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APPROVED PLN BLD BLD2023-1368+PARTY WALL INFO+10.27.2023_1.06.13_PM+3866381RECEIVED Party Wall Documentation For 23224 #107 Edmonds Way and 23224 #108 Edmonds Way Original Building Permit: BLD20140243 Plat: PLN2023-0047 Brackett Court Unit Lot Subdivision Architectural Plans Brackett Court Apartments Edmonds Way 107/108 PROJECT 13-024 DRAWN BY S. Clayton DATE 3.11.14 CHECKED Sean Hegstad Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT City Of Edmonds Building Department Work SFR COMPLIANCE ------------------------------- ------------------------------- Address 23224 EDMONDS WAY 107 ------- -- Owner BRACKETT COURT --------------------------- Approved Date; 11/15/2023 -------------------------- Building Official Vow"V:LIt W. X OfAX [L Permit Number 9LD20234368 ALL WORK SUBJECT APPROVED TO FIELD PLANS MUST BE INSPECTION FOR ON JOB SITE CODE COMPLIANCE APPROVED BY PLANNING Dec 22 2023 APPLICABLE 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 EUILDING DATA SEISMIC ZONE D OCCUPANCY GROUPS RI RESIDENTIAL CONSTRUCTION TYPE V-B Sheets C1, A2, A3, A4 and S3 Attached Edmonds Inspection Forms from BLD20140243 Attached -;�F RECEIVED Oct 30 2023 CITY OF EDMONDS `��.`��11 ``//''11,, • �r /�'."J� [\� Ca. DEVVEL1OPM SERVICES CO�V�7�W���}.����V 1 MENT City of Edmonds 121 5ti Ave N Edmonds Wd A 98020 Call 24 hours in advance for inspections B-build;ng: (425) 771-0220 ext 1333 F- lire: (425) 775-7720 E -engineering: (425) 771-0220 ext 1326 P - planning: (425) 771-0220 Project: DWELLING - :'IECHANICAL AND PLUMBING INCLUDED - UNITS 07/108 Permit #: BLD20140243 i � Project Address: 23224 ED14ONDS WAY, EDMONDS Parcel #: 00555300100902 Owner: KAUTZ ROUTE LLC TERRA Contractor: PCMI LLC Lender: PROPERTY 4224 Dexwy Rd C/O STEVE PRICE Bellingham, WA 98226 PO BOX 31097 LICENSE #: PCMILL*871 CD EXP:02/04/2015 SEATTLE, WA 98103 Constriction hours are lam - 6pm on weekdays, loam - 6pn: Saturdays. INSPECTION INSPECTOR DATE CONVUENTS 1Frosion Control/Mobilization Driveway Fonn & Slope Ver. ' _ I J f _ I•• E-Eigineering Final J t/7 + 3-Setbacks B-Footings �( `� •� r B-Foundation Wall B-Foundation Drainage B-Slab Insulation B-Plumb Rough In ,B-Gas Test,Pipe 3-Mechanical Rough in f , - B-FXeilu•Wa'.1 ',,ieathing/Nailing- B-Roofshcathing L B-W -indow Flashing %` B-Height Verification- 3-Fire Stopping !� , B-Framing B-Interior Wall Sheathiri'a"Nailing 1 + r B-Wall Insulation/Caulk B-Sheetrock Nail 00, B-Building Final .- �Q( { _ OLD'W\1 a�qq RECEIVED Oct 30 2023 F CITY OF EDMONDS DEVELOPMENT SERVICES _. DEPARTMENT -.. _ Status Insp.ID Description Inspection. 05/04/2016 C4M Discussion about fine resistive rated construction and penetrations Inspection: 05/24/2016 COR 1.) positive con=tious at posts to bmw 2.) for thrftd penetration through nuts at holddowns. Inspection: 05/26/201.6 C1viF v? 1144 B-Interior Wall SheathingMa ling Inspection: 07/08/2016 CMP Note: 1 st layer gyp ok. 1146 B-Wall Insulation/Caulk via 1150 Inspection: 07/08/2016 CMP B-Sheetmck Nail Inspection: 08/16/2016 CQR 1) No road or plat access due to trenching. 1152 to B-Fire Stopping B nspection: 07109/2016 CMP I� 1154 er � Contact not on site for Q&1# x 1158 B-Building final Inspection: 05/23/2016 CQM verily 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 5. WIND EXPOSURE AND SPEED 90 MPH, EXP. C. SNOW LOAD (a 25 PSF. D. FLOOR LIVE LOAD 40 PSF. E. DECK LIVE LOAD EO 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 5E POURED ON CENTER OF WALL DIMENSIONS: - FOOTINGS ARE TO 5E POURED ON UNDISTURBED OR PROPERLY COMPACTED SOIL. - A 4" PERF. DRAIN PIPE IS TO 5E LAID AROUND PERIMETER OF FOOTING AND OVERLAID W/ 1 /2" - 2" DRAIN ROCK. 5. FOUNDATION WALLS: TO 5E BUILT TO SIZE SPECIFIED ON DRAWINGS AND THICKNESS SPECIFIED IS MINIMUM REQUIREMENTS. PLACED IN ACCORDANCE W/ FOUNDATION PLAN. C. REINFORCEMENT STEEL: TO 5E AS SPECIFIED THICKNESS CALLED OUT ON DRAWINGS AND TO 5E DETAILED AND PLACED IN ACCORDANCE W/ BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND TO 5E DEFORMED STEEL BARS CONFORMING TO ASTM AE15, GRADE 40. D. CONCRETE: SHALL 5E 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 5LA55 SHALL HAVE A COMPRESSIVE STRENGTH OF NO LESS THAN 3000 PSI PER IRC TABLE R402.2 3. FRAMING: A. FLOOR: TO 5E 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 5E PROPERLY SET AND FASTENED IN ACCORDANCE W/ IRC- - STRUCTURAL LUMBER TO 5E #2 DOUGLAS FIR OR BETTER. 5. WALLS: EXTERIOR WOOD FRAMED WALLS TO 5E 2"X(o" DF-L #2 W/ STUDS @ 1(o" O.G. HEIGHT OF EXTERIOR WALL TO 5E AS SHOWN. - ALL EXTERIOR WALLS SHALL 5E SHEATHED W/ 112 STRUCTURAL PLYWOOD OR 1/1(o" 055. 5RACKING WILL 5E DETAILED IN PLAN. - ALL WINDOW HEADERS AND BEARING WALL BEAMS TO 5E 4"XI0" UNLESS SPECIFIED ON DRAWINGS. - INTERIOR WALLS TO 5E 2"X4" CONSTRUCTION PLACED (a I (o" O.G. STUD HEIGHT TO 5E AS SHOWN. - INTERIOR BATHROOM WALLS W/ EXTENSIVE PLUMBING FIXTURES MAY HAVE 2"X(o" FRAMED WALLS TO PROVIDE CLEARANCE AND COMFORTA5LE WORKING SPACE. - 5ATHROOM WALL COVERINGS SHALL 5E MOISTURE RESISTANT CEMENT PLASTER, TILE, OR APPROVED EQUAL TO 12 INCHES A50VE DRAIN AT SHOWERS OR TUB W/ SHOWERS. (R102.4.2) C. ROOF: DRAWINGS WILL SPECIFY TRUSSES OR RAFTER CONSTRUCTION - ENG. TRUSS DETAIL TO 5E CHECKED 5Y GENERAL CONTRACTOR BEFORE INSTALLATION - STANDARD SNOW LOAD TO 5E VERIFIED PER SIDE ISSUING JURISDICTION PSF TOTAL LOAD UNLESS SPECIFIED OTHERWISE ON DRAWINGS. - ROOF SHEATHING TO 5E 1 /2" CDX STANDARD, 5UT WILL VARY W/ ROOFING PRODUCT USED. D. CONNECTIONS - ALL CONNECTORS ARE SPECIFIED AS SIMPSON, EQUIVALENT LUM5ERLOCK CONNECTORS WILL 5E SATISFACTORY - NAILING SCHEDULE TO 5E IN ACCORDANCE W/ TABLE 1, R(o02.3 (1) E. BEAM BEARING POINTS IN WALLS - ALL 5M. B.P. IN WALLS MUST HAVE 2X STUDS NAILED TOGETHER TO A MIN. WIDTH NOT LESS THAN BEAM BEING SUPPORTED. 4. ENERGY CODE: COMPLY WITH WASHINGTON STATE ENERGY CODE A. ALL WINDOWS f DOORS TO 5E SEALED INTO WALL W/ CAULKING WEATHERSTRIPPING 5. ALL FRAMING INTERSECTIONS 5ETWEEN CONDITIONED TO UNCONDITIONED WALLS ; FOUNDATIONS TO SE CAULKED TO STOP AIR LEAKAGE AND PROVIDE INCREASED EFFICIENCY. C. ALL PENETRATIONS FOR PLUMBING, WIRING, ; DUCTING TO 5E 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 5E MET WITH HEAT RECOVERY VENTILATION SYSTEM IN ACCORDANCE WITH SECTION M1505.1 OF WSRC. F. AIR LEAKAGE CONTROL - ENVELOPE LEAKAGE SHALL 5E 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. 5. 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 (5) INSTALLED PER MANUFACTURER'S SPECS. WITH WINDOW � JOINT TAPE -A. TYVEK HOUSE WRAP *PREFERABLE -5. TYPAR HOUSE WRAP (o. FLASHING A. CONTRACTOR I 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, 5ALCONIES AND ROOF VALLEYS. 5. WATER PROOF DECKS AND 5ALCONIE5 TO 5E FLASHED PER MANUF. SPECS. FOR WATER PROOF MEMBRANE. C. ALL CAULKING MUST 5E INSPECTED � MAINTAINED ANNUALLY 5Y HOME OWNER USING APPROVED EXTERIOR SIDING CAULK CODES: VALLEY FLASHING - IRC 905.2.5 / IRC 905.4.E OTHER FLASHING - IRG 905.2.6.4 FLASHING I COUNTERFLASHING - IRC 905.3.6 WATERPROOFING WEATHER EXPOSED AREAS, I.E. DECKS � 5ALCONIE5 - IRC 103.5 MASONRY - R103.1.5 AND WINDOWS - RE12.1 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 5E REDUCED 2.5 FEET (162 MM) FOR EACH 45-DEGREE (0.5 RAD) BEND AND 5 FEET (1524 MM) FOR EACH 90-DEGREE (I.E RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. (MI502.(o) 2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, SPARK, OR FLAME SHALL 5E LOCATED A MINIMUM OF 18" A50VE THE GARAGE FLOOR (IMC.304.3) 3. EXHAUST DUCTS TO 5E CONSTRUCTED OF SMOOTH -BORE, NONCOM5USTI5LE MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDING E FT. IN LENGTH MAY 5E USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. (IMC.504.(0) 4. HOT WATER TANKS HAVING FLEX15LE PIPE CONNECTIONS AND OVER FOUR FEET TALL SHALL 5E STRAPPED DOWN TO PREVENT OVERTURN IN AN EARTHQUAKE. (UPC.508.2) 5. PROVIDES PROTECTION OF GAS BURNING APPLIANCES PER IRC SEC M1301 FLUM51NG 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" A50VE THE GROUND, POINTING DOWN. (UPC.E08.5) 2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. (UPC.801.4) 3. PROVIDE AN APPROVED SACK FLOW PREVENTION DEVICE AT ALL HOSE 5155. (UPG.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 5E PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL. (UPC.101.4) BRACK TT COURT APT UNITS 107 & 108 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 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 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 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 H E 5 G v N W 0 K S H P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360) 527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W 20 00 or. Q� w Lu C/) 0 Uz p o C) �0 w� UW Q m m Lu Q U) z O Lu PROJECT 13.024 DRAWN BY S. Clayton DATE 3.11.14 SCALE As Noted CHECKED Sean Hegstad 8113FEG,S�LFCDDVTCC1 kI� MoHQggT,3,d E OFWAS04 l�014 RECEIVED Oct 30 2023 DEVELOPMENT SERVICES DEPARTMENT APPLICABLE BUILDING CODES* I. 2012 INTERNATIONAL RESIDENTIAL CODE, 2012 INTERNATIONAL BUILDING CODE 2. WASHINGTON STATE ENERGY CODES (INCL VENTILATION t INDOOR AIR QUALITY (VIAQ) 3. WASHINGTON STATE AMENDMENTS AND ORDINANCES SEISMIC ZONE: D OCCUPANCY GROUPS: R1 RESIDENTIAL CONSTRUCTION.' TYPE V-B 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 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 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; CEILING FIwSHES,(TABLE 803.c3) 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 TO 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 111. 5, ALL GLAZING WITHIN I a" OF ANY DOOR JAMBS TO 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 TO THE CONSTRUCTION INDUSTRY. THE ARCHITECT DOES NOT ASSUME LIABILITY OR RESPONSIBILITY FOR METHODS OF CONSTRUCTION DETAILS NOT INCLUDED IN THESE CONTRACT DOCUMENTS, 1. THE ARCHITECT HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS WORK, THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ARCHITECT SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR OR SUBCONTRACTOR OR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY BY ANY PERSON. 8. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH AFFECTED WORK. 9. 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 $ 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 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. 6. 0' WOOL) FENCE EXISTING FENCE (0 A 1' N, ❑. 3' W � ADJ. PROPERTY 0 F- 0.0' WOOD FENCE CORNER) - (0.25'S OF CORNER) h I Q Qom` nH k X X ■X X " W� . r r a I AREA DF SAND F1LrtER VAULT ,S 1 Q' QI, o, ❑.. `' G' 4' ~ 375 --- a 0' 4" UIN LINE " f 1 0 gg ---�n .� � I } �. „38 FIR ' 4' WALKWAY 0 5ET15 ' FENCE _.� - _ `` ' '�I+IO P�41�1NG- 1 I EL: 315.1' )'S 0 F 15' 4" ` 31b. s FIRE LANE" SIGN l ' IRNER) x I' 37A 11NIT i �$ �I I UNIT 1 P� TIO \ ' ADORES& 23224 _ - i, ADDRESS: 23222 ` 3 $ED / 2 GAR + '"` 2 BED / 2 GAR >=L: 315. 024 SF UNIT - , I 24' QI, �I 1-116 5F UNIT r< 451 SF GARACxE 550 SF GARAGE } FF 0 315.2 1 PAINT CUBS�/ FF p 315.1 a / GmoR SCHEME A _. YSLLow,FOR t�fRE La1� re)LOR SGNEME B DSLIw,1oN,�tYP... L04 W PATIO, TYP: 1 x l� xj rr o�. - n R ` 4• 5W - 1 r it I %' PRIVACY FENCE UNIT 1 '� ; ' NO fPARKING- WI 3' OF RET. WALL, TYP ADDRESS: 23224 :� P4IRO.LANE" SIGN,` I �I 0 38ED�2CAR •' _ L9 + � l a 1124 SF UNIT "v 451 SF ■ = ' 11 CxARAGE E 31b 3 II 3110 FF A 315 a- C3 m L S r_oLGR SCHEME A -� ` �. ��- o, ;,_ •I • G I E._ 3111 E` - NO PARKING- ,� I 1 /'FIRE LANE" SIGN 38 FI R " 15' 4" r N `ARKING- v o iI 4' WALKUIIAV-11 E .ANE" SIGN 6 `err �•It 6 1.9 a' S _ SEE CIVIL FOR SIDEWALK ' LOCATION ; SHAPE 1., 1 Jr.� . ELECTRICAL t . ?lam v TRANSFORMER / TOP= 374.04 T 2�X2� ,N8 I ��s V TYP I VE V►iA __. 5ICI xs , �� UNIT =A110 x ADDRESS: 23222 C- 1*! 24 I i 2 BED 1 2 CAR ' I 1-j50 SF UNIT I �;' 405 SF GA GARAGE „ ,, . 3a"�rl" I FF 315.5 c- r 4 (CMN) _ _oLDR SCHEME B_ LIE� 4' WALKWAY sT _EL- 311.0' - � -- -77=7 :'' ,� PAINT CURBS PAVED YELLOW FOR FIRE LANE ` I DRIVEWAY DELINIATION, TYfiP. r 14_11jl EL 3 3 �' NEW ,o' r WOOD 2" FI FENCE 15 ❑ � PA I UNIT 10(v "L� SB NO PARKING- ' r 55:2322r'o �� 44 f rFIRE ADORE � 1 FIRE LA SI - ti 3 BED 2 CAR_- 1124 SF UNIT WALL LIGHT, TYR "NO P , - '451 5F SEE L5 FIRE f� fJE" S dNo GARAGE I ■ FF A 375.5' ` PAINT CURBS 1_ L 3116 i LINK FENCE YELLOW FOR FIRE LANE'' I PROP. LINE } r_oLDR 5GHEME B ' r DELINIATION, TYP. ,+ - It ■ r r , L5 ..� - -�" 27' 1 ' NO PARKING--- r FIRE LANE" SIGN UNIT 103 6 PRIVACY FENCE 1 UNIT 1 -- , ~ UNIT 1 e4 WI 3 OF RET. WALL, TYP E55: 2322ry - &' TALL WOOD � I ADDRESS' 23226 ADDRESS 23226 ADDR 1 FENCE 2 15ED 1 2 GAR 3 BED 2 GAR WI (2) 4'* 2 BED 1 2 GAR { 1433 SF UNIT DODR9 1124 SF UNIT I 10�9 SF UNIT ��'� 457 5F - � � _ � l 388 Sr- 388 5F ----mA 24' o" -�- - 1 CxARA GARAGE 1 R3 5 5fAGE. i CMUICONC 1 i - FF 0 315.6 FF 0 F �3�5.8 F RETAINING WALL IGD1_DR SCHEME B - Ir_o1_OR E B _L LIDO _- . . .. I COLOR SCHEME 15 _ 11 EL 316 > _ _ - 10' SETBACK I ` 15' 2" 10' 0114'WALKWAY r - 381 382 WOOD FENCE FOUND 5/8" REBAR WITH CAP STAMPED: "R. M. A. LS4551 " (WO.03', SO.2' OF CALC'D POSITION) SITE PLAN SCALE: I " = I O' - O" Enc p sY - m IN V (SE)=370.83 INV (NW)=370.22 ELECTRICAL TRANSFORMER 24X24 Om r � 1 9"FIR 24' Q' EL 318 0 d UNUT 1 ---- UNI� �- a ADDRESS' 23230 ADDRESS: 23230 2 BED 1 2 GAR 1 BED / I GAR 1433 SF UNIT S-IS 5F UNIT , �- ',' 388 SF 330 SF AY- CxARACIE GARAGE FF P 376.0' FF 0 316.0 r coLOR SCHEME A ro1_oR SCHEME A EL 3' 3' I - - - 1 ❑� 1011 9' 1 Q" ~- 5X3'3 I x 10, cr PATIO, TYP. 1 Q' 0"Site Retai�+{r�� ' _.�,� , -�X 10' o"SB .' X .�_x- 199.39 _ N 88693140" IF 5.0' CHAIN LINK FENCE (0.02'N 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 NEW %' (1.15'N OFF WOOD 5.0 CHAIN LINK FENCE PROP. LINE) FENCE, TYP. (Q4N OF PROP. LINE) LVl VI v - IU"V I VI 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-11-6-% RAINBOW 01-52-1, EMED TC L 5516, OR EOUI V AUNT) -SIGNS SHALL BE RED LETTERING ON A WHITE BACKGROUND -SIGNS SHALL BE SPACED fie FEET APART OR AS DIRECTED BY THE FIRE MARSHAL PROJECT SIGN -PER SEPARATE PERMIT n 34' 1" REMOVE EXISTING RETAINING WALL AS PER CIVIL -; I FIRE HYDRANT FACE OF CURB " LAND USE INFORMATION BUILDING JURISDICTION: SNOHOMISH COUNTY 23220 EDMONDS WAY ADDRESS 005553-001-009-02 PARCEL NU 15ER MULTI FAMILY RESIDENTIAL ZONING, LOT SIZE: 1555r'c.-15 SOFT IMPERVIOUS SURFACE: PROPOSED 1) ROOF AREA 1540 SOFT 2) FOOTPRINT. 1548 SOFT 3) COV. PATIO/DECK 0 SOFT 4) IMP. PATIO/DECK 52 SOFT 5) DRIVEWAY ; SIDEWALKS- &0&2 SOFT 6) IMP. SURFACE COVERAGE (2-5) 1600 SOFT 1) LOT COVERAGE: BUILDING SETBACKS FRONT 15f0" REAR - 15' -0" SIDES - 10,0" H E s A W V O K E 5 P FERNDALE, YtiA 98246 .vwdNH,Z r)f%! COPYRC-HT 2014 Z W 00 20 Q� a0 Q? �Q U0 z �o w2 Y � UW Q m All m w Z 0 D) w w PROJECT 13.024 DRAWN BY S. Clayton DATE 3,11.14 SCALE As Noted CHECKED Sean Hegstad raaa3 '� te2n ATE OF ""Sid C I I� RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERSPECTIVE PLANS 'i-L,® L-C NTG T N N ti V N1y 12 6''- - -, 28' 6' lA� , ROOF ASv 4 • I OvERP -- I .. A DOOR' I I I uF� ., +^ 115R I I fi 0 , � } I _ 1Y a 01 `{ I I w I� �� III �� ------- _ wA`-L ` I � U6 a ua u ------- NTRY' .. SLOPE ff ' b a 4,XI0' II- I 1011 I 1 I I I V■� I I 1 I I I I I I I) 2 CAR GIARAGE L ;� D 1 1 IV i i ► "VI YP UNIT 108 ' 4 PATIO 4 _. REC�R100M I i Mrs ISALLARD 11 v s CPT i+II w CONIC, I HR FRE SEPARATION p = ! I I • I �� I I IIID �_ BETWEEN GARAGES AND LIVING SPACES USING 518" TYPE-X SIR FROM FLOOR (V - - - 00 - - - - I TO CEILING Q FIRE TAPED L, � a I kl u- II I o l II � I II � n i I -----! �S3 TYP II I I I ! � II 'nL 5ALLARD I I R► r I I I I III I Q 1 l ■ II I I SLOPE 7" ----------- ---- REC ROOM PATIO II+XII° i lin CPT yl1 W IIII 53 4 III I I I I I 2 CAR GARAGE v 1 0 ED 20C0f�ICi ------t i I 4 ' !T 10-7 }1 1 HR FIRE SEPARATION O �I BETWEEN GARAGES AND ' I7 L'VING SPACES USING 5/8' TYPE-X SIR FROM FLOOR A ix, 0 TO CEILING FIRE TAPED TILE ;I 4 I II II ----------------- I UP I I C ti I;a II A� I 13e6° I 1 ra •COn � r 1 1 ROOF ABv GROUND FLOOR PLAN STAIR NOTES I STAIR CALCULATIONS ARE BASED ON A (9'-5 3/8") FIN, FLR TO FIN FLR DIMENSION AND 8'-1 3/8" FIN FLR TO FIN FLR AND SHALL BE FIELD VERIFIED BT THE CONTRACTOR, AND ADJUSTED ACCORDINGLY, 2. IST- (15) R15ER5 91 1 VIfb" FROM FINISHED TREAD TO FINISHED TREAD (1A RUNS a I;" (120 RN) 2ND- (15) RISERS is 6 1/8" FROM FINISHED TREAD TO FINISHED TREAD (IA RUNS P 11" (124 FIN.)- 3 USE (3) 2X12 02 D.F FOR STRINGERS 4. FIRE BLOCK CONGEALED STRINGER SPACES 0 TOP I BOTTOM AND BETWEEN WALL STUDS ALONG STAIR RUN 5. STAIR'WAY5 SHALL HAVE AT LEAST ONE HANDRArL, HANDRAILS SHALL BE PLACED NOT LESS THAN 34"OR MORE THAN 38" ABOVE THE NOSING OF STAIR TREAD5, & HANDRAILS MAY PROJECT INTO THE REQ'D WIDTH A DISTANCE OF 3 ;/2" FROM EACH S+DE OF A STAIRWAI- 1 ANY ENCLOSED USABLE SPACE UNDER STAIRWAYS SHALL BE I HR, FrRE RE51STiVE CONSTRUCTION BY MEANS OF 5/8' TYPE-X S R WALL5 Q CEILING, TAPED AND MDDED S MAINTAIN A MIN. OF & -8" 64EADROOM CLEARANCE MEASURED VERTICALLY FROM TREAD N051NG TO NEAREST SOFFIT S. 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 BuLDING WIRING FRAMING NOTE FOR ALL BEAM SIZES'f LOCATIONS REFER TO STRUCTURAL FRAMING PLANS I ENGINEERING GALLS. DURING FRAMING CONSTRUCTION. NOT E- WATER HEATING SYSTEM, PER W5EC TABLE 406.2, SHALL INCLUDE GAS OR PROPANE WATER HEATER W/ MIN. EF OF 0.62, OR ELECTR}C WATER HEATER W/ MIN. EF OF 0.93 ALL SHOUrERNEAD Y KITCHEN SWK FAUCETS SHALL BE 1.15 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALLBE RATED AT I.OGPM OR LESS NOTE: MIDI AFUE 95% AIR LEAKAGE CONTROL PER WSEC OPT 3A PER ►USEC TABLE A06.2, TALE 406 2 OPT. A REDUCE TESTED LEAKAGE TO 4 ACH MAX UNIT 10-1 5QUARE FOOTAGE' GRND FLOOR 196.9 SF MAIN FLOOR 125.4 SF UPPER FLOOR 129.1 SF TOTAL - 1124.4 5F GARAGE 451 SF UN17 : 08 5Q'uARE r-00TAGE GRND FLOOR 2,95.9 5f MAIN FLOOR 125.4 SF UPPER FLOOR l2S.1 5F TOTAL - 1124.4 SF GARAGE 457 5F H v R 0 O K 5 N H O r 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW. HAV EN-DW. COM Q COPYRIGHT 2014 z a- 0 O LL m .I O y PROJECT 13.024 DRAWN BY S. Clayton DATE 3,11.14 SCALE As Noted CHECKED Sean Hegstad says V iWEMSTEREM0 1 I� ARCI'1= te2n M '"S ATE OF WYASHINN RECEIVED V in ;n c+ 3 J m I'- 4.0 d] Q 4 m � qj r44 A4 :9 �n Oct 30 2023 CITY OF EDMONDS 88 DEVELOPMENT SERVICES v DEPARTMENT Ar 1` 5 112" 3' 11112' 1 4' 3 518" 4' 5 1/8" 2' 3 1 /2" 10` 2" ROOF BE 410 5 4' 'r RAKE WALL py � ` J WID • 1110v rt ' PLA1 E G — 5' T19 ;.6.r BATH 60cr-M + I Ah +o, TILE OPEN,, b POST L L b� lllI�b° I 1 1 I 4, 1& HALL DN y °' I ATTIC 14eX38 ACCESS GPT tttttttta r�1 7abe ' • ' FRAMED WALL ' ` ___ f8 __------ _~ INFILL LEVEL WI 110v wic {VI LANDING e PT - '^ r. EB D #3 l OSX10� CPT UNIT 108 M. BED '� D #2 111XI I I® 1 8XI22 CPT 3bX4? CPT 12' 4 112' . 5' 3 112" 3' S 112" 311/2 U 10` 3` em O * f M BATH 80GFM FP N SLOP CEILING AS PER SLOPE CEILING AS PER r 8� SHAFTri co DWG 11A4 DWG lIA4 TILE Q PLATE - b'--- lip 0 0 I II I10v I f ]l0 5 '5 I/2 J 3 112 +� SLOPE CEILING AS PER M AT14 ' 1 DWG IIA4 r _� 8 SHAF , SLOPE G ILING AS PER -nLE 88GF1"I i DWG 11A4 12' 4 112�' 5' 3 112` 2 3 112' 10 3, M. BED BED #2 11 �Xl l �� T l O8XI2z CPT CPT RI .� VxS® Z -- `"'��- UNIT 101 FRAMED WALL ,�� CPT �{ INFILL LEVEL WI 110Y k ATTIC-AOHAL 3 1D5R CCESP 1 GP72" 36 WALL - �\ 4.Orr \ 8 1' 1 ill BED #3 2 -7# L 2'�be 'Q I OSX10e GPT BATH J ,n 2sb8 TILEf LY t m 4 10 t 8" 5' 71S ], a©GFi" a' 'n PILATE H W1D F( io RAKE WALL 7'5112" 3'11112' UPPER FLOOR PLAN SCALE; 1 /4" = I IQII 4' 3 5/5" 4'E, 1/5" ' 2' 3 112' 33, 0" �BB A4 4' 10 5' 4` Ln A AA 4" rw� I �n Iry a� u Q �n m 4 AA 4 4 ;n DEN 54XI 110 WD A4 33,00 3' 0 !OOF BELOW s L,Ma ! ODIC ` REF-�� rr I 14 1 II I. 16 w lil 3b" WALL DINING I I 12" DH STOVE MW 0 i k `f 13�X10® if ABOVE 1 ro WD� I I KITCHENIT I I I O 10�X8� f l -.. -----WD-------- I f Vw i 11 �ID � II ff I 11 v II f1 ] ff If ff �fI I UNIT IOS UvlNG 41 1114Ls'X12e' it tl� WD mll CIS II 11 II 1 � III 1 } f� SOFFIT CEIU G TO BOTTOM OF BEAM, BLW I I II I b®X5e I { O 8. 9 112" 2'71� t' — — — — -- IS' 4 1/2" ---- 00 — — — — M I•I r------ PURR WALL UJ 2X4 AS REQ. 8 t I ' ' • I I FOR PLUMBING S'11If DEN 64XI 110 WD FRAMED INFILL S 80C t'1 3 IJt' I1TIE I 2' I1 112' L------- d) I --- ----1 I 8'ZI14" t 9'S1/4" 7 ~ SOFFIT CEILING TO BOTTOM OF BEAMS ? '0 I I II BLW I UVING Ilu I i II l71®?C12� 1 Cu � r ! I UNIT 10� I WD 1 m II iI II E) I I 12" OH I I �ID I1 0Y II 11 �� I I d DINING I I tD I KITCHEN I I 1 13�X10e I I !OeXB° I I I%1 1� WD a lit WD -- I--4--In % D 1m 1 Id I 30" — / for I 39> WALL II II MW S7DV I I �f II ABOVE li I d I II II �� 1"- f I I REF DNG ROOF BELOW BB MAIN FLOOR PLAN SCALE. I /4" = I '0" STAIR NOTES I. STAIR CALCULATIONS ARE BASED ON A (S`-5 318") FIN. FLR. TO FIN. FLR DIMENSION AND 8'-1 31a" FIN. FLR. TO FIN. FLR. AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR, AND ADJUSTED ACCORDINGLY. 2. 1ST- (15) RISERS 0 1 S1lro" FROM FINISHED TREAD To FINISHED TREAD (14 RUNS (p 11" 02" FIN.) 2ND- (157 RISERS 0 b 118" FROM FINISHED TREAD TO FINISHED TREAD (14 RUNS * II" (12" FIN.). 3. USE (3) 2X12 #2 D.F. FOR STRINGERS 4. FIRE BLOCK CONCEALED STRINGER SPACES A 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. b. 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 518" TYPE-X S.R. WALLS I CEILING, TAPED AND MUDDED. 8. MAINTAIN A MIN. OF b'-8" HEADROOM CLEARANCE MEASURED VERTICALLY FROM TREAD NOSING TO NEAREST SOFFIT. S. 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. FLR ABv FLR ABv m FRAMING NOTE FOR ALL BEAM SIZES f LOCATIONS REFER TO STRUCTURAL FRAMING PLANS I ENGINEERING GALLS. DURING FRAMING CONSTRUCTION. NOTE: WATER HEATING SYSTEM, PER WSEC TABLE 40ro.2, SHALL INCLUDE GAS OR PROPANE WATER HEATER WI MIN. EF OF 0.62, OR ELECTRIC WATER HEATER WI MIN. EF OF 0.S3. ALL SHOWERHEAD f KITCHEN SINK FAUCETS SHALL BE 1.15 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT I.OGPM OR LESS. NOTE MIN. AFUE. S5% AIR LEAKAGE CONTROL PER WSEC OPT. 3A PER WSEC TABLE 40b.2, TABLE 40ro.2 OPT. A.- REDUCE TESTED LEAKAGE TO 4 AGH MAX. UNIT I01 SQUARE FOOTAGE: GRND FLOOR 296.S SF MAIN FLOOR 1213.4 SF UPPER FLOOR 12S. t SF TOTAL - 1124.4 SF GARAGE 451 SF UNIT I08 SQUARE FOOTAGE: GRND FLOOR 295.S SF MAIN FLOOR 1213.4 SF UPPER FLOOR 12S.1 SF TOTAL - 1124.4 SF GARAGE 451 SF 1 r r H E A I N O K H O 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWIIV. HAV EN-DW. COM Q COPYRIGHT 2014 r Ib .I sv PROJECT 13.024 DRAWN BY S. Clayton DATE 3,11.14 SCALE As Noted CHECKED Sean Hegstad 8113 Cowl: 1t I� ARCH= �] STATE OF WYASHINGi�N I� V— RECEIVED NOTE FLASHING- CONTRACTOR f HOME OWNER TO INSTALL ADEQUATE FLASHING AT ALL WATER INFILTRATION POINTS SUCH AS, BUT NOT LIMITED TO, WINDOWS, DOORS, DECKS, SKYLIGHTS, CHIMNEY'S, VENTS, TRIM BOARDS, BALCONIES AND ROOF VALLEY'S AS REQ'D. BY ALL LOCAL BUILDING CODES. CODES: VALLEY FLASHING IRG R905.2.8/R905.4.ro OTHER FLASHING IRG R905.2.8.5 FLASHING � GOUNTERFLASHING IRG R905.3.8 WATERPROOFING WEATHER EXPOSED IRG Rl03.8 AREAS, I.E. DECKS f BALCONIES. MASONRY IRG Rl03.1.5. SPRAY FOAM INSULATION VENTED BIRD BLOCKING 12 CONT. ALUM. GUTTER 2X8 FASCIA VENTED SOFFIT (SEE DETAILS) Z-FLASHING 2X TOP TRIM ABV. WINDOWS AND DOORS TYP. 5/4" TRIM AROUND WINDOWS, DOORS, AND CORNERS, TYP. 1110" O.S.B. SHEATHING NAILED PER 602.3 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 0 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 R-38 INSUL. A 5/8" S/R LID H2.5 TIE TO EVERY OTHER TRUSS RIGID R-l0 INSUL. 4X1O HEADER IINDOW f TYVEK INSTALLATION O BE INSTALLED W/ BEST 2UALITY (BLUESKIN OR EQUAL) ELF ADHERING, FLEXIBLE LASHING MEMBRANE PER 1ANUFACTURES SPECIFICATION 0"o 3/4" UDLX T$G SD COMMONS A 6 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 Iro O.C. W/ R-21 BATT INSUL. OVER GARAGE 3/4" UDLX T$G 8D COMMONS A 6" O.G. PLY PANEL EDGES, 8" O.G. ALL INTERMEDIATE FRAMING MEMBERS, 1" 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. 4X10 HEADER 2Xro EXT. WALLS W/ R-21 INSUL. � 1/2" S/R 2X6 P.T. MUD SILL PL. W/ 1/2" X 10" A.B. (a (00" O.G. MAX. - 7" MIN. EMBED. HORIZ. #4 REBAR 3" MIN. f 12" MAX. FROM TOP OF GONG. ////ZMAM" A / ` 0 TRUSS SECTION 2 TRUSS SECTION TRUSS SECTION SCALE: 114'' = I '-011 -1 LAYER 5/8 TYPE X GWB -1 LAYER 5/8 TYPE X GWB EA. SIDE OF TRUSS -NON BEARING GABLE END TRUSS OR CEILING JOIST, PER PLAN -FIRE BLOCKING ROOF/WALL @ COMMON WALL SCALE: 112" = I '-011 SECTION SCALE: 1/4 11 = 1 I-011 SECTION SCALE: 114'' = I '-011 +- �7 03: _Lu CIL �4 03: �Lu CIL �4 0i _Lu - z- �Q v Ll E 5 G v IN W 0 K S H P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360) 527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W 20 00 d° o a � U � Q w 0(f) Z U� Z � J �p m wo UW Q m m Lu Q U) Z O Lu PROJECT 13.024 DRAWN BY S. Clayton DATE 3.11.14 SCALE As Noted CHECKED Sean Hegstad "AEP.GNSTRIME-P Hegsla PATIO OF WASH OTOI� 3 STORY WALL VV/ vHr�H SCALE: N.T.S. RECEIVED 5/8" TYPE 'X GWB EA. SIDE, TYP. - - ► 2Xro INT. WALLS W/ R-21 INSUL. 11-- VERT. #4 REBAR O.C. HORIZ. #4 REBAR (a 3" MIN. AND 12" MAX. FROM TOP 4" REINFORCED GONG. SLAB Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2Xro P.T. MUD SILL PL. W/ 1/2"Xie" A.B. (a roe" O.C. MAX. f i" MIN. EMBED 4" REINFORCED / GONG. SLAB 4" GRAVEL COMP. SOIL 2" RIGID INSUL. 4 GRAVEL-"" -; ,, -- _ ir i = COMP. SOIL � - 1 - �- -,, -- 1 . II - 5 _1 ;i BTM. OF FOOTING MIN. 18" BLW. GRADE' (2) #4 CONT. REBAR I NTERIOR FOOTING SCALE: N.T.S. 21 1 � , (0„ \Q m � 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. 18"' BLW. GARAGE FOOTI N G SCALE: N.T.S. 2X(o EXT. WALLS - ► VERT. #4 REBAR @ 18" O.C. HORIZ. #4 REBAR (a 3" MIN. AND 12" MAX. FROM TOP 4'" REINFORCED GONG. SLAB 2" RIGID IN5UL- 2X1 e CDR. BELLY BAND W/ I PAINTED Z-FLASHING ABV. C< 2Xro P.T. MUD SILL PL. - -- W/ 1 /2"Xl e" A.B. (a &e" O.G. MAX. ; 1"' MIN. EMBED APp�O)< 4" GRAVEL ITS. i-�Uh 4 TIGHT LINE COMP. SOIL\/\ \\may1111 _ - DRAIN PIPE = ---FILTER FABRIC �A - -- ---- --- GRAVEL FILL W/ 4" PERF. DRAIN PIPE ro BTM. OF FOOTING > MIN. 18" BLW. GRADE (2) #4 CONT. REBAR G SLAB ON GRADE FOOTING SCALE: N.T.S. IJJJIJJJ nn k 2, 0„ * k 2" (0 k k 2, 6 k k 3" 0„ k FH. in in in m n n n C N N A A" B C D 2(04e SH. TEMP. 264e SH. TEMP. 3e3& HV. 5e5e HV 2e4e SH. 2, 6„ 2, 6„ m ;n co an m In 10-t 4) m ,� m ,n m N CJ 0''J �J M N O P Q 6050 HV. 6040 HV. 264e FX 2(o4e GAS 1640 XOX 1)WI N DOW TYPES AND SCHEDULE E F G 2&5e SH. 265e FX. 305e I, 6„ 4' e„ �u N R 4e4e HV 'T.) BELLY BAND W/ .-FLASHING ABV. (OPT.) IUD SILL PL. A.B. (a roe" l" MIN. EMBED 4" TIGHT LINE DRAIN PIPE FILTER FABRIC GRAVEL FILL W/ 4" PERF. DRAIN PIPE 2Xro P.T. MUD SILL PL. W/ 1/2" X le" A.B. (a roe" O.G. MAX., MIN. l" EMBED VERT. #4 REBAR (a 18" O.G. HORIZ. #4 REBAR (a 3" MIN. AND 12" MAX. FROM TOP 4" REINFORCED GONG. SLAB ' � 2" RIGID INSUL. 4 GRAVEL COMP. SOIL -- 1.�� PF l - ��llll Ill![ Il1li= =llll IIIII� a� — BTM. OF FOOTING ---- MIN. 18„ BLW. GRADE (2) #4 CONT. REBAR PATIO BSCALE: N.T.S. GYPSUM WALLBOARD, WOOD STUDS Base layer 51is" 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 Od 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, 2a/s" 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 W a.c. Horizontal bracing required at mid -height. (LOAD -BEARING) WP 3820 SCALE: N.T.S. 2 0" 7 n m co co m 1, 6" 2Xro EXT. WALL W/ R-21 INSUL. f 1 /2" S/R SIDING VARIES, SEE ELEvS. 2ro GA. GALV. FLASHING EXTEND INTO GONG. #4 REBAR 4" CON,;. SLAB (a 3e" O.C. (REINFC RCED) ' N R 4e4e HV 'T.) BELLY BAND W/ .-FLASHING ABV. (OPT.) IUD SILL PL. A.B. (a roe" l" MIN. EMBED 4" TIGHT LINE DRAIN PIPE FILTER FABRIC GRAVEL FILL W/ 4" PERF. DRAIN PIPE 2Xro P.T. MUD SILL PL. W/ 1/2" X le" A.B. (a roe" O.G. MAX., MIN. l" EMBED VERT. #4 REBAR (a 18" O.G. HORIZ. #4 REBAR (a 3" MIN. AND 12" MAX. FROM TOP 4" REINFORCED GONG. SLAB ' � 2" RIGID INSUL. 4 GRAVEL COMP. SOIL -- 1.�� PF l - ��llll Ill![ Il1li= =llll IIIII� a� — BTM. OF FOOTING ---- MIN. 18„ BLW. GRADE (2) #4 CONT. REBAR PATIO BSCALE: N.T.S. GYPSUM WALLBOARD, WOOD STUDS Base layer 51is" 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 Od 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, 2a/s" 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 W a.c. Horizontal bracing required at mid -height. (LOAD -BEARING) WP 3820 SCALE: N.T.S. 2 0" 7 n m co co m 1, 6" 2Xro EXT. WALL W/ R-21 INSUL. f 1 /2" S/R SIDING VARIES, SEE ELEvS. 2ro GA. GALV. FLASHING EXTEND INTO GONG. #4 REBAR 4" CON,;. SLAB (a 3e" O.C. (REINFC RCED) ' ® Z -- --_ ,i,, I1RI�IIII1�il FILTER FABRIC GRAVEL FILL W/ 4" PERF. DRAIN PIPE 4"TIGHTLINE DRAIN PIPE Thickness: 10314" Approx_ Weight: 13 psf Firs Test: See WP 4135 (FM WP 360, 9-27-74), U L R4024, 10-31-68 Sound Test: NGO 3056, 4-7-70 4" e„ ti H I i K L 1 ro1 ro FX 2e2e 5e4e HV. 1(04e XOX 4e2(o HV AWN. OB5C. I" 2" ro 2e2e AWN. Ln S T U V 265e SH 165e XOX 2e3e SH 4e2e HV NOTE: HEADER HEIGHT VARIES BY FLOOR. VERIFY HEIGHT WITH SCHEDULE BEFORE INSTALLING ALL W/ 2 LAVE rPE 'X GWB (l 4" CON 4" GRAVEL, ro MIL. V15OUEEN JJEEN FRAMING, _ PL. (0e N. EMBED :. WALL G.L. (2) HORIZ. #4 REBAR MIN 3" MAX 12" FROM TOP HORIZ. #4 REBAR P 18" O.C. (2) #4 CONT. REBAR FN D N ./FLOOR C� PARTY WALL SCALE: N.T.S. FLASHING (2) SDS 1 /4"x6" SIMPSON SCREWS EA TRUSS FLASHING 12 4 1 2Xro WD FASCIA I W/ CONT. ALUM. HANGER PER GUTTERS TRUSS MANUF EYEBROW ROOF SCALE: N.T.S. BLOCKING FLASHING TRUSS, 24. O.C., SEE PLAN R-21 INSULATION WHERE APPLICABLE WINDOW SCHEDULE BLDG. 1 ei/1 e8 MARK TYPE LOCATION HEADER HGT. UNIT SIZE OPENER MULL 1 A lel STAIR l' ABv. LANDING 2640 TEMP. SH 2 A Ie8 STAIR l' ABv. LANDING 2ro4e TEMP. SH 3 ILI 105 KITCHEN ro'- 9 5/8'" 2e3& SH. 4 U 106 KITCHEN 6"- 9 5/8 2036 SH. 5 C Ie8 LIVING ro'- 9 5/8"" 5e5e HV ro C Ie8 LIVING ro"- 3 5/8" 5e5e HV 1 1C Iel LIVING ro'- 3 5/8'" 5e5e HV 8 1C lei LIVING ro"- 9 5/8" HV 9 U I el KITCHEN 6"- 9 5/8" 2036 SH. le U I el KITCHEN ro"- 9 5/8" 2036 SH. 11 M lel DINING ro'- 9 5/8" ro050 HV 12 A lel STAIR 1' ABv. LANDING 2`40 TEMP. SH 13 N Iel DEN ro'- 9 5/8" ro040 HV 14 N lea DEN ro'- 9 5/8" roe4e HV 15 A 1e8 STAIR 1' ABv. LANDING 264e TEMP. SH 1(0 M 1e8 DINING ro"- 9 5/8" roe5e HV 11 V 1e8 BED 3 (01— 9 5/8" 4e2e HV 18 P 105 BED 3 ro"- 9 5/8" 265e GAS 19 G 108 BED 2 6"- 9 5/8"" 5e5e HV 2e O 1 e8 BED 2 ro"- 9 5/8" 264e FX 21 O 1 el BED 2 ro"- 9 5/8" 2ro4e FX 22 C 101 BED 2 ro"- 9 5/8"" 5e5e HV 23 P 1101 BED 3 ro'- 9 5/8" 2`50 CAS 24 V 101 BED 3 ro"- 9 5/8" 4e2e HV 25 1 1 el BATH ro'- 9 5/8'" 2e2e AWN. OBS 2ro A lel STAIR l" ABv. LANDING 2ro4e TEMP. 5-I 21 Q 101 M. BED (o"- 9 5/.5 1&4e XOX 28 Q 106 M. BED ro"- 9 5/8" 1(14e XOX 29 A 105 STAIR l' ABv. LANDING 264e TEMP. SH 30 1 105 BATH ro"- 9 5/8"' 2e2e AWN. OBS 1/2" VENTED SOFFIT 2Xro EXT. WALL, R-21 INSUL. 6- F71 E 5 G V N W 0 K H P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360) 527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W 00 �O a0 Q� �Q 0 U� z �0 w� UW Q m U) J_ Q W 0 m Lu I- J) z O > Lu PROJECT 13.024 DRAWN BY S. Clayton DATE 3.11.14 SCALE As Noted CHECKED Sean Hegstad 15 3FARGRUTEFAREE" k' Mo gg,d E OF HeWAS14 ITT®Uvl SCALE: N.T.S.