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APPROVED PLN BLD BLD2023-1362+PARTY WALL INFO +10.27.2023_12.41.33_PM+3866260BLD2023-1362 Party Wall Documentation For 23230 #101 Edmonds Way and 23230 #102 Edmonds Way Original Building Permit: BLD20140240 Plat: PLN2023-0047 Brackett Court Unit Lot Subdivision Architectural Plans Brackett Court Apartments Edmonds Way 101/102 PROJECT 13-024 DRAWN BY S. Clayton DATE 3.11.14 CHECKED Sean Hegstad RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT City Of Edmonds Building Department ------------------- Work : =SFR COMPLIANCE --------------------------------- Address 23230 EDMONDS WAY 102 Owner BRACKETT COURT ------- ----------- --------- Approved Date 11/15/2023 Building Official i p -w. K OTiLcL[L ----- ----- Permit Number BLD2023-1362 ------------------------------- APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED BY PLANNING Dec 22 2023 APPUGABLE BUILDING CODES: 1. 2012 INTERNATIONAL RESIDENTIAL CODE, 2012 INTERNATIONAL BUILDING CODE 2. WASHINGTON STATE ENERGY CODES (INCL VENTILATION f INDOOR AIR QUAUTY (VIAQ) 3. WASHINGTON STATE AMENDMENTS AND ORDINANCES BUILDING DATA SEISMIC ZONE D OCCUPANCY GROUPS R1 RESIDENTIAL CONSTRUCTION TYPE V-B Sheets C1, A2, A3, and S2 Attached Edmonds Inspection Forms from BLD20140240 Attached 1 r �, -7/2r f, /l, "• . 1 r Tom. ,RECEIVED Oct Oct 30 2023 • CWAR ED SConstructon Pro reD�ENTVj� 1 d City of Edmonds 121 5th Ave N Edmonds WA 98020 Call 24 hours in advance for inspections B -building: (425) 771-0220 ext 1333 F - fire: (425) 775-7720 E -engineering: (425) 771-0220 ext 1326 P - planning: (425) 771-0220 Project: TWO-FAMILY DWELLING - MECHANICAL AND PLUMBING INCLUDED - UNIT 101/102 Permit #: BLD20140240 u " Project Address: 23230 EDMONDS WAY, EDMONDS.- Parcel #: 00555300100902 Owner: KAUTZ ROL'TL LLC ' TERRA Contractor: PCMI LLC Lender: PROPERTY `A' 4224 Dewey Rd CIO STEVE PRICE 3 Bellingham WA 98226 PO BOX 31097 LICENSE # PCMILL*871 CD EXP 02/04'2015 SEATTLE, WA 98103 Construction hours are lam - 6pm on weekdays, loam - 6pm Saturdays. INSPECTION INSPECTOR DATE COMMENTS ri►eway Form & Slope Ver. ftf-- 1 M 7_ gineering Final B-Preconstruction meeting B-Setbacks "ty:� , r t � _ �r _ S B-Footings _!iuow `}V) f B-Foundation Wall ' B-Foundation Drainage r B-Slab Insulation B-Plumb Rough In B-Gras Test Pipe B-Mechanical Rough In • �� �4rl ' B-Eolerior Wall Sheathing/Nailing j 1 B-Roof Sheathing ¢. B-WindowFlashincy g �� '�yr'1- B-Height Verification B_-Fire Stopping B-Framing B-Interior Wall Sheathing/Nailing qt 0 B-Wall Insulation/Caulk- rY B-SheetrockNail.Sp l� ire Stopping i B-Building Final RECEIVED Oct 30 2023 Inspections $'� p� �gb�3L 201402 0 232 0 Edlmonds ay � CITY OF EDMONDS EVELOPMENT SERVICES Status Insp, ID Description 1044 E-Driveway Fonn & Sloped;r, DEPARTMENT 1077 -Engineering rt roan 1101 B-Preconstruction meeting Inspection: /2 /2 15 CMP "ice 1 - -Setbacks In pcctiow t /23.i201.5 I I - _- Inspection-, 08/2 /2 t15 COM Not ready, pre -con only Inspection: /2 /2 15 CMS 1110 B-Foundation Wall Inspection. /2 /201..5 CMP 111 /2 B-Foundition Drainage Inspection: 10/ 14/2015 CMP 111 1 w 1 b Insulation Inspection: 121 5!2 5 CMP 1120 -Plumb Ground Word Inspection; 1 /2 /2 15 I. M V 1126 B-Plumb Rough In nspectz ; 07/ 1 /2Ck l t�CMP y gp Inspection: 07119/2016 CORLost zest Inspection, 09/22/2 16 CMP ol 1130 B-Mechanical Rough In Inspection. 07,1 /2016 CMP 1132 -E tcrior Wall SheatbingiNailing Inspection; 6/17/2016 COS Re -nail over penetrated areas Inspection: 061 /2t 16 CMP 1133 B-Roof Sheathing Inspection: 2/ 212 16 Inspection: 51 4/2t116 CM 1135 1 - inflow Flashing Inspection; 122; 2116 CMP ,0� 114 I -Height Verification Inspection: 06/24,12016 COR Inspection, 06r2 /2016 CMP 1141 I -Fire Stopping RECEIVED Oct 30 2023 Staws spp, Description CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Inspection; /22/201 V 1 142B-Frarning Inspection-, 07/22/2016 COR:AEI, no oneon site. Inspection- /1 /2 1 1) No road or plat access due to trenching. Inspection', /22/2 1 M 1144 -Interior Wall Sheathing/Nailing Inspection: /22 201 MIS 114 n l 'Insulation/Caulk Inspection: 09/22/2016 CMP 1150 B-Sheetrock Nail 1158 B-Buitding Final Inspection: /2 ,2 16 COM verify WSEC R406,2 compliance path RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSTRUCTION SPECIFICATIONS 1. GENERAL NOTES: A. SEISMIC DESIGN CATEGORY D B. WIND EXPOSURE AND SPEED 90 MPH, EXP. C. SNOW LOAD fa 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 STEEL: TO BE AS SPECIFIED THICKNESS CALLED OUT ON DRAWINGS AND TO BE DETAILED AND PLACED IN ACCORDANCE W/ BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND TO BE DEFORMED STEEL BARS CONFORMING TO ASTM A615, GRADE 40. D. CONCRETE: SHALL BE OF "READY -MIXED CONCRETE" AND SHALL CONFORM TO ASTM C94 (5 SACK OR BETTER) AFTER CONCRETE HAS BEEN PROPERLY CURED IT SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI UNLESS OTHERWISE SPECIFIED. E. PORCHES, CARPORT SLABS, AND STEPS EXPOSED TO THE WEATHER AND GARAGE SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF NO LESS THAN 3000 PSI PER IRC TABLE R402.2 3. FRAMING: A. FLOOR: TO BE FRAMED IN ACCORDANCE W/ SPECIFICATIONS OF DRAWINGS. - AND TO HAVE ALLOWABLE FLOOR LOAD AS SET FORTH IN IRC SEC R502.3 AND R502.3.2 - ALL STRUCTURAL MEMBERS OF FLOOR TO BE PROPERLY SET AND FASTENED IN ACCORDANCE W/ IRC. STRUCTURAL LUMBER TO BE #2 DOUGLAS FIR OR BETTER. B. WALLS: EXTERIOR WOOD FRAMED WALLS TO BE 2"XE" DF-L #2 W/ STUDS (a lE" 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 16" O.G. STUD HEIGHT TO BE AS SHOWN. - INTERIOR BATHROOM WALLS W/ EXTENSIVE PLUMBING FIXTURES MAY HAVE 2"XE" 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 112" 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 1, RE02.3 (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 WEATHERSTRIPPING B. ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED TO UNCONDITIONED WALLS ; 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 SONES% SHALL BE MET WITH HEAT RECOVERY VENTILATION SYSTEM IN ACCORDANCE WITH SECTION M1508.1 OF WSRC. 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-35 INSULATION FLAT ROOF/CEILING TO HAVE MINIMUM OF R-49 INSULATION ROOF/CEILING W/ ADVANCED FRAMING: TO HAVE MINIMUM OF R-35 INSULATION. B. FLOOR: R-30 INSULATION A FRAMED, R-10 (a SLAB ON GRADE C. WALLS: R-21 INSULATION D. ALL EXTERIOR WALLS: TO HAVE EITHER VAPOR BARRIER, (A) OR (B) INSTALLED PER MANUFACTURER'S SPECS. WITH WINDOW � JOINT TAPE -A. TYVEK HOUSE WRAP *PREFERABLE -B. TYPAR HOUSE WRAP 6. FLASHING: A. CONTRACTOR � 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 905.2.5 / IRC 905.4.E OTHER FLASHING - IRG 905.2.5.4 FLASHING $ COUNTERFLASHING - IRC 995.3.5 WATERPROOFING WEATHER EXPOSED AREAS, I.E. DECKS ; 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 (1620 MM) FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (1E2 MM) FOR EACH 45-DEGREE (0.5 RAD) BEND AND 5 FEET (1524 MM) FOR EACH 90-DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. (M1502.(o) 2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, SPARK, OR FLAME SHALL BE LOCATED A MINIMUM OF 16" ABOVE THE GARAGE FLOOR (IMC.304.3) 3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDING E FT. IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. (IMC.504.E) 4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER FOUR FEET TALL SHALL BE STRAPPED DOWN TO PREVENT OVERTURN IN AN EARTHQUAKE. (UPC.5e5.2) 5. 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 6" ABOVE THE GROUND, POINTING DOWN. (UPC.605.5) 2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. (UPC.501.4) 3. PROVIDE AN APPROVED BACK FLOW PREVENTION DEVICE AT ALL HOSE BIBS. CUPG.E08.4.1) 4. PROVIDE A GLEAN -OUT WHERE BUILDING DRAIN AND BUILDING SEWER LINES CONNECT. (UPC 119.1) 5. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL. (UPC.101.4) BRACK TT COURT ART UNITS 101 & 102 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. FERN DALE, WA 98246 (360) S27-2840 SEAN@HAVEN-DW.COM 23220 EDMON DS WAY EDMON DS, WA 98026 CONTRACTOR Kim SINGH PCMI, LLC PO BOX 30035, BELLINGHAM, WA 98228 (360) 303-8572 SINGHASONG2@MSN.COM STRUCTURAL ENGINEER DAMON VAN DEN TOP DVDT ENGINEERING 29S 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 SECTIONS S1 FOUNDATION, FLOOR, AND ROOF FRAMING PLANS S2 DETAILS S3 SHEAR WALL PLAN S4 SHEAR WALL PLAN H E 5 G N W 0 R K S H P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360) 527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W �N O Q� a° Q� w LU w pC) > o U z �0 57 wo UW Q In m Lu F- Q U) z O Lu PROJECT 13-024 DRAWN BY S. Clayton DATE 3.11.14 SCALE As Noted CHECKED Sean Hegstad 8113FEG,S�LFCDDVTCCS� kI� MoHQggT,3,d E OFWAS04 I�T014 RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPLICABLE BUILDING CODES* I. 2012 INTERNATIONAL RESIDENTIAL CODE, 2*12 INTERNATIONAL BUILDING CODE 2. WASHINGTON STATE ENERGY CODES (INCL VENTILATION t INDOOR AIR QUALITY (VIAQ) 3. WASHINGTON STATE AMENDMENTS AND ORDINANCES BUILDING DATA, SEISMIC ZONE: D OCCUPANCY GROUPS: R1 RESIDENTIAL CONSTRUCTION: TYPE V-B LEGAL DESCRIPTION: LOT S, BLOCK 1, RIDGE ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUMES OF PLATS, PACE S1, RECORDS CF SNOHOMISH COUNTY, WASHINGTON; EXCEPT LHE WEST 1N FEET THEREOF; AND EXCEPT TTHAT PORTION, IF ANY, IN STATE HIGHWAY 1-W; AND ALSO EXCEPT THAT PORTION DEEDED TO STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 21'53205. SUB..ECT 7O 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 1 WITH HEATING BY ELECTRIC) 1. ROOF INSULATION = R-4S MIN., R-38 A VAULTED CEILING. 2. WALL INSULATION = R-21 MIN. 3. PERIMETER SLAB INSULATION = R-10 MIN. 4. ALL GLAZING = U VALUE MIN 0.32 5. PROVIDE VENTILATION SYSTEM CONNECTING ALL TOILET ROOMS f LAUNDRY ROOM. VENTILATE KITCHEN SEPARATELY PER WA. STATE VIAQ. 6. ANY DESIGN ALTERNATES TO BE SUBMITTED AND REVIEWED FOR CONFORMANCE. CODE NOTES I. 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 ; 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 t CEILING r-i"SHES,(TABLE 803.$) CLASS C (FLAME SPREAD 1&-200) ALL BLDG. INSULATION REQUIRES A FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPMENT RATING OF 450. (SECTION 120k THE INSULATION 19 REQUIRED 7O BDE LISTED $ 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 11-1. 5, ALL GLAZING WITHIN 16" OF ANY DOOR JAMBS 7O BE SAFETY GLAZING MATERIALS. 6. PROVIDE SMOKE DETECTORS IN EACH BEDROOM AND ADJACENT HALLWAY, INTERCONNECT EACH ALARM. (R314.3) 7. 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 2O]2 INTERNATIONAL BUILDING CODES AND WASHINGTON STATE AMENDMENTS, 2. ALL ELECTRICAL, MECHANICAL, PLUMBING, $ 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 SUB -CONTRACTOR TRADES. PROVIDING WEATHER -TIGHT SEALS, FLASHING AND CAULKING AT ALL CONNECTIONS AND PENETRATIONS AND ROOF SYSTEMS. REFER TO IBC SECTION 1405.2 11503 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 OWNERIDEVELOPER 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 CHANGEWCORRECTIONS MADE BY ON SITE INSPECTION DURING THE COURSE OF CONSTRUCTION OR FOR DETAILS AND SPECIFICATIONS NOT INCLUDED. b. THE CONTRACTOR SHALL_ UTILIZE CONSTRUCTION TECHNIQUES AND PRACTICES STANDARD AND ACCEPTABLE 7O THE CONSTRUCTION INDUSTRY. THE ARCHITECT DOES NOT ASSUME LIABILITY OR RESPONSIBILITY FOR METHODS OF CONSTRUCTION DETAILS NOT INCLUDED IN THESE CONTRACT DOCUMENTS, 1. THE ARCHITECT HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS WORK, THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ARCHITECT SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR OR SUBCONTRACTOR OR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY BY ANY PERSON. 8. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH AFFECTED WORK. 9. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROPER COORDINATON OF THE WORK OF ALL TRADES AND SUPPLIERS, AND 7O INSURE THAT ALL OPENINGS FOR CONDUITS AND SLEEVES ARE PROVIDED FOR AND PROPERLY LOCATED, COORDINATE WITH SUBCONTRACTORS $ SUPPLIERS. I*. 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 7O 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. 6. 0' WOOL) FENCE 4 _. EXISTING FENCE (0 A 1 Xc, ' N , ❑ . 3' W 0 F - f� A Am I PROPERTY 6.0' WOOD FENCE CORNER) (0.25'S OF CORNER) - 7�� r 1 ryi 7 Q_ x x - X. 4 r _ x x x . �a ■ ■-+ a ism• _ .- AREA DF SAND F1L7E VAULT '' •�' 10' 4" 11' 0'1 gg 1010, �_ `•_ :I `ON LINE) q 38"FIR + 4 61.90' 4 WALKWAY 0 FENCE _ ! . - - - - ---& - - s • SEE CIVIL FOR SIDEWALK �- - - - . _ . y ` I NO PARKING- LEL 375.7' 1L 315 , 4-. . `� _ LOCATION SHAPE , S 0 F _ FIRE LANE SIGN I R N E R) `x 15 4 EL: Vs � � � . � i � � , I 15' 0� � . � ELECTRICAL � � . � . � . firg,�, 8� ' 4 TRANSFORMER /TOP=,374.04 1 �I I - P� TIO ' � w < 24X24 I 3 UNIT 108 1 y f UNIT 1 '* ADDRESS 23a24 �v jy + I, ADDRESS 23a22 sr • ` 3 $ED a GAR r 2 BED / 2 GAR a UNIT SF UNIT 5F 24�0� a f ` , • 45M SF 590 5F z GARACxE GARAGE �5.2 PAINT CUBS A 15.1 3 �/ 3 FF / a l COLOR SCHEME A _ YELLOW,,FOR t�fRE LA 1� r_of_.OR SGNEME � l DELIN1 ATION,/tYP... � 5`X3'-3 I 3 g_ ' A5 V" TYPG ► I D � PATIO, TYP, r -� _ I VE WA K 1 ■ I =A1•lo-f ICN • i . 4' SW t �,Il�l L I , s �i ?K �,b-� I j 6' PRIVACY FENCE s UNIT ADDRESS 23222 WI 3' OF RET. WALL, TYP _ = NO PARKING �; 2 BED 1 2 CAR ADDRE55: 23224 ._ = ". P�IR1R ,LANE" SIGN ` L 9 i -150 5F UNfT 3 BED 1 2 GAR f i:• , I I 1 406 SF NA3c'3'it! 1" ■ ! z 1-124 Sr- UNIT 7, I I 'AiLf!-M (CMN) , � GARACxE � � "v 451 5F 4� E alb g FF 0 315.5 . . - = ' GARAGE - 3110 COLOR SCHEME B � d' WALKWAY ST A. _ - -- �t FF A 3,15.2 a - �� EL- 311.0' m r_oLOR 5GHEME A L s - {� I G E_ 3-I1 I' NO PARKING- ' ,� I I /'FIRE LANE" SIGN t� x P , _ �, 38 FI R 154,. u. J N ARKING- v 4' WAL1CUiArRE LANE" SIGN PAINT CURBS • `� ' 1- I PAYED YELLOW FOR FIRE LANE _ - `� DRIVEWAY DELINIATION, 7YF7. •5,: ; !~ ,. 15' 4" EL NEW (o' I �x ; WOOD �r �r "NO PAR1� FENCE 1 �, ❑„ I / SB 1 UNIT 1 I'v I �44 "NO PARKING- - I FIRE L IE ADDRES5' 2322rc �� 1 FIRE LANjV- Sicf -- ti 3 BED 2 GAR -_ '; _ Y - 1724 SF UNIT I � WALL LIGHT, 7YP. "NO P t__ - '� 451 5F BEE L5 FIRE NE" 15:dN5 GARAGE i LI N K FENCE •FF - A 315.5' PAINT CURBS 1, L 31140 r_oLOR SCHEME B � YELLOW FOR FIRE LANE ] PROP, LINE) r DELINI ATION, TYP. 4P� � z I-- - 27' 1 . # I I I I "NO PARKING - ro' PRI V AGY FENCE 11 UNIT 1 FIRE LANE" SIGN WI 3' OF RET. WALL, TYP �� =� ADDRESS: a32ary ro' TALL WOOD l 3 BED / 2 CAR FENCE WI (2) 4 ■ 1124 5F UNIT - - - DOORS 1 451 5F GARAGE _ 240" -�- • FF 0 375.5 _ -� 1 CMUICONC RETAINING WALL I r Of OR ACHEme EL 318 O' '-' 0®6 TBACK I 15' 2" 10' 04' WALKWAY - + 382-; I I WOOD - FOUND 5/8" REBAR WITH CAP FENCE STAMPED: "R. M. A. LS4551 " (WO.03', SO.2' OF CALC'D POSITION) SITE PLAN SCALE; 1 " = 101 - 0" _ UNIT 104 NIT l ADDRESS' 23226 / 2 GAR ADDRESS 23226 2 BED 1 2 GAR 2 BED 10-j9 SF UNIT 1433 SF UNIT 388 SF 388 SF GARAGE 1 GARAGE FF 0 3-15.8' 5GHEME 15 rDLDR 5GI-: _ E COLOR _ -. 2 318.2 10' 10, 01 S B _x 5.0' CHAIN LINK FENCE (0.02'N OF PROP. LINE) m IN V (SE)=370.83 INV (NW)=370.22 0M � 1 - L .15 �Q r q. 24' 0' 77 to EL j f E.. 318 i f X w5 1 UNIT I UNIT ADDRESS' 23230 ADDRE55: 23230 \ �o 2 BED 1 2 GAR 1 BED / l GAR 1433 SF UNIT sIS SF UNIT ' �- 388 SF 330 SF GARAGE GARAGE FF 1P 37r0.e� FF 0 31r0.0' DOLOR SCHEME A rn_OR SCHEME A 11 10' 0" ->rti :: 318 2 EL_3"aY 3, I 101.7' 51X3 10' 0„ PATIO, TYP. - 9' 101, 10' 0"site Retaipin-j Y4a�,� • �� •ter 19 9.391 I NEW 6' N $�` j '4�,]" F (1.15'N OFI/ WOOD 5.0 CHAIN LINK FENCE PROP. LINE) FENCE, TYP. (Q4N OF PROP. LINE) UNIT COUNT PARKING BEDS REQUIRED SPACES 4-3Bed 42.0,'3BR=8 5-2Bed 51.812BR=9 1-1 Bed 1 1-511BR-1.6 23 - Total Beds Total = 18.6 (19 Spaces} FIRE LANE NOTES LVl VP4V - ,.7."V I V, Building Area - 7285 SF Lot Coverage - 36,50% Imp. Surface - 66.7% Coverage FAR- 0.98 FLOOR ELEVATIONS UNIT AVG. Ex. DESIGN FF FINISHED GRD. ELEV. ELEV. GRADE DIFFERENCE 1011102 378.2' 376.0' -2.2' 103/104 378.0' 375H -2.2' 105/106 377.6' 375.5' -2Y 107/108 376.4' 375.2' -1.2' 109 376.3' 375Y -1.2' 110 376.6' 3757 -0.9 -SIGNS SHALL BE A MINIMUM SIZE OF 15 INCHES TALL BY 12 INCHES WIDE -THE BOTTOM OF THE SIGNS SHALL BE MOUNTED 45 TO 60 INCHES ABOVE GRADE -SIGNS SHALL BE TO INDUSTRY STANDARDS (VULCAN R�-6-9, RAINBOW 01-52-1, EMED TG L 551 ram, OR EQUIVALENT) -SIGNS SHALL BE RED LETTERING ON A WHITE BACKGROUND -SIGNS SHALL BE SPACED fie FEET APART OR AS DIRECTED Br THE FIRE MARSHAL PROJECT SIGN -PER SEPARATE PERMIT n 34' 1" ■Iiiw-•-4-•Moro ■ REMOVE EXISTING RETAINING WALL AS PER CIVIL -; I FIRE HYDRANT FACE OF CURB " LAND USE INF0R1" IATION 101 /102 BUILDING JURISDICTION: SNOHOMISH COUNTY ADDRESS, 23220 EDMONDS WAY PARCEL NUMBER:005553-001-009-02 ZONING, MULTI FAMILY RESIDENTIAL LOT SIZE: 1555rc.-15 SOFT IMPERVIOUS SURFACE: PROPOSED 1) ROOF AREA 1354 SOFT 2) FOOTPRINT: 114ro SOFT 3) GOV. PATIO/DECK 0 SOFT 4) IMP. PATIO/DECK 46 SOFT 5) DRIVEWAY ; SIDEWALKS: 6062 SOFT rv) Il'1P. SURFACE COVERAGE (2-5) 1152 SOFT 1) LOT COVERAGE. 6rv.1% BUILDING/ SETBACKS FRONT 15'0" REAR - 15'-0'' SIDES - 110`0" L H A G V tq IN 4 R 5 O P FERNDALE, WA 98248 136r.) A N M14krFF1 i.14V C!-)f%e Z COPYRIk:HT 2014 Lwo, m w Z 0 D) w PROJECT 13-024 DRAWN BY S. Clayton DATE 3,11.14 SCALE As Noted CHECKED Sean Hegstad 8113 •io5iE4rL1� t ARCH=' I e2n STATE OF WASHINNC1 I� RECEIVED AA' A3 MAIN FLOOR PLAN SCALE: 114 1 '0' r r AA A3 UPPER FLOOR PLAN OctRN 2023 CITY II{{��FF�``��D DS BB DEVE DEPf'R,RT NRVICES V 2' 0„ 1.. 2' 0,. 9, 0. 2 e 5' 0. 2 6. 33 6., 2e' e" I` 13, 0' 4' �" �1'11i>•11 2e" 8' e Ct 8' e" 2 e v i LE.I.F,J.EJ 0 D I OVERHANG ABV I L ------------------------------- -- OVERPOUR 16e7eOt4D Dv 4' 6* a DOORS CL TYP. 2' 0" 4. 6' 4. 6, 2' 0" � = OVEHANG ABv 13 -------------------------- - - ' I Y • �; ABv. _� o W I OVERHANG ABv r 4 Sole OHO r OVERPOU j P DOORS R TYP. VI �, '� 2 CAR GARAGE 19exl60 3' - SOFFIT GEILIN 1'5*x2ee t:1D CaQS FP '� TO BOTTOM CrF BEAMS 0 GONG W N:N LIYI Cs - 4 vv m m______________________________________________� C. e'X1 ee e ~ 1 HR. FIRE SEPARATION , tiF LJD BM A V------- - ABV. WD G FP ----------- --------- --------------------- _____ BETWEEN GARAGES AND UNIT 10� UNIT 101 � �2 6 i/4 LIVING SPACES USING 5/8`' �� 1T TYPE-X SIR FROM FLOOR 7D CEILING `� FIRE TAPED WP382� Y 9' 3 1/2` 3 It 112" I• Ao 9 �•. I tI�V _ x - �`"� `4 � m MTL 15ALLARD----------- OVERHANG ABvi 110v , 1 1 e � m SOFFIT UNIT let UNIT l el ,TILE 5 1I' 1 112' 8' 10 112, 7 PALF LTE 7r/ VALL AB r WD 80GF1.1 SLYS. �, a �• pvERPQUR SOFFIT TO -- rCLOSER OVERPOU0 DOOR R� 3RV '�'�1 CAR CxARACx 3 °i Doo�Ot --- BTi^'I. 81'1. ----------j I'" ¢ / DVe E E r---------------- -- -- 12OX21z- - - - - - - - - - - - - - - - ! BM. ABV. --'- - i 1 ?'//f1 1/2"` .2' bit -C y 3 �` GONG��� in Mtu ABv 1 I I ON ERPOuR Il I:°� s 3e` 9: OVE up - Il t HR. FIRE SEPARATION UP E Uy ''�' 11• -- tr-- I 1IeV S2 16 11 - - "' I� BETWEEN GARAGES AND 4' 1 1i' 3 = ???" 3 9 2" LIVING SPACES USING 518`' UP' - -- , I Y rn i R$S 1 - ;1P _� TYPE-X 51R FROM FLOOR I -R 1 DN _ + I,"� 2X4 WALL BLW 3e �� ' 1�R as O►-1C 11 - - - - - - - - - REF = I b R ENTRY TO CEILING f FIRE TAPED _ .r _- , l e4X3t d a D 4 -- RE`- --- -�_-------- TILE - -i'--- ��------- WALL T I I r' ' - - - RCS TYP KITCHEN I KITCHEN 1 ------ 122XSe' I REC ROOM WD _ WO OHG I in ;n gd}n15- - - - - - - - - - - - -- ;s 3e' STOVE I AA AA I CPT MTL BALLARD Mw ABv I I II - ---I I A3 A3 t 0 1 r L - - - I - - .- �3 p OVERPOUR OVERPOUR cog D "� I ' � DOOR FURN. �f,� - DOOR--- Ora t I I — d 3 6e6e S _DG DR , P TID Dv i PATIO3' 8,. 3' 1e 1/24 S' 1 1 /4` �' 2 1/4' 3' 8 1 /2" 5' e' 6' 2 1 /1" (0,9" 3' 8- 3' le Uf 4' I /2'' 3' 4 1 /f 3' -1 1/2 4' 2 114" C� �_ A s ,' ` 11' 3 11f 8' 8 112u I 12 11 11 �' 6 1 /2" 10X33 GONG `• 5 112" 7' 6 1 /2' 40' 1" 11, 1 11T GONC__ ■ BB PATIO BELOW PATIO BELOW I - - - - - - - - - - - ' A3 2e' e I ' 2e' 6. 4e' 1' BB S� (13B A� Ty A3 0" 11je, 2' ,'6 2'e ,'6" GROUND FLOOR PLAN SCALE: 1 14' = 1'O ROOF BELOW A r, M. BATH 6 Xl2 TILE 4s" WALL C BeGFM CL 3' 3.. � L , - 2`'65 tiI ATTIC EC WIDII � _a n VVSTAC CIO ON -j 11ev I I m Se68 CL - 1 I eV I I l6R _ II ATTICA 1 16` 3" 3' 10" 2' Ie 112 N ---R` S ONCCESf a 2e6s * URAKE WALL T,,7 16RI — — r I SLOPED CEILING UNIT 101 OPEN 7�68 I SEE DWG. 11A3 '� r - II I3E owe I I i i m M. BED BATH I� 122X12 0 IF d a _ �_ r 8 X% m CPT 114 4 IIm 1 I I 5e4e WV. • 5' I �+ I I PLATE 0 ro'-3' T/S r 21 ' F20-) _ PATIO BELOW 'b' 1 its" -2' 15/5- PATIO BELOW 2 e" 2' e' 4' 6 3/4" CL 6' 4 3/4' i S Sr 5` 10 318" 1' 12' 11 1 1' 6 1 /2" SCALE: 1 /4 1 '0 rBE A3 SLOPED CEILING 1' 12 a PLATE O &'-3" SEE DWG. 21A3 1 L ROOF B T M. BED I12eX88 ;� l7®?C135 RAKE TILE _ -� CPT WALL I I fir' e - �e sec -FM r C I1 �C- I Ij IT 1 y1 I 0 Jr gall jai I z Ism 3266 11g00 - 3ero8 OPENING (5FENIN 3' 1 112" 2 1/2' 4' 1"---------- w + 4' 114' 2 0" wID ROOF B2 OW y u CPT _ & CA® S7AGI� Dv , j-. j # BED 2 1 e¢XS$ +n CPT n 0v � It WP382o 2g6g 4e' 1.. m AA A3 STAIR NOTES 1. STAIR CALCULATIONS ARE BASED ON A 9'-1 1 /a" FIN. FLR. TO FIN. FLR DIMENSION AND 9`-9 115" FIN. FLR. 7O FIN. FLR. AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR, AND ADJUSTED ACCORDINGLY. 2. 1ST- (tro) RISERS 0 ro 13/1 ro" FROM FINISHED TREAD 70 FINISHED TREAD (le, RUNS O It" (12" FIN.). 2111 (16) RISERS 0 1 W 16" FROM FINISHED TREAD TO FINISHED TREAD (14 REINS 0 11" (12" FIN.) 3. USE (3) 2X12 #2 D.F. FOR STRINGERS 4. FIRE BLOCK CONCEALED STRINGER SPACES (% TOP f BOTTOM AND BETWEEN WALL STUDS ALONG STAIR RUN. 5. STAIRWAYS SHALL HAVE AT LEAST ONE HANDRAIL. HANDRAILS SHALL BE PLACED NOT LESS THAN 34"OR MORE THAN 35" ABOVE THE NOSING OF STAIR TREADS. 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 l HR. FIRE RESISTIVE CONSTRUCTION BY MEANS OF 5/5" TYPE-X S.R. WAIJ_S I CEILING, TAPED AND MUDDED. 5. MAINTAIN A MIN. OF 6'-5" HEADROOM CLEARANCE MEASURED VERTICALLY FROM TREAD NOSING 7O NEAREST SOFFIT. 9. R3e3.1 STAIRWAY ILLUMINATION. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS 7O 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 7O STRUCTURAL FRAMING PLANS I ENGINEERING GALLS. DURING FRAMING CONSTRUCTION. NOTE: WATER HEATING SYSTEM, PER WSEG TABLE 4ero.2, SHALL INCLUDE GAS OR PROPANE WATER HEATER WI MIN. EF OF e.roZ, OR ELECTRIC WATER HEATER W/ MIN. EF OF e.93. ALL SHOWERHEAD f KITCHEN SINK FAUCETS SHALL BE 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT LeGPM OR LESS. NOTE. AIR LEAKAGE CONTROL PER WSEC TABLE 4e6.2, OPT. A REDUCE TESTED LEAKAGE 7O 4 AC14 MAX. UNIT lei SQUARE FOOTAGE. GRND FLOOR 12e SF MAIN FLOOR 431 SF UPPER FLOOR 5e5 SF TOTAL - 1 e5ro SF GARAGE 358 SF AA A3 MIN. AFUE' 95% PER WSEG OPT. 3A TABLE 4e6.2 UNIT let SQUARE FOOTAGE-, GRIND FLOOR 25e SF MAIN FLOOR roe2 SF UPPER FLOOR roll SF TOTAL - 1523 SF GARAGE 41a SF [--I, F D H 5 G N v 0 4 E K 5 P ,q , :'1 A(T'- R GRCOJE -.!4',,' RC: AC- FERNDALE, YVA 98248 138C'•) ' -2840 VtiMih KAVEN (Yd4 Cr,)f%r C. COPYRFGHT 2014 r to sv PROJECT 13-024 DRAWN BY S. Clayton DATE 3,11.14 SCALE As Noted CHECKED Sean Hegstad 8113 t I ARICHn= 1 SATE pF YYASHINGT®N 2_�-�_ RECEIVED SPRAY FOAM INSULATION W/ 1" VENT VENTED BIRD BLOCKING 12 CONT. ALUM. GUTTER 2X(o FASCIA ----- VENTED SOFFIT (SEE DETAILS) Z-FLASHING 2X TOP TRIM ABV. WINDOWS AND DOORS TYP. 5/4" TRIM AROUND WINDOWS, DOORS, AND CORNERS, TYP. ill ro" O.S.B. SHEATHING NAILED PER ro02.3 IRC TYVEK HOUSE WRAP (VAPOR BARRIER) EXTERIOR SIDING VARIES, SEE ELEVATIONS 4" TIGHT LINE ____--- -------------- DRAIN PIPE FILTER F 1 1/2" WASHED ROCKS W/ 4 PERF. DRAIN PIPE (2) #4 CONT. REBAR Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT - ENG. TRUSS SYSTEM (a 24" O.G. - 1/2" CDX SHEATHING 8D COMMONS (a ro" O.G. PLY. PANEL EDGES 8" O.G. ALL INTERMEDIATE FRAMING MEMBERS, I" NAIL PENETRATION INTO TRUSS MIN. REQUIRED - ICE f WATER SHIELD 30 YR. ARCH. COMP. ROOFING J Q R-49 INSUL. w 15/8" S/R LID H2.5 TIE TO EVERY OTHER TRUSS \ RIGID R-l0 INSUL. \ 4X8 HEADER 1X TRIM .UINDOW f TYVEK INSTALLATION rO BE INSTALLED W/ BEST QUALITY (BLUESKIN OR EQUAL) SELF ADHERING, FLEXIBLE FLASHING MEMBRANE PER MANUFACTURES SPECIFICATION 1 0 0" A 3/4" UDLX T$G SD COMMONS A ro" O.G. PLY PANEL EDGES, 8" O.G. ALL INTERMEDIATE FRAMING MEMBERS, I" NAIL PENETRATION INTO JOISTS MIN. REQ'D. 1- 3/4" X 5- 1/2" LVL JOISTS (a I ro O.G. 3/4" UDLX T$G 8D COMMONS A ro O.G. PLY PANEL EDGES, 8" O.G. ALL INTERMEDIATE FRAMING MEMBERS, I" NAIL PENETRATION INTO JOISTS MIN. REQ'D. 1- 3/4" X 5- 1/2" LVL JOISTS (a 16" O.C. W/ R-21 BATT INSUL. OVER GARAGE RIGID R-10 INSUL. OVER ------ RIGID R-10 INSUL. - 4X8 HEADER I✓' IX TRIM 1 X TRIM 2Xro EXT. WALLS W/ R-21 INSUL. � 1/2" S/R 2Xro P.T. MUD SILL PL. W/ 1/2" X le" A.B. (a roe" O.C. MAX. I" MIN. EMBED. HORIZ. #4 REBAR 3" MIN. � 12" MAX. FROM TOP OF GONG. FOUNDATION SCHEDULE A-5" E - 24" MIN. F- [i r- w Q J (L 13 0 1 3 1/2 _1 S I/Z TRUSS SECTION SCALE: 114" = I Oil 2 TRUSS SECTION SCALE: 1 /4" = I 011 NO OPENINGS ALLOWED TYP 4' 0" MIN 4' e" MIN W/ 7/Ilo FIRE TREATED PLWD. W/ 1/1ro FIRE TREATED PLW I LAYER 5/5 TYPE X GWB 1 LAYER 5/S 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. AA SECTION SCALE: 114" = I '-011 (9SECTION SCALE: 114" = I '-011 E S I G IN W 0 R K S H P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360) 527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W �N O Q a O z Q� o U Lu 0 Uz C) J �0 m wo UW Q m m Lu Q J) z O L > Lu D_ PROJECT 13-024 DRAWN BY S. Clayton DATE 3.11.14 SCALE As Noted CHECKED Sean Hegstad u 0 �FAR(SCHSTIRFS-LER kMoHQgslad E OIF WAS14 IOTOUvI A3 SCALE: N.T.S. RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 5/8" TYPE 'X GWB EA. SIDE, TYP. - - ► 2Xro INT. WALLS W/ R-21 INSUL. ► VERT. #4 REBAR (a18"O.C. HORIZ. #4 REBAR (a 3" MIN. AND 12" MAX. FROM TOP 4" REINFORCED GONG. SLAB COMP. SOIL 2" RIGID INSUL.-- 4" GRAVELIN -; r li l !f COMP. SOIL ili 1= II �II, - 5 6 ,, +- � BTM. OF FOOTING MIN. 18" BLW. GRADE (2) #4 CONT. REBAR I NTERIOR FOOTING SCALE: N.T.S. 21 1 � � \Q m � in 2Xro P.T. MUD SILL PL. W/ 1 /2"Xi e" A.B. (a roe" O.C. MAX. 7" MIN. EMBED 4" REINFORCED / GONG. SLAB 4" GRAVEL 2Xro EXT. WALLS VERT. #4 REBAR (a18"O.C. HORIZ. #4 REBAR (a 3" MIN. AND 12" MAX. FROM TOF 4" REINFORCED GONG. SLAB 4 GRAVEL COMP. SOIL ----- BTM. OF MIN. 15" BLW. GARAGE FOOTI N G SCALE: N.T.S. 2X(o EXT. WALLS - ► VERT. #4 REBAR (a18"O.G. HORIZ. #4 REBAR (a 3" MIN. AND 12" MAX. FROM TOP 4" REINFORCED GONG. SLAB 2" RIGID IN5UL- 2X1 e CDR. BELLY BAND W 1 - PAINTED Z-FLASHING ABV. (OPT.) 2Xro P.T. MUD SILL PL. — -- W/ 1/2"Xle" A.B. (a &e" AP O.G. MAX. ; l" MIN. EMBED 5� '- 4" GRAVEL�UI� ^i I -- 4 TIGHT LINE COMP. SOIL - =^ =1_ - DRAIN PIPE 4 -FILTER FABRIC �A - -- ---- --- GRAVEL FILL W/ 1 PERF. DRAIN PIP 6 i ill iro BTM. OF FOOTING > MIN. 18" BLW. GRADE (2) #4 CONT. REBAR m N G SLAB ON GRADE FOOTING SCALE:: N.T.S. L k 2" 0„ * k 2" (0 k k 2" 6 k k 3 0„ k m El. iA iD iA 1 m n n n m m m ti N A A' B C D 264e SH. TEMP. 264e SH. TEMP. 3e36 HV. 5e5e HV 2e4e SH. r, 0„ r, 0„ 2" 6„ 2ro m ;n N -J �'J �J M N O P a roe5e HV. roe4e HV. 264e FX 264e GAS 164e XOX E F G 265e SH. 265e FX. 30E e I, 6„ 4, 0„ 11u N R 4e4e HV 2Xro P.T. MUD SILL PL. W/ 2Xro EXT. WALL 1/2" X le" A.B. (a roe" O.G. W/ R-21 INSUL. MAX., MIN. 71" EMBED f 1 /2" S/R SIDING VARIES, BELLY BAND W/ s SEE ELEVS. .-FLASHING ABV. (OPT.) 2ro GA. GALV. FLASHING VERT. #4 REBAR EXTEND INTO GONG. Ca 18" O.G. \ #4 REBAR 4" GONG. IUD SILL PL. (a 3e O.G. A.B. (a roe" HORIZ. #4 REBAR (REINFO� 71" MIN. EMBED (a 3" MIN. AND 12" MAX. FROM TOP 4" REINFORCED GONG. SLAB ' � 2" RIGID INSUL. s ® Z 4" TIGHT LINE 4" GRAVEL _ _ DRAIN PIPE I!I - - : - COMP. SOIL _ FILTER FABRIC0 li 4. GRAVEL FILL W/ 4" I —'— _ PERF. DRAIN PIPE 5TM. OF FOOTING MIN. 18'" ill 1- 1_:. BLW. GRADE llllri ,'0 6 ,'o ' FILTER FABRIC PATIO (2) #4 CONT. REBAR' GRAVEL FILL W/ 4" B PERF. DRAIN PIPE SCALE: N.T.S. 4" TIGHTLINE DRAIN PIPE GYPSUM WALLBOARD, WOOD STUDS Base layer 51i" type X gypsum wallboard or gypsum veneer base applied at right angles to each side of double raw of 2 x 4 woad studs 16 " o_c. on separate plates V apart with i5d coated nails, 1718" long, 0.085" shank, 1/4" heads, 24" o.c. Face lager 54' type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 8d coated nails, 2ail long, 0.100" shank, 1/4" heads. 8" o.c. ,points staggered 18" each layer and side_ Sound tested with 3112" glass fiber insulation stapled to studs in stud spaces on one side and with mails for base layer spaced 6' a.c. Horizontal bracing required at mid -height. (LOAD -BEARING) WP 3820 SCALE:: N.T.S. Thickness: 10314" Approx_ Weight: 13 psf Firs Test: See WP 4135 (FM WP 360, 9-27-74)1 U L R4024, 10-31-68 Sound Test: NGO 3056, 4-7-70 I" 6„ H I J K L 1616 FX 2e2e 5e4e HV. 164e XOX 4e26 HV AWN. OBSC. I" 2" ro 2e2e AWN. 2 0E:1 N 4) n m a\o A m _1 S T U V 265e SH 765e XOX 2e3e SH 4e2e HV 2Xro WALL W/ 2 LAVE TYPE 'X" GWB (l 4" CON 4" GRAVEL, 6 MIL. V15OUEEN L 2> W JJEEN FRAMING, _ PL. I0„ N. EMBED :. WALL G.L. (2) HORIZ. #4 REBAR MIN 3" MAX 12" FROM TOP HORIZ. #4 REBAR (� 18" O.G. (2) #4 CONT. REBAR FN D N ./FLOOR C� PARTY WALL SCALE: N.T.S. FLASHING BLOCKING FLASHING TRUSS, 24." O.C., (1) SDS 1 /4%6" SIMPSON SEE PLAN SCREW EA TRUSS FLASHING R-21 INSULATION WHERE APPLICABLE 12 4 r � 8 WD FASCIA I CONT. ALUM. HANGER PER GUTTERS TRUSS MANUF HANGER PER TRUSS / MANUF ��EYEBROW ROOF SCALE:: N.T.S. WINDOW SCHEDULE BLDG. I el /I e2 MARK TYPE LOCATION HEADER HGT. UNIT SIZE OPENER MULL 1 A lei STAIR l' ABv. LANDING 264e TEMP. SH 2 A" 1 el STAIR I'- 9 5/8" 2640 TEMP. SH 3 B lei KITCHEN I'- 9 5/8" 3036 HV 4 B 1e2 KITCHEN I"- 9 5/8"" 3036 HV 5 A 1 e2 STAIR 11' ABv. LANDING 2640 TEMP. SH (0 A 1e2 STAIR l' ABv. LANDING 264e TEMP. 5H 7 C 102 DINING I'- 9 5/8" 505e HV 8 D 102 LIVING I'- 9 5/8" 2040 SH. 9 D 1e2 LIVING"- 9 5/8 2e4e SH. le E 102 LIVING I"- C3 5/8" 265e SH 11 F 1e2 LIVING 1'- 9 5/8" 265e FX 12 E 102 LIVING I'- 9 5/8" 2650 SH 13 G lei LIVING I'- 9 5/8"" 6050 HV 14 NOT USED 15 H lei LIVING 1'- (5 5/8'" 1616 FX 1 ro H 101 LIVING i'- g 5/8" I616 FX 11 1 101 POWDER 7'- 9 5/8" 2e2e AWN. OBS 18 A" lei STAIR 6'- 9 5/8"' 264e TEMP. SH 19 A 101 STAIR l' ABv. LANDING 264e TEMP. SH 2e A lei STAIR 71' ABv. LANDING 264e TEMP. SH 21 J 101 M. BED ro'- 9 5/8" 5e4e EGRESS HV 22 A 102 STAIR 7' ABv. LANDING 264e TEMP. SH 23 J 102 BED #2 ro'- 9 5/8" 5e4e EGRESS HV 24 1 l e2 M. BATH ro"- 9 5/8" 2e2e AWN. OBS 25 K I e2 M. BED 6'- 9 5/8" EGRESS XOX 2ro L 101 M. BATH ro'- 9 5/8" 4e26 HV 21 G I STAIR Ill 9 W&J, 5e4e IHV 1/2" VENTED SOFFIT 2Xro EXT. WALL, R-21 INSUL. 6- F71 5 G N W 0 R K H P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360) 527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W 2N O Q� a° Q� 0 U� z �o wo UW Q m m w Q J) z O L > w PROJECT 13-024 DRAWN BY S. Clayton DATE 3.11.14 SCALE As Noted CHECKED Sean Hegstad 15 3FAWGRS TLECDDVTC�C�1 k� MoHQ�glad E OF W�T®U� I)WI N DOW TYPES AND SCHEDULE SCALE:: N.T.S. NOTE: HEADER HEIGHT VARIES BY FLOOR. VERIFY HEIGHT WITH SCHEDULE BEFORE INSTALLING