAN SCALE: 1 14" = I 'd STAIR NOTES 1. STAIR CALCULATIONS ARE BASED ON A 9'-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- (16) RISERS A 1 1/4" FROM FINISHED TREAD TO FINISHED TREAD (15 RUNS @ 11" (12" FIN.). 2ND- (1(o) RISERS ca 1 5/16" 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 (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. 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 5/8" TYPE-X S.R. WALLS I CEILING, TAPED AND MUDDED. 8. MAINTAIN A MIN. OF (o'-8" HEADROOM CLEARANCE MEASURED VERTICALLY FROM TREAD NOSING TO NEAREST SOFFIT. 9. 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 RELIEVE POWER FROM THE PRIMARY BUILDING WIRING. FRAMING NOTE FLR ABV FOR ALL BEAM SIZES * LOCATIONS REFER TO STRUCTURAL FRAMING PLANS � ENGINEERING GALGS. DURING FRAMING CONSTRUCTION. NOTE- WATER HEATING SYSTEM, PER WSEG TABLE 406.2, SHALL INCLUDE GAS OR PROPANE WATER HEATER W/ MIN. EF OF 0.82. UNIT 105 SQUARE FOOTAGE: GRND FLOOR 294.0 SF MAIN FLOOR 189.8 SF UPPER FLOOR 118.2 SF TOTAL - 1802.0 SF GARAGE 482.2 SF UNIT 106 SQUARE FOOTAGE: GRND FLOOR 294.0 SQ C E IVE D MAIN FLOOR 189.8 SF` UPPER FLOOR 118.2 SF Oct 30 2023 TOTAL - 1802.0 SF GARAGE 482.2 SF CITY OF EDMONDS VELOPMENT SERVICES DEPARTMENT D E A S G v w 0 E K S. 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W 20 � QN ao Q� Q �f J O V/0 U� LL z �0 w2 Y 0 U w Q m m Cn w Cn W �_ v O O O Cf) U U U Z 11� Of O W W N W M ztt 0- It W¢ z a z ¢ z ow ow ow wg Wg Wg >_ o >_ 0 >_ o D_ U D_ U D U PROJECT 13-024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad rA"P-GCHs 7TECF-j? tSTALTE Q�J5��� OF WASe2NO�OI� 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. (a . C. W/ H2.5 TIE INSTALLED FOR EACH TRUSS - 1/2" GDX 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. ARCH. COMP. ROOFING -- R-49 INSUL. 5/8" S/R LID H2.5 TIE TO EVERY OTHER TRUSS RIGID R-10 INSUL. 4" X 10"" HDR. UNLESS SPEGIFIEL OTHERWISE 1X TRIM WINDOW � 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, 1" NAIL PENETRATION INTO JOISTS MIN. REQ'D. 1- 3/4"®X i- 1/4" LVL JOISTS 3/4" UDLX TfG 8D COMMONS (a (o" O.G. PLY PANEL EDGES, 8" O.G. ALL INTERMEDIATE FRAMING MEMBERS, 1" NAIL PENETRATION INTO JOISTS MIN. REQ'D. 1- 3/4" X 1- 1/4" LVL JOISTS (a (o" O.G. W/ R-21 BATT INSUL. OVER GARAGE L", r RIGID R-10 INSUL. OVER GARA OTHERWISE 1X TRIM J Q w m TRUSS SECTION SCALE: 1 14'' = I '-O" 2 TRUSS SECTION SCALE: 1 14'' = I '-O" 5/4" TRIM AROUND / WINDOWS, DOORS,: ti 1' 10 11' -1 1/4" AND CORNERS, TYP. 1X TRIM 2X(o EXT. WALLS W/ TRUSS SECTION l/1(o O.S.B. SHEATHING R-21 INSUL. � 1/2" S/R W 3 NAILED PER = Q SCALE: 1/4'' = I '-O" (o02.3 IRC 2X6 P.T. MUD SILL pL J fl- NO OPENINGS ALLOWED, TYP. PL. W/ 1/2" X 10" A.B. n TYVEK HOUSE WRAP 1, 71 (0 O.G. MAX. - 2 c!J 4' e" MIN 4' e" MIN (VAPOR BARRIER) 7" MIN. EMBED. iA W/ 1/1(o FIRE TREATED PLWD. W/ 7/16 FIRE TREATED PLW EXTERIOR SIDING `Q 0 VARIES, - HORIZ. #4 REBAR SEE ELEVATIONS 3" MIN. f 12" MAX. FROM TOP OF GONG. I 4" TIGHT LINE DRAIN PIPE FILTER F 1 1 /2" WASHED ROCKS W/ 4" PERF. DRAIN PIPE (2) #4 CONT. REBAR 0 El"o FOUNDATION SCHEDULE A-5' E - 24' MIN. F- I 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 Cad COMMON WALL SCALE: I /c-' = I -U SECTION SCALE: 1 14'' = I '-O" SECTION SCALE: 1/4'' = I '-O" ECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F-1 D E S I G IN 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 0.0 o Q } � �Q w 0 (f) z U0 � J rL z m r W C G Y 0 U w Q m m CnId 10 W v v Q a' _ N M 0 0 0 C U U U Z Of 2 W W N W M U) D- D- ztt D- It W ¢z az ¢z ow 0w ow wg Wg Wg >_ O >_ 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 "'MoIlegs,3,d ATE OIF WHINIOT®jI 3 STORY WALL W/ GARAGE SCALE: N.T.S. BB A4 1-3/4 X 7- 1/4" LVL JOIST I (o" O.C. I I I I I I I I I I I I•_ ��� SISTER JOISTS W/ 16! (3) ROWS OF _ — — _i I I UNIT 186 0C 10d NAILS — @ 12" O.C. ' I I I I I I I I I I I II Q ! BP FROM I I I HU111/51 1 1 1 I!c �x ABOVE J !jam jC I I I Bf� FRO TYFI) - I I I I I I .0 ' } � j jl D -- 1 1 ABOVE I IA�14/�� I I• _ o O I! o ' Lh ul Lh LIJ IJ Lh LIJ 4��C13 2 LB lh m n n n n n n n n n 1.1 r� x LUS1.88/11j — '� -i'I� - u_I x I I ✓�/ST� )�/- !;�alp —_ CX7' <— j; I I I I I I I I I I I Ij 4 CANTILEVER - -----=.I - } �— -- �\ •i - 0 1 jx I I I I I I I I I Ij !; z 1 I I I (TYPI) - /.3 I I I I I! j < m „ ------ 1Ij JU I I �I I I I I I I I I I I I I • - — - — - -_ - I I H�148I I I �I „ 1 7717 . I 6 13/4 (13 11 2 LB 1 1. _ r _ IJ IJ _ LI LI LI LI LI LI LI u LI LI W x� I!� j n n-- n n n n n n n n n n III ' Q� c_ jio B FRO ZI LA.88A'Igo •� I I 1jc N ! BP FROMm Wft 185 m ABOVE — o SISTER JOISTS W/ j I I I I 3 4 I I I 1 1 I II �' n �' 8" CRANTILEVE (3) ROWS OF 10d NAILS AA @ 12" 0. C. - - - AA ''' ' C- 6� !j � — I I I I I I I I I I I I co A4 C I! I I I I I I I I I I I I I 1-3/4" X 1- 1 /4 LVL JOIST (a I&" O.C. BB A4 MAIN FLOOR FRAMING PLAN SCALE: 1 /4" = 1 i0" FOUNDATION PLAN BEARING FROM ABV. SCALE: 1 /4" = I '011 STAIR NOTES 1. STAIR CALCULATIONS ARE BASED ON A 9'-1 1/a" 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. 1ST- (1(o) RISERS (a to 13/16" FROM FINISHED TREAD TO FINISHED TREAD 05 RUNS Ca II" 02" FIN.). 2ND- (16) RISERS Ca -1 5/16" FROM FINISHED TREAD TO FINISHED TREAD (14 RUNS Ca 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 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. i. ANY ENCLOSED USABLE SPACE UNDER STAIRWAYS SHALL BE 1 HR. FIRE RESISTIVE CONSTRUCTION BY MEANS OF 5/8" 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. 9. R303.7 STA11RWAY 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. D E S A G IN W v 0 K 5 H 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360) 527-2840 WWW.HAVEN-DW.COM @ COPYRIGHT 2014 Z W 20 � Qp a� z Q Q} �Q o 0 � z � Z o 2 Y 0 U w Q m m (n coU1 W w � I- Q � N o co O O O cn U U U Z W Of 0� 0 w w N LLI CI) Lu z Q z Q z Ilfow ow 0w >o >o >o of Of of PROJECT 13-024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad �3rA"P_Gr_'HS VI��(c®VT[��T tSTATE a"'"'"Q�5 OIF �N2NGTONI RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ROOF FRAMING NOTES 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 4XI0 #2 D. FIR UNLESS NOTED OTHERWISE 4. TRUSSES TO BE ENG. f CHECKED BY TRUSS MFG. f GENERAL CONTRACTOR BEFORE INSTALLATION 5. PLACING OF GIRDER TRUSSES BY MANUFACTURER (IF USED) ro. 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.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). YE gg SOFFIT SLOPED CEILING A4 TO FOLLOW SLOPE OFFF7MONO TRUSS (a 24'BOTTOM CHORD 4'-10 1/6" PLATE HGT - - - - - - - - - RAKE WALLS -\ rtl I i L L,III III III J 2X10 Ca 24" O.G. @ SLOPED GLG, TYP, _ HANG FROM G.T. (o'3" PLATE HGT - SOFFIT SLOPED CEILING TO FOLLOW SLOPE OF - BOTTOM CHORD AA A4 4'-10 1 /8" PLATE HGT " �1QJ17 �' Off' NE 31P`�` �•1 - �•I / ---- --- - 4" O.G. - — - — - GIRDER TRUSS T 5EE oe!5W6 31 A4 - -- ----- — - — - — - — - — - I GIRDER TRUSS Ca 8'-1 1 /8" PLATE HGT SEE DWG 2/A4 I �w � � Il IIII IIIII IIIIIIIIIIII �i 'IVIII I 1 1 11 . � �eia 1, ► • I MEW -----`--------- �►������ IIIIII IIIIII � - ��-����� a �� WO I I .- OF 5EAM - - �1 � I�ii�is� � � � I►� ', ��.' � IIII `IIIIII IIII v i•Ilil �liiiiii liiiiii (IIIIIIII ^, 1/111111 �� I � ��� � ��� r IIIIIIIII111 , IIIIII IIIIII II , � ::►-ram _--..+��.����_�.� �--�-�w 1 10" NO TRUSS (a 24" O.G. BB 0 ro'-3" PLATE HEIGHT A4 BEARING BEARING FROM ABV. ROOF FRAMING PLAN SCALE: 1 /4" = 1 '0'� I BB A4 HU7 (TYP) 1-3/4' X 1- 1/4" LVL JOIST 0 Ito-" O.G. q_ 3' 10 3/4" I I I I I I I I I I I I I I I• c Eli j m C - I I I I I I I Sr � ��, I I I I I I I I•= g" N '6 0C �� I I I I I I I!� -'- 8" CANTILEVER 'x;� • I 1EARIGPOST I I I I I I I I I I;C w -j >o16U04„ cn ! 1 f ROM ABOVE IB I I o I I BW I I I I I •� oW__ I, I BL JOIST I I I I I I I Lc - -r - %� (� r x----------� .1----- UNIT 10�o LS1.8j I I II� �__—� x m < t I 00 CD oCD I p NO I I joFFA GEI IC ING I H S5.25/1 IBEA91NG I I TO 50TTOtMt1 OF IBEA LW � 5 1/8 x1 » G HGUS5 25 1( C— — INSTALL APPD 2X10 Ca 24" O.G. 0 SLOPED GLG, TYP, HANG FROM G.T. BLKG @ CANT - — - — - — - --- r=La I I I I I! m pEARIN4 PT FRO A V ......: NSTALLEc� INSTALL APPD 4 — _ — _ — _ PIP D _ ! -\ I I I I �� jc - BLKG @ CANT B G @ (2 BP ROM I Lh Lh Lh Lh 1 8"x12" GL• _ H US5.2 0 r ABO E\ INO I I I /�pFr-4 GEIIIIIN -- v A ---- 1 1 1 1 I< TO BOTTOM S - HGUS5 5 17 ; - LO - I IBEARIING I I I LW { III CD -X I o i _____ ___I sp m I I I I I I!� `w —4 J V T r L I I 1 ------ - ----. - I UNIT e5 I I I�GUS 1 I�� � —Y DBL JOIST I I I I I 1 11 1 1 X� ! I I I I I I „I I I I I - I' x v> 6 3 I /4 x15 GLB m _ j x6 POST I �I� I BEARING - I I I I I I I I I I I c co 2 - m j ROM I ABotE I I I I -H 1.8 I I I CD � I!= - - � I;= . �; I I I �I J I I I I I I I I I•c _ I CANTILEVER AA �AA-'-'-'- A A4 4 — -! -- I I I I I I I I I I I I I IIC A4 O II IIIIIIIIIIII;C Z � I I I I I I I I I I I I I I I I• w 1-3/4X 1- 1/4' LVL p JOIST 0 1 ro" O.G. 3' 10 3/4" SIS�(2)1 �(e. LE 1 3/4 X 1 1�'EAMS W/8" X 3") NAI" O.C. BB A4 U PPE R FLOOR FRAMING PLAN SCALE: 114" = 11011 STAIR NOTES 1. STAIR CALCULATIONS ARE BASED ON A 9'-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. 1ST- (1 ro) RISERS (a to 13/16" FROM FINISHED TREAD TO FINISHED TREAD 05 RUNS Ca II" 02" FIN.). 2ND- (1 ro) RISERS I'a 1 5/1ro" FROM FINISHED TREAD TO FINISHED TREAD (14 RUNS Ca 11" (12" FIN.). 3. USE (3) 2X12 #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 1 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. 0 ro'-3" PLATE HEIGHT _ BEARING BEARING FROM ABV. = 2Xro OVERFRAMING OR ALT. FRAMING FRAMING NOTE FOR ALL BEAM SIZES * LOCATIONS REFER TO STRUCTURAL FRAMING PLANS � ENGINEERING CALLS. DURING FRAMING CONSTRUCTION. ■ ■ E S +v N w v 0 K E S P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360) 527-2840 WWW.HAVEN-DW.COM @ COPYRIGHT 2014 Z W 20 � QN a a0 Q} � �Q Z � Q 0 0 LL V z °o �0 2 LL Y 0 U w Q m m (n coUW 11 � v w Q � N � O O O U U U U Z W Of 0� 0 w w N LLI CI) Cl) a. a-� a-zl* Of Qz Qz Qz ow ow 0w >o >o -0 of U Of U of U PROJECT 13-024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad �3"APERSTOTE&F-D ke' M' HegsladE OIF WbASDiIV�'TON RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 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 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 MIL. VISQUEEN, 2" RIGID IN5UL. I 4" GRAVEL !In COMP. SOIL M ih eJ AS INp�GgTE 50N 4NS BTM. OF FOOTING MIN. IS" BLW. GRADE 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 I„ 8 A BTM. OF FOOTING MIN. 18" BLW. GRADE 2XI0 GDR. BELLY BAND W/ PAINTED Z-FLASHING ABV. (OPT.) 2X6 P.T. MUD SILL PL. W/ 1/2"X10" A.B. Ca roe" f4PZ1Pl@pxO.GN MAX. I I" MIN. EMBED - (oOR 8 STEM WALL, AS INDICATED ON PLANS 3 4" TIGHT LINE ------------------ DRAIN PIPE ML I cm rHo�IC. --- GRAVEL FILL W/ 4" / -- PERF. DRAIN PIPE / (2) #4 CONT. REBAR G SLAB ON GRADE FOOTING SCALE: N.T.S. I I 4 2" 6 m m m � m a) m nn 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 PPRO)(FIN. GRA - - ro" OR 8" STEM WALL, ---------------- -- AS INDICATED ON PLANS I 3 _AjIljpm;� 4" TIGHT LINE I DRAIN PIPE I�-------- -- - -------FILTER FABRIC - --- GRAVEL FILL W/ 4" l� ))�•------- PERF. DRAIN PIPE s �NUIGgT PANS p 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 60" 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 c .S MIL. V15QUEEN,' 2" RIGID IN51JL. 4" GRAVEL ...... ...... ...... ...... ... ... COMP. SOIL BTM. OF FOOTING ------------ -- MIN. 18'" BLW. GRADE INDICATED ON ff�7-�-o(2) #4 GONt. REBAR B. A FILE NO. WP 3820 I I GENERIC 2 HOUR 55 t0 59 STC FIFE SOUND 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 mails, 17?8" long, ()_086" shank, 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, 2ara" long: 0_100" shank, 1/4" heads, 8" o_c_ Joints staggered 1 " each layer and side. Sound tested with 31/2" glass fiber insulation -- sta a ne sI e h nails for _.�� " o_c_ orizontal bracing required at mid -height- (LOAD -BE ) 1 -X 1 5iy R302.4, DWELUNGUNIT RATED PENETRATIONS: THROUGH PENETRATIONS OF FIRE- 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, 1 D314m 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. Rre St' See WP 4135 PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP (FM WP 30, 0-7-74; SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 514 OR UL 1479 WITH A U L F24024 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: NC 3066, 4-7-70 OR FLOOR/CELING ASSEMBLY PENETRATED. AP c-. -. • _ 11 w - • - E WR 3820 SCALE: N.T.S. 2' 0" 2' 6" 2 (0" EF a) A) M 0 ro m n n to N N N A A' B C D 264e SH. TEMP. 264e SH. TEMP. 3036 HV. 505e HV 2040 SH. 2 ro t2' 6" m - ❑ m� II I - Ln Q Ln m ,n m •� m �n m N N N M N O P Q roe5e HV. 6e4e HV. 2640 FX 264e GAS 164e XOX I)WI N DOW TYPES AND SCHEDULE E F G 265e SH. 265e FX. 305e 7" ro 4' 0" N R 4e4e HV 1' ro" 2" 0 5" 0 � m N m 'v H 1616 FX 2XoEXT. WALL W/ R-21 INSUL. 1 /2" S/R 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 ® Z Cro MIL. VISCUEEN, 2 RIGID IN5UL., WHEN UNDER LIVING SPACE), 4" GRAVEL IIIl1-IPI+.,,_„ uql ' " Ilnlr FILTER FABRIC GRAVEL FILL W/ 4" PERF. DRAIN PIPE 4'" TIGHTLINE DRAIN PIPE Exceptions: 1. Membrane penetrations of maximum 2-hour fire - resistance -rated walls and partitions by steel elec- trical boxes that do not exceed 16 square inches (0.0103 m�) in area provided the aggregate area of the openings through the membrane does not exceed 100 square inches (0.0645 m�) in any 100 square feet (9.29 zn)z of wall area. The annular space between the wall membrane and the box shall not exceed '/, inch (3.1 mm). Such boxes on apposite sides of the wall shall be separated by one of the following: 1,1. By a horizontal distance of not less than 24 inches (b 10 mm) where the wall or partition is constructed with individual noncomrnunicating 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 m 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, 4' 0„ t t N I J K L 2e2e 5040 HV. 164e XOX 4e26 HV AWN. OBSC. 2e2e AWN 4' 0" m ;n 2 0" N m m � Q) T U V 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. > ro0" 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. 1 2Xro WE) FASCIA W/ CONT. ALUM. GUTTERS FLASHING (1) SDS 1 /4"x6" SIMPSON SCREW EA TRUSS \ FLASHING 12 4 HANGER PER TRUSS MANUF EYEBROW ROOF SCALE: N.T.S. BLOCKING FLASHING TRUSS, 24." O.G., SEE PLAN R-21 INSULATION WHERE APPLICABLE 1 /2" �. VENTED SOFFIT 2Xro EXT. WALL, R-21 INSUL. WINDOW SCHEDULE BLDG. 105/10ro MARK TYPE LOCATION HEADER HGT. UNIT SIZE OPENER MULL 1 A Ie5 STAIR 1' ABV. LANDING 264e TEMP. SH 2 A 10ro STAIR I' ABV. LANDING 264e TEMP. SH 3 ID 10ro KITCHEN I"- 9 5/8'" 2e4e SH. 4 D 10ro KITCHEN 1"- 9 5/8 2e4e SH. 5 C I ero LIVING I'- 9 5/8" 505e HV ro G 10ro LIVING 1'- 9 5/8'" 505e HV 1 G Ie5 LIVING I'- 9 5/8" 5e5e HV 8 C Ie5 LIVING I'- 9 5/8" HV 9 D 105 KITCHEN 1"- 9 5/8 2e4e SH. 10 D 105 KITCHEN 1"- 5 5/8" 2e4e SH. 11 M 105 DINING I'- 9 5/8" &05e HV 12 A Ie5 STAIR I' ABV. LANDING 264e TEMP. SH 13 N 105 DEN I"-'35/8'" 6e4e HV 14 N 10ro DEN I'- 9 5/8" roe4e HV 15 A 10ro STAIR I' ABV. LANDING 264e TEMP. SH I ro M 10ro DINING I'- 9 5/8" roe5e HV 11 V 10ro BED 3 ro'- 9 5/8" 4020 HV 15 P I ero BED 3 ro'- -3 5/8" 265e GAS 19 G 10ro BED 2 ro'- 9 5/8"" 5050 HV 20 O 10ro BED 2 ro'- 9 5/8 2640 FX 21 O 105 BED 2 ro'- 9 5/8" 264e FX 22 G 105 BED 2 ro'- 9 5/8" 5e5e HV 23 P 105 BED 3 ro"- 9 5/8', 265e GAS 24 V 105 BED 3 ro'- 9 5/8 4e2e HV 25 1 105 BATH ro"- 9 5/8" 2020 AWN. OBS 2ro A Ie5 STAIR 1' ABV. LANDING 264e TEMP. SH 21 Q 105 M. BED ro'- 9 5/8" 164e XOX 28 Q I e& M. BED ro'- -3 5/8" 164e XOX 29 A 10ro STAIR 1" ABV. LANDING 264e TEMP. 15H 30 I 10ro BATH ro'- 9 we" 12020 JAWN. OBSC RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L-1 D E S G N W 0 R K H 0 P 34J0 VFDEBeBOnE BOVD I=EBWDVFE' MV a9519 (300)05_�-58,t0 MMM'H` AEVl-DM'COW © COPYRIGHT 2014 (n Z W � �O QN ao Q} �Q U� z �0 w� Y 0 U L�1 Q m m cU) cU) M w �_ :12o5 o co � it w w w 0 0 0 z a� Of 0 W W N LLIM U) D- D- ztt D_ It w ¢z az ¢z w ow 0 W wg wg wg O O LO ???O 0_ U 0_ U 0_ U PROJECT 13-024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad FA"P_GCHs TECF-®VT[�� te�fl� �o �Q�Jg13A sT SCALE: N.T.S. MST FROM ABOVE 21'-5" ISM MST FROM ABOVE I HDv HDQS WI I �c DBL STU D 6x6 #2 DF MST FROM END Cn M END CHORDS I ABOVE �. I & 3x6 PT SILL - ------ ENTRY i 11'-6• MST FROM HDUS WI ABOVEI DBL STUD S wS ca— — — — — — — — — — — — — — °' CO) l ---------��—�— — — — sw+ HDU5 WI MST FROM I DBL STUD ABOVE 11'-SY IL I 31 TI yl MST FROM ABOVE I I I I I I ; ENTRY MST FROM Sw5 ABOVE 5 •-2 II UNIT 106 2 CAR GARAGE 20'-0" HDU4 W14x6 #2 DF END CHORDS & 3x6 PT SILL SWS -------------- ------------------------- sws HDU4 W14x6 #2 DF END CHORDS &Ir 3x6 PT SILL 20'-0' UNIT 105 2 CAR GARAGE HDQ8 WI 6x6 #2 DF END CHORDS &z 3x6 PT SILL 5wS Mal GROUND FLOOR SHEAR WALL FLAN SCALE:114'=I'-O' MST FROM ABOVE SHEAR WALL SCHEDULE 0 (D �D Q a Q WALL EDGE HOLD ANCHOR END ABUTTING SILL BASE PL SILL PL DESC. PANELS NAIL DOWNS BOLTS CHORDIS� PANELS 7 PL s CONN. CONN. SWS 7116" 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" ox. 518" DIA. @ 16" o.c. SW02 7116" OSB ONE SIDE 8d @ 3" SEE PLAN SEE PLAN DBL 2x6 DF 3x6 2x6 (3) 16d @ 8" ox. 518" DIA. @ 12" o.c. SW03 7116" OSB ONE SIDE 8d @ 2" SEE PLAN SEE PLAN 4x6 #2 ❑F 3x6 3x6 (3) 16d @ 6" o.c. 518" DIA. @ 16" O.C. VM No. 13397 NOTES: 1. ALL EXTERIOR WALLS SHALL HAVE X" 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" ox. MST60 FROM ABOVE 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. M 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. I I DBL TOP PL A PANEL MST FROM ABOVE INTERMEDIATE B EDGE NAILING NAILING (SEE NOTE 3) f•i :.::. ::: :'• :: :..:.: :. :.:.I•I. .: .. .I .. :. .... {.;. 1 I: f . :1•.'• END CHORD { I ABUTTING ill: .I. S,. ,,;. INSTALL 2x FLAT BLOCKING PANEL -- NO IL 7 A .:.: {� � @ALL PANEL EDGES MST FROM -' _ j : 'i . B EDGE NAILING ABOVE :. . .. .: .. r - - �•;•C HOLD-DOWN {..i ,a,■ o 1 .1 40 B EDGE NAILING • - Yd a MST FROM I ,.,• .-. r •1•° �+: 4�• a• P.T. SILL PL ABL7G E PLATE WASHER : � ' y .. � ' ' . •. + ; < : � : '.d • (BLOCK OUT CONCRETE • :. .. •y • AS REQUIRED FOR .' .�. • , .:. �' = . '. ; • Y . ` 3x6 SILL) ANCHOR BOLT ❑ e ANCHOR BOLT j SHEAR WALL LEGEND SCALE: NONE � kn • M W M Q A A RECEIVED r{ Oct 30 2023 CO CITY OF EDMONDS DEVELOPMENT SERVICES O M z � - ! z by DEPARTMENT I'-, _/) NnTF 1. SEE DWG S5 FOR SHEAR WALL SCHEDULE. Q 3 151-11 151-7 N e 1-71 sws --- sws--- s1-r UPPER FLOOR SHEAR WALL PLAN SCALE: V4'4'-O' sws sws J "4 1V1I Sws sws MAIN FLOOR SHEAR WALL PLAN SCALE 1/4'4'-0' MST60 WI 4x6 #2 DF END CHORD - MST60 WI 4x6 #2 DF END CHORD OUTLINE OF FLOOR ABOVE MST60 WI 4x6 #2 DF END CHORD MST60 w/ 4x6 #2 DF END CHORD MST60 WI 4x6 #2 DF END CHORD MST60 WI 4x6 #2 DF END CHORD s n � � kn I M •P � o M y� A A VLI 1 z w 20 C4 r 000 '*-s L a 0 CIS Q >m r4 L ■ 000 Q Cnr^ o O a� w U w �O w2 Uw � Q QmU D RECEIVED a� r--i Oct 30 2023 Co CITY OF EDMONDS DEVELOPMENT SERVICES D z Co z by , DEPARTMENT ti r—i A _^