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APPROVED PLN BLD BLD2023-1370-PARTY WALL INFO11.6.2023_11.17.47_AM+3882864Party Wall Documentation For 23222 #109 Edmonds Way and 23222 #110 Edmonds Way Original Building Permit: BLD20140244 Plat: PLN2023-0047 Brackett Court Unit Lot Subdivision Architectural Plans Brackett Court Apartments Edmonds Way 109/110 PROJECT 13-024 DRAWN BY S. Clayton DATE 3.11.14 CHECKED Sean Hegstad RECEIVED Nov 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT City Of Edmonds Building Department Work r SFR COMPLIANCE -------------------------- ------------------ Address 23222 EDMONDS WAY 109 -------------------------------- --------------------------------- Owner BRACKETT COURT --------------------------------- ------------------- Approved Date; 11/15/2023 --------------- - --- - Building Official "Daw"w' W. X dFkaa. Permit Number gLD2023-1370 APPROVED ALL WORK SUBJECT PLANS MUST BE TO FIELD ON JOB SITE INSPECTION FOR CODE COMPLIANCE APPROVED BY PLANNING AFFUCABLE BUILDING CODES Dec 22 2023 I. 2912 INTERNATIONAL RESIDENTIAL CODE, 2912 INTERNATIONAL BUILDING CODE 2. UUASHINGTON STATE ENERGY CODES (INCL VENTILATION f INDOOR AIR QUALITY (VIAQ) 3. UJA51-IINGTON STATE AMENDMENTS AND ORDINANCES 5UILDING DATA SEISMIC ZONE D OCCUPANCY GROUPS RI RESIDENTIAL CONSTRUCTION TYPE V-B Sheets C1, A2, A3, A4 and S3 Attached Edmonds Inspection Forms from BLD20140244 Attached 'gyp A Construction Progress Card, City of Edmonds 121 5th Ave N Edmonds WA 98020 Call 24 hours in advance for inspections RECEIVED B -building: (425) 771-0220 ext 1333 F - fire: (425) 775-7720 Nov 06 2023 OF E -engineering: (425) 771-0220 ext 1326 P - planning: (425) 771-0220 DE EILOPMENDT MONDS SERVICES DEPARTMENT Project: TWO-FAMILY DWELLING - MECHANICAL AND PLUMBING INCLUDED - UNITS 109/110 Permit #: BLD20140244 < Project Address: 23222 EDMONDS WAY, EDMONDS Parcel #: 00555300100902 Owner: KAUTZ ROUTE LLC. TERRA Contractor: PCMI LLC Lender: PROPERTY �i 9224 Dewey Rd 1 C/O STEW PRICE Bellingham, WA 98226 BOX 31097 LICENSE #1: PCMILL*871CD EXP:02/04/2015 SEATTLE,WA 98103 FQ - - 91,72, Construction hours are 7am - 6pm on weekdays, I Oam - 6pm Saturdays. 711 Ids INSPECTION INSPECTOR DATE COMN NTS osion Control/Mobilization ' i♦ E riveway Form & Slope e'er. 1 I r /1 f'p h1 `. r— ErEngineering Final ++ - Setbacks B-Footings B-Foundation Wall B-Foundation Drainage &Slab Insulation B-Plumb Rough In��. B-Gas Test/Pipe i B-Mechanical Rough In B-Fxerior Wall Sheathing/Nailing B-RoofSheathing 1517 B-Windowl`lashing 13rHeight Verification � + B-Fire Stopping 11r B-Framing 1-3-Interior Wall 5heathingNailing 1 ] ull I Ir B-Wall Insulation/Caulk B-Sheetrock Nail B-Fire Stopping iAi B-Building Final r CONSTRUCTION SPECIFICATIONS 1. GENERAL NOTES: A. SEISMIC DESIGN CATEGORY D B. WIND EXPOSURE AND SPEED -30 MPH, EXP. C. SNOW LOAD Ca 25 PSF. D. FLOOR LIVE LOAD 40 PSF. E. DECK LIVE LOAD 60 PSF. F. SOIL BEARING PRESSURE 1500 PSF. G. ALL GLASS IN DOORS, SIDELIGHTS, AND OTHER HAZARDOUS LOCATIONS TEMPERED GLASS (IRC 308.4) 2. FOUNDATION: A. FOOTING: SHOWN AS MINIMUM ON DRAWING AND TO BE POURED ON CENTER OF WALL DIMENSIONS: - FOOTINGS ARE TO BE POURED ON UNDISTURBED OR PROPERLY COMPACTED SOIL. - A 4 PERF. DRAIN PIPE IS TO BE LAID AROUND PERIMETER OF FOOTING AND OVERLAID W/ 1/2" - 2" DRAIN ROCK. B. FOUNDATION WALLS: TO BE BUILT TO SIZE SPECIFIED ON DRAWINGS AND THICKNESS SPECIFIED IS MINIMUM REQUIREMENTS. PLACED IN ACCORDANCE W/ FOUNDATION PLAN. C. REINFORCEMENT 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"X6" DF-L #2 W/ STUDS (a Iro" O.G. HEIGHT OF EXTERIOR WALL TO BE AS SHOWN. - ALL EXTERIOR WALLS SHALL BE SHEATHED W/ 1 /2 STRUCTURAL PLYWOOD OR 1/1 fo" OSB. BRACKING WILL BE DETAILED IN PLAN. - ALL WINDOW HEADERS AND BEARING WALL BEAMS TO BE 4"XI0" 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"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 112" CDX STANDARD, BUT WILL VARY W/ ROOFING PRODUCT USED. D. CONNECTIONS - ALL CONNECTORS ARE SPECIFIED AS SIMPSON, EQUIVALENT LUMBERLOGK CONNECTORS WILL BE SATISFACTORY - NAILING SCHEDULE TO BE IN ACCORDANCE W/ TABLE 1, R(o02.3 (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. BRACK TT COURT ART UNITS 109 & 110 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, (360) 303-8572 SINGHASONG2@MSN.COM WA 98228 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 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. 1 F. LIGHTING - SEE LIGHTING PLAN FOR CODES AND REQUIREMENTS. 5. INSULATION: (2012 WSEC) A. VAULTED ROOF/CEILING: TO HAVE MINIMUM OF R-38 INSULATION FLAT ROOF/CEILING TO HAVE MINIMUM OF R-49 INSULATION ROOF/CEILING W/ ADVANCED FRAMING: TO HAVE MINIMUM OF R-35 INSULATION. B. FLOOR: R-30 INSULATION A FRAMED, R-16 (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 �I _ A. CONTRACTOR � HOME OWNER TO INSTALL ADEQUATE FLASHING AT ALL WATER INFILTRATION POINTS SUCH AS, BUT NOT LIMITED TO, RECEIVED 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. - Nov 06 2023 C. ALL CAULKING MUST BE INSPECTED � MAINTAINED ANNUALLY CITY OF EDMONDS BY HOME OWNER USING APPROVED EXTERIOR SIDING CAULK DEVELOPMENT SERVICES CODES: VALLEY FLASHING -IRC 905.2.8 /IRC 905.4.ro DEPARTMENT OTHER FLASHING - IRC 905.2.8.4 _ FLASHING ; COUNTERFLASHING - IRC 905.3.8 WATERPROOFING WEATHER EXPOSED AREAS, I.E. DECKS ; BALCONIES - IRC 103.8 MASONRY - R103.1.5 AND WINDOWS - R612.1 AND R103.8 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 (162 MM) FOR EACH 45-DEGREE (0.6 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. (M1502.6) 2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, SPARK, OR FLAME SHALL BE LOCATED A MINIMUM OF 18" ABOVE THE GARAGE FLOOR (IMC.304.3) 3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMOOTH -BORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDING 6 FT. IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. (IMC.504.6) 4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER FOUR FEET TALL SHALL BE STRAPPED DOWN TO PREVENT OVERTURN IN AN EARTHQUAKE. (UPC.508.2) 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.ro08.5) 2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. (UPC.801.4) 3. PROVIDE AN APPROVED BACK FLOW PREVENTION DEVICE AT ALL HOSE BIBS. (UPG.608.4.1) 4. PROVIDE A CLEAN -OUT WHERE BUILDING DRAIN AND BUILDING SEWER LINES CONNECT. (UPC 119.1) 5. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A GLEANOUT AT ITS UPPER TERMINAL. (UPG.l0l.4) 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 20 a° Q? w LU w U 0 0 Z �0 2 wo UW Q m m w Q U) z O w PROJECT 13-024 DRAWN BY S. Clayton DATE 2.27.14 SCALE As Noted CHECKED Sean Hegstad 8113FEG,S�LFCDDVTCC1 kMoHQggT,3,d E OF WAS04 I�T014 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 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 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.$) CLASS C (FLAME SPREAD 16-200) 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 1 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. 6. THE CONTRACTOR SHALL UTILIZE CONSTRUCTION TECHNIQUES AND PRACTICES STANDARD AND ACCEPTABLE TO THE CONSTRUCTION INDUSTRY. THE ARCHITECT DOES NOT ASSUME LIABILITY OR RESPONSIBILITY FOR METHODS OF CONSTRUCTION DETAILS NOT INCLUDED IN THESE CONTRACT DOCUMENTS, 1. THE ARCHITECT HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS WORK, THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ARCHITECT SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR OR SUBCONTRACTOR OR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY BY ANY PERSON. 8. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH AFFECTED WORK. 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. 5.0' WOOL)FENCE ', EXISTING FENCE (0. 1 1 ' N , ❑ . 3' 1N 0 F - f� A ADJ. PROPERTY 6.0' WOOD FENCE CORNER) (0.25'S OF CORNER) r rI -x `r,'x � 24nx 61.9 0' x I AREA of SAND FILTER MAUL 10, „ -375 � 0. 10' 4" 37h 10' 0" 10, Cr � - 40 N LINE " 11 0 } 38 F I „ SB G .3 .. 0 W + ' 1f 4' WALKWAY O SETBACK., (� FENCE - - = T -, _ ��n_ �,�NG- • SEE CIVIL FOR SIDEWALK )' S O F 5' 4" I~ ,_ :-" �� t FIRE LANE" SIGN I . I`EL 375.1'L 315.d , . La + . `� _ 1, LOCATION SHAPE t C.B. IR N ER) " 1EL I I , 0„�` ELECTRICAL\\ TRANSFORMER /TOP=,374-04 37A r UNIT 108 �i I UNIT l O9 �*] 24X24 • 1 ADDRE55: 23a24 _ _ i, ADDRESS: 23a22 sr 3 BED J a CAR r '"` a + 2 BED 2 GAR L3-15. S UNIT UNIT7a4 5F 240 451 SF `VA ti GAR ACxE 590 SF } FF 0 315.2 1 PAINT CUPkBS �� FFAA 315E a YELLOW/fOR FIRE LANE ) COLOR SGHEI"r1E A _.. coLOR SCHEME 13 L04DE1Iw,loN,fr1'P. j l c. AS TYP E?`HANGf-{] W 5`X3'-3 v { PATIO, TYP: 1 I VE WA x l _x suu t ; UNIT � x 316.E I -r. ��7�"=IP { �- 6' PRIVACY FENCE N T 107 I ADDRESS: 23222 WI 3' OF RET. WALL, TYP . I. - �IWLANE` NPARKING- ` ` 2 13E0 J 2 CAR } , X l ADDRESS: 23224 :t SIGN L S } 1150 5F UNIT r 1p GA x l 3BEDJ2GAR >, I 1 ' � 408 SF x `� 3c'3 iC.I I i Y 1�24 Sr UNIT7, I GARAGE.l'3d5c tCMN) ; _ 451 5F : 3i4: g FF 49 315.5 f_ � ul�Hr _ - 4 GARAGE _ �> e COLOR SCHEME B d' WALKWAYSTD A 315.2 _ f ? EL: 311.4 \ ` oLOR SCHEME A _.� L Ste.. L S EG 31%1 - ` m IN V (SE)=370.83 INV (NW)=370.22 4' I I 111 E� ENO PARKING- �., t•, ,� , 0 I E� 3 I /'FIRE LANE" SIGN 16 4" 38 FIR r _ ' ` •'' rIb N7 ARKING ,� r y,2 . I p ,� WALKWAYS FI E .ONE" SIGN PAINT CURBS �� rm • 1� �Q • (D `� ' �. 1� ':� \ ;'' PAYED YELLOW FOR FIRE LANE DRIVEWAY DEIINIATION, 71'1'5� 249' �yt� EL 3171 r {► .� �ti NEW 6' WOOD 11 4 2;; F R �'. _ - - \ �� OM FENCE S 15' I�" NIT 1 4 NO PARKI r_ - _ r y 4 "NO PARKING- , ~ &FIRE LAN SB ADDRESS 2322(o i - -- - -- - FIRE LAI� SIG' � ,• -I -- -- .. ter' ` � ..� ,. 3 BED 2 GAR - _ •-- a _ � I � „ '1724 5F UNIT WALL LIGHT, TYP. NO P45i 5F BEE L5 FIRE 1JE' gI C3Ng T-T11i I j GARAGE 1 ' E... 37e ■ FF A 35.5 PAINT CURBS L 3 I 1 S .. i LINK FENCE YELLOW FOR FIRE LANE { I -� 1i �� COLOR 5GHEt'IE B } I " _ r= PROP. LINE} r DELIwAr1oN, TYP. I 1 X r_ w �x I yL5. l I+' 4 _ 27 1 'NO PARKING- r,: � 1 � r�f 4 ' a 'UNI FIRE LANE" SIGN UNIT 10 K ADDRESS 23230 ADDRESS 23230 1, &' PRIVACY FENCE UNIT 1 , UNIT 1 e - wl 3' OF RET. WALL, TYP �� =� ro' TALL WOOD I ADDRESS 23228 2 BED 1 2 GAR 1 BED J 1 GAR ADDRESS a3226 ADDRESS 23228 2 BED J 2 GAR 1433 SF UNIT 9�9 5F UNLIT AR FENCE I 2 BED 12 GAR T..L ,...� j ' �- ` l 3 BED J 2 C _ WI (2) 4'0 1433 SF UNIT 388 SF 330 SF { 1724 SF UNIT „_ DODRB I 101E Sr- UNIT - CxARACxE GARAGE 1 457 5F 24� 0 _ - -- 388 Sr- GARAGE war FF P 36.0' FF P 316.0' III CxARAGE ►� 1 ' r F �R3 5 5' f � � � CMUICONC I � FF � 3�S.s FF � 3�5.8 COLOR SCHEME A rOLoR SCHEME A F RETAINING WALLSCHEME_ EL_3"aY 3 I - - ' GDLOR SCHEME 13 i I COLOR SCHEME B _COLOR aB 10+ 0-- �� I L :78 $ r ► �4 E' 3Z8.0 f �i l»L 91$_ •40 _ _ i 101.7 VX3 I ', • II 10' CK' 'e 10, 0" PATIO, TYP, 15' 2" 10� 0,. Y 4' WALKWAY - + 10 0„ Site Retai •I. 01. 10' 0"SB . PROJECT SIGN -PER SEPARATE PERMIT U� y� (Y \\ L� �r 34' 1" w, 1 9' 10" �~-- _- I_ - - af- 1--- - - - - .... - ._ X - �- I l J . NEW �o''0") r 1 - "- -� - -- ly $�`j 4�,] (1.15'N OFF WOOD 5.0 CHAIN LINK FENCE 382 li=; ; ` PROP. LINE) FENCE, TYP' (Q•4 N OF PROP. LINE) WOOD �D.0' CHAIN LINK FENCE FOUND 5/8" REAAR WITH CAP FENCE'S (0.02'N OF PROP. LINE) STAMPED: "R. M. A. LS4561 " (WO.03', S0.2' OF CALC'D POSITION) SITE PLAN SCALE: I " = 1 0' - 0" 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 Spacesi FIRE LANE NOTES LVl V14V - 1. "v 'J 0' 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 5516, OR EQUIVALENT) -SIGNS SHALL BE RED LETTERING ON A WHITE BACKGROUND -SIGNS SHALL BE SPACED fie FEET APART OR AS DIRECTED BY THE FIRE MARSHAL RECEIVED Nov 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REMOVE EXISTING RETAINING WALL AS PER CIVIL -; I FIRE HYDRANT- FACE OF CURB " LAND USE INFORMATION SNOHOMISH COUNTY BUILDING JURISDICTION' 23220 EDi" IONDS WAY ADDRESS 005553-001-005-02 PARCEL NUMBER: MULTI FAMILY RESIDENTIAL ZONING: LOT SIZE, 1555(c.-15 SOFT IMPERVIOUS SURFACE: PROPOSED 1) ROOF AREA: 1509 SOFT 2) FOOTPRINT: 1513 SOFT 3) GOY. PATIO/DECK 0 SOFT 4) 11P. PATIO/DECK 80 6oF-r 5) DRIVEWAY f SIDEWALKS. 6062 SOFT ro) imp. SURFACE COVERAGE (2-5> 1653 SOFT -I) LOT COVERAGE, 66.1% BUILDING SETBACKS FRONT 15'0'' REAR - SIDES - 10f0'' L H A G IN 4 E K 5 O P FERNDALE, WA 98246 136r.) -;r 28,10 AVdNH,41rFF I+NVC!-)f%? COPYRC-HT 2014 Z J 0- Lwo, r m w O U3 Z 0 w AC PROJECT 13-024 DRAWN BY S. Clayton DATE 2,27.14 SCALE As Noted CHECKED Sean Hegstad 8113 1 ARICH111= 1 HegStid L,5e2n iATE OF W HINGTON 4a a CL- BB 1 A4 22' 0` 1 1 HR. FIRE SEPARATION BETWEEN GARAGES AND I LIVING SPACES USING 518" TYPE-X SIR FROM FLOOR TO CEILING I FIRE TAPED I I 2 GAR GARAGE o iv! CONC Iv o(1 II I' I MTL BALLARD I• SLOPE 2 II I OVERPOUR -------------- 0 DOOR, TYd 12' 4 314` 20 MIN. 1 CLOSER F ENTRY ; Vxlil ' TILE I lh UP :: R 157 I 0066" a R HALF LJTE 2868 f OV ERPOUR 1 2' S 112" A DOOR, TYP 1' 1 PATIO r �' F 80X50 t REC ROOM I # 8,47C118 I # ft CPT 4 I 1 I# /-4 I# II �/ II 1# 8' 0 GROUND FLOOR PLAN SCALE; 1 /4" = 1 'Q° STAIR NOTES 14' ®" F � vo A4 '5' 11 1/2' I i 1 S3 ------- %TYP I PATIO 80X50 CONC I I I I I I T 5TORAGE 50X100 GONG MTL BALLARD IWP3820 I 29' 11 112" 10' 0" , , , I , I I I 1 I I 1 1 HR. FIRE SEPARATION _ g BETWEEN GARAGES AND 33 LIVING SPACES USING 548 - - - - - - - - - - - - TYPE-X SIR FROM FLOOR -;P TO CEILING I FIRE TAPED r ! O P TII I PA I I 1 s 1 I ] i1 A UNIT 1140 W 2 GAR GARAGE 21 e'X240 CONC i I I I Oyl �► O a --------------- ABV. - - - - - - - - - - - - - Tr'P OVERPOUR 0 DOOR, TYP 160-10 OWD ---------------------------------- 11 1128'0' 8�0'� 4 6 52' 112' 1. STAIR CALCULATIONS ARE BASED ON A (15`1 118") FIN. FLR. TO FIN. FLR DIMENSION AND 8 -9 115" FIN. FLR. TO FIN. FLR. AND SHALL BE FIELD VERIFIED Br THE CONTRACTOR, AND ADJUSTED ACCORDINGLY. 2. 1ST- (t 5) RISERS 0 1 1 /4" FROM FINISHED TREAD TO FINISHED TREAD (t 4 RUNS p It" (12" FIN.). 2ND- (15) RISERS (a 7" 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. 6. HANDRAILS MAY PROJECT INTO THE REQ'D WIDTH A DISTANCE OF 3 112" FROM EACH SIDE OF A STAIRWAY. 1. ANY ENCLOSED USABLE SPACE UNDER STAIRWAYS SHALL BE 1 HR. FIRE RESISTIVE CONSTRUCTION BY MEANS OF 518" TYPE-X S.R. WALLS I CEILING, TAPED AND MUDDED. 8. MAINTAIN A MIN. OF 6'-8" HEADROOM CLEARANCE MEASURED VERTICALLY FROM TREAD NOSING TO NEAREST SOFFIT. 9. R303.1 STAIRWAY ILLUMINATION. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL 5E PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS AND SHALL RELIEVE POWER FROM THE PRIMARY BUILDING WIRING. 2S' 11 112* leX50 TILE 'I 6r RECEIVED Nov 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 406.2, SHALL INCLUDE GAS OR PROPANE WATER HEATER WI MIN. Elm OF 0.62, OR ELECTRIC WATER HEATER WI MIN. EF OF 0.93. ALL SHOWERHEAD f KITCHEN SINK FAUCETS SHALL BE 1.15 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL 5E RATED AT 1.eGPM OR LESS. NOTE MIN. AFUE.- S5% AIR LEAKAGE CONTROL PER WSEC OPT. 3A PER WSEC TABLE 406.2, TABLE 40ro.2 OPT. A.- REDUCE TESTED LEAKAGE 7O 4 AGH MAX UNIT 109 SQUARE FOOTAGE: GRND FLOOR 342 SF MAIN FLOOR 114 SF UPPER FLOOR 543 SF TOTAL - 1555 SF GARAGE 405 SF UNIT 110 SQUARE FOOTAGE. GRND FLOOR 108 SF MAIN FLOOR III SF UPPER FLOOR IV SF TOTAL - 1 ro1 & SF GARAGE 590 SF D E S 1 a N W a R K S H 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW. HAV EN-DW. COM Q COPYRIGHT 2014 z J a. o a LL m uJ i 2 i X PROJECT 13-024 DRAWN BY S. Clayton DATE 2,27.14 SCALE As Noted CHECKED Sean Hegstad aaa3 � Da:E�VSTE4+� { ARCH=' i �e2V>! M. Melts 57'ATE OF WASHINCT®N BB A4 52' 112' r �1 22' 0" 4' 4 114" x' 64 2' 0`.. z. �� �- 2. 6., 1' 3"q- 4' 3,. I I M. 8ED TILE I I A°i{1 n` 3" _ �c CPT .7 II 80<-FM I ■ m II 1 112" 7' 1p tiff II p _ r lr Y I { 1. 2aegs _ I I �►� :C1 J I I u' = CPT r I I -------------------fit 11©v>r ® 5 71S �ATTIC XS,&Im" GCE°a!� TILE - DIN! .. 8e01=MUNIT I 2ab� WWI i IRTS l 1 ev i I roefve CL I 1 !I it II rl ]II ll •• BED #2 I 1 II l3�X138 II CPT I{ I r" II II t T 5' 5 1 /2 .2' 2 112 Imm UPPER FLOOR PLAN SCALE: 1 /4' - I'd' mm BB A4 I" S' 11 1l2" w u a1< 4 .�;II ail I 9_O2[ CE'JNG t, 41 ml I 1 DED #2 I I l eaw I II CPT I I RAKE WALLO II �i i<E M-A Is, 0" i � � I L,2A&15 11 Y 28�8 VD BATH 8�X88 TILE r CPT i T/S i8X5� CPT IJNT 110 A771G 4' 5" AGGESP Z�68 �tiil 2868 l l eV I I 11 ev I ! 80CFM I 1 9� je I . PI ATE A 6'-3" 1 M. BATH 1 M. BED S2XIe6 I _ 13&X11& TILE + CPT _ a JIM FP SWAFT, FUR WALL AS FEf 2 MIN. MANUF. ySPEC.r U _ JIM SLOPE CEILING _ 1 1� L 255EV LL �I 1 �„LEJE 4 4 114 I"" I' 5 112' 13' e, ' 2' IN PATIO BELOW c I 11 51a` A4 -�• I Y 140 Ile ON 15R 13' S ;>a MAIN FLOOR PLAN SCALE: 114 'o STAIR NOTES BB IIK 1. STAIR CALCULATIONS ARE BASED ON A (15'-1 11a") FIN. FLR. TO FIN. FLR DIMENSION AND 5'-13 115" FIN. FLR. 7O FIN. FLR. AND SHALL BE FIELD VERIFIED Br THE CONTRACTOR, AND ADJUSTED ACCORDINGLY. 2. 1ST- (15) RISERS 0 i 1/4" FROM FINISHED TREAD 70 FINISHED TREAD (14 RUNS p It" (12" FIN.). 2ND- (15) RISERS (% i" FROM FINISHED TREAD 70 FINISHED TREAD (14 RUNS (% II" (12" FIN.) 3. USE (3) 2X12 #2 D.F. FOR STRINGERS 4. FIRE BLOCK CONGEALED 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. &. HANDRAILS MAY PROJECT INTO THE REQ'D WIDTH A DISTANCE OF 3 112" FROM EACH SIDE OF A STAIRWAY. 1. ANY ENCLOSED USABLE SPACE UNDER STAIRWAYS SHALL BE l HR. FIRE RESISTIVE CONSTRUCTION BY MEANS O1= 5/5" TYPE-X S.R. WALLS I CEILING, TAPED AND MUDDED. 5. MAINTAIN A MIN. OF &'-a" HEADROOM CLEARANCE MEASURED VERTICALLY FROM TREAD NOSING 7O NEAREST SOFFIT. S. 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 RELIEVE POWER FROM THE PRIMARY BUILDING WIRING. FRAMING NOTE FOR ALL BEAM SIZES'f 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. Elm OF e.&2, OR ELECTRIC WATER HEATER WI MIN. EF OF e.933. ALL SHOWERHEAD f KITCHEN SINK FAUCETS SHALL BE 1.15 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT I.eGPM OR LESS. NOTE MIN. AFUE: S5% AIR LEAKAGE CONTROL PER WSEG OPT. 3A PER WSEG TABLE 40&.2, TABLE 4ero.2 OPT. A., REDUCE TESTED LEAKAGE 70 4 AGH MAX. UNIT 1 es SQUARE FOOTAGE: GRNO FLOOR 342 SF MAIN FLOOR 114 SF UPPER FLOOR 543 SF TOTAL - 1 S5S SF GARAGE 405 SF UNIT lle SQUARE FOOTAGE. GRNO FLOOR 1 ea SF MAIN FLOOR ill SF UPPER FLOOR 11b1 SF TOTAL - 1 rol & SF GARAGE 5Se SF hCCI►CIVCIL) Nov 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H G N V w O R K E 5 N F) O 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW. HAV EN-DW. COM Q COPYRIGHT 2014 Q IZ 0 0 LL r m w 0 U) z O w PROJECT 13-024 DRAWN BY S. Clayton DATE 2,27.14 SCALE As Noted CHECKED Sean Hegstad 4i1J RMISTESM ARCHTr T Smn 9. Hegslad sr�r1E a� rlr►w,�cr� 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 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 - 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 15/8" S/R LID H2.5 TIE TO EVERY OTHER TRUSS \ RIGID R-10 INSUL. \ 4X10 HEADER 1X TRIM .UINDOW f TYVEK INSTALLATION rO BE INSTALLED W/ BEST QUALITY (BLUESKIN OR EQUAL) 5ELF ADHERING, FLEXIBLE FLASHING MEMBRANE PER MANUFACTURES SPECIFICATION T 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 @ 16 O.G. 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, 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. 4X10 HEADER IX TRIM II 1 X TRIM 0019 t✓' \%2X(o EXT. WALLS W/ R-21 INSUL. � 1 /2 " S/R 2Xro P.T. MUD SILL PL. W/ 1/2" X 10" A.B. (a 60" O.G. MAX. - 7" MIN. EMBED. HORIZ. #4 REBAR 3" MIN. � 12" MAX. FROM TOP OF GONG. FOUNDATION SCHEDULE A-5" D - a E - 24" MIN. F- [i _ Ul J 1L L w Q J (L aD 1 ro 14 6 14 6 NOTE: DWG PROVIDED FOR ILLUSTRATION PURPOSES ONLY GIRDER TRUSS SECTION SCALE: 1 /4" = I Loll NO OPENINGS ALLOWED, TYP. 4" 9" MIN 4' 9" MIN W/ 1/16 FIRE TREATED PLWD. W/ 1/16 FIRE TREATED PLW 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: 1 /211 = 1 I-OII 1 A ECTION \A' 3 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT E S 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 �O ao z Q? o D 0 (A z U� z � �o m wo UW Q m m w Q U) z O L > w PROJECT 13-024 DRAWN BY S. Clayton DATE 2.27.14 SCALE As Noted CHECKED Sean Hegstad u 0 �FAERSCHSTIRFS-LER kMoHQgslad E OIF WAS14 IOTDUvI 3 STORY WALL W/ GARAGE SCALE: N.T.S. 5/8" TYPE 'X GWB EA. SIDE, TYP. - - ► 2Xro INT. WALLS 2Xro EXT. WALLS W/ R-21 INSUL. ► VERY. #4 REBAR VERT. #4 REBAR 2Xro P.T. MUD SILL PL. (a18"O.C. (a 18 O.G. W/ 1/2"X10" A.B. (a roe" O.C. MAX. 7" MIN. EMBED HORIZ. #4 REBAR Ca 3" MIN. AND HORIZ. #4 REBAR 12" MAX. FROM TOF (a 3" MIN. AND 4" REINFORCED 12" MAX. FROM TOP /CONC. SLAB 4" REINFORCED 4" REINFORCED GONG. SLAB 4" GRAVEL GONG. SLAB � � COMP. SOIL 4" GRAVEL----- 2" RIGID INSUL.-- 4" GRAVEL-"" - COMP. SOIL - r �i�i 1 III COMP. SOIL _ i,ll ihii 1 i INT -A - 5 BTM. OF MIN. 18" BLW. BTM. OF FOOTING MIN. 18" BLW. GRADE' (2) #4 CONT. REBAR INTERIOR FOOTING SCALE: N.T.S. GARAGE FOOTI N G SCALE: N.T.S. 2X6 EXT. WALLS - ► VERT. #4 REBAR @ 18" O.G. HORIZ. #4 REBAR Ca 3" MIN. AND 12" MAX. FROM TOP 4'" REINFORCED GONG. SLAB 2"' RIGID INSUL- 4" GRAVEL COMP. SOIL 2X10 CDR. BELLY BAND W/ 1 PAINTED Z-FLASHING ABV. 2Xro P.T. MUD SILL PL. - -- W/ 1 /2"Xl e" A.B. (a (o0" O.G. MAX. l MIN. EMBED APpRO)< 4" TIGHT LINE 7zti=1_ — DRAIN PIPE umwu BELLY BAND W/ FLASHING ABV. (OPT.) IUD SILL PL. A.B. (a roe" 71" MIN. EMBED 4 4" TIGHT LINE DRAIN PIPE FILTER FABRIC GRAVEL FILL W/ 4" PERF. DRAIN PIPE 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 i5d coated nails, 1718" long, 0.085" shank, 1/4" heads, 4" o.c. Face lager 54' type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 8d coated nails, ais' long, 0.100" shank, 1/4" heads. 8" o.c. ,points staggered 18" each layer and side_ Sound tested with 112" 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) -_- - -FILTER FABRIC --I �A - -- ---- ----GRAVEL FILL W/ 4 PERF. DRAIN PIPE Thickness: 01�" Approx_ Weight: 13 psf ro i Firs Test: See WP 4135 11 I I (FM WP 360, 9-27-74), UL R40 4, 10-31-68 BTM. OF FOOTING",, -`Sound Test: NGO 3056, 4-7-70 MIN.18"" BLW. GRADEEYEBROW ROOF (2) #4 CONT. REBAR E SCALE: N.T.S. ILL W/ 2 LAVE rPE 'X GWB (l 4" CON 4" GRAVEL, _. V15OUEEN 2Xro WD W/ CON G JJEEN FRAMING, _ PL. 60„ N. EMBED :. WALL G.L. (2) HORIZ. #4 REBAR MIN 3"" MAX 12" FROM TOP HORIZ. #4 REBAR P IS" O.G. (2) #4 CONT. REBAR FN D N ./FLOOR C� PARTY WALL \^/ SCALE: N.T.S. FLASHING G SLAB ON GRADE FOOTING SCALE: N.T.S. j 11 21 (0 2 1, �„ k k 3, 0„ k 5, 0„ �k 2, 0„ * k 2" �„ k k 2, �„ k k 3" 0„ k m m \Q FH. Ll 'n 0)m 0)N N N A A" B C D 2(o4e SH. TEMP. 264e SH. TEMP. 3e3& HV. 5e5e HV 2e4e SH. ro" 0 ro" 0 2 ro 2 ro m in m n m Ln p ,n N CJ 0''J 11 —11 M N O P 6050 HV. 6040 HV. 264e FX 2(o4e GAS DWI N DOW TYPES AND SCHEDULE SCALE: N.T.S. m N Q 164e XOX F G 2(15e FX. 30E e 4' 0„ �u N R 4e4e HV 2' 6" m d) S 265e SH WP 3820 SCALE: N.T.S. H 1ro1ro FX Ln I 2e2e AWN. OBSC. I" 2e2e AWN. J 5e4e HV. 5" 0 K 1(o4e XOX 2" 0 11 El n m A m � sh cn 01 1, 6" 4" 0„ T U V 765e XOX 2e3e SH 4e2e HV L 4e2o HV NOTE: HEADER HEIGHT VARIES BY FLOOR. VERIFY HEIGHT WITH SCHEDULE BEFORE INSTALLING N R 4e4e HV 2' 6" m d) S 265e SH WP 3820 SCALE: N.T.S. H 1ro1ro FX Ln I 2e2e AWN. OBSC. I" 2e2e AWN. J 5e4e HV. 5" 0 K 1(o4e XOX 2" 0 11 El n m A m � sh cn 01 1, 6" 4" 0„ T U V 765e XOX 2e3e SH 4e2e HV L 4e2o HV NOTE: HEADER HEIGHT VARIES BY FLOOR. VERIFY HEIGHT WITH SCHEDULE BEFORE INSTALLING WINDOW SCHEDULE BLDG. 109/110 MARK ITYPE LOCATION HEADER HGT. UNIT SIZE OPENER MULL 1 A lie STAIR 7' ABV. LANDING 2640 TEMP. SH 2 R 109 REG ROOM 2"-81, 4e4e HV 3 R 109 REG ROOM 2"-81' 4040 HV 4 1 109 REG ROOM 6"-8"" 2e2e AWN. 5 I 109 REC ROOM ro "-8"' 2e2e AWN. ro D 110 STAIR 6'- 9 5/8" 2e4e SH. l D I I e STAIR (0,-9 5/8"" 2e4e 5H. 8 I 110 BATH 6"- 9 We" 2e2e AWN. OBS 9 Is lie LIVING ro"- 9 5/8" 2`50 SH 10 S lie LIVING ro"- 9 5/8" 2`5e SH 11 S lie LIVING 6"- 9 5/8" 265e 5H 12 S lie LIVING 6"- 3 5/8" 2( 5H 13 R le`-J MEDIA/FAMILY RM ro'- 13 5/8 4e4e HV 14 R 109 MEDIA/FAMILY RM ro'- 9 5/8" 4040 HV 15 11 109 POWDER ro,- 9 5/8" 2e2e AWN. OBS 16 B 109 KITCHEN ro"- 9 5/8" 3e36 HV 11 G 109 DINING ro'- C3 5/8" 5e5e HV 18 C 109 DINING 6'- 9 5/8" 5e5e HV 19 C 109 DINING ro'- 9 5/8" 5e5e HV 20 G 109 DINING ro'- 9 5/8" 5e5e HV 21 B 109 KITCHEN 6"- 9 5/8" 3e36 HV 22 A lie STAIR 71' ABV. LANDING 264e TEMP. SH 23 1 110 M. BATH 6"- 9 5/8" 2e2e AWN. OBS 24 E 110 M. BED ro"- 9 5/8" 2&50 SH 25 E lie M. BED ro'- 9 5/8" 265e SH 26 E Ile M. BED ro'- 9 5/8" 265e SH 21 E 110 M. BED 6'- 9 5/8'" 265e SH 28 T 109 BED 2 ro 9 5/8" 1&5e XOX 29 1 109 BATH ro"- 9 5/8" 2e2e AWN. OBS 30 U 109 W/D ro"- 9 5/6" 2e3e SH 31 U 109 W/D 6"- 9 5/8" 2e3e SH 32 C Ie9 M. BED 6'- 9 5/8'" 5e5e HV 33 C 109 M. BED 6'- 9 5/8" 5e5e HV 34 1 109 M. BATH ro"- 9 5/8" 2e2e AWN. OBS 35 G lie BED 2 ro'- 9 5/8" 5e5e HV 36 1 109 M. BATH (0,-9 5/8"" 2e2e AWN. OBS 31 A" Ie9 STAIR 6'- -3 5/8" 12&4e TEMP. ISH RECEIVED Nov 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F71 E S 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 �O a° Q>- J (n H W O Q � Uz �0 wo UW Q m m w I- Q U) z O > w PROJECT 13-024 DRAWN BY S. Clayton DATE 2.27.14 SCALE As Noted CHECKED Sean Hegstad �3FAWGRS TLECDDVTC�C�T k' Mo HQgg� d E OF WASOfi G 014