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APPROVED PLN BLD BLD2023-1363+PARTY WALL INFO+10.27.2023_1.00.31_PM+3866368RECEIVED Oct 30 2023 Party Wall Documentation For 23228 #103 Edmonds Way and 23228 #104 Edmonds Way Original Building Permit: BLD20140241 Plat: PLN2023-0047 Brackett Court Unit Lot Subdivision Architectural Plans Brackett Court Apartments Edmonds Way 103/104 PROJECT 13-024 DRAWN BY S. Clayton DATE 3.11.14 CHECKED Sean Hegstad City Of Edmonds FEDMONDS TSERVI DEVELOP ENT SERVICES DE RTMENT Building Department Work r SFR COMPLIANCE Address: 23228 EDMONDS WAY 103 ---------- ---------------- ------------ Owner BRACKETT COURT ------------- - ------------ Approved Date - - - - - - - Building Official: V07LOTMUL W. X v4aac Permit Number BLD2023-1363 ------------------------ ALL WORK SUBJECT APPROVED TO FIELD PLANS MUST BE INSPECTION FOR CODE COMPLIANCE ON JOB SITE APPROVED BY PLANNING aa 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, and S2 Attached Edmonds Inspection Forms from BLD20140241 Attached I - _ - RECEIVED %'f Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Construction Progress Card 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 - UNITS 103/104 Permit #: BLD20140241 Project Address: 23228 EDMONDS WAY, EDMONDS Parcel #: 00555300100902 Owner: KAL'TZ ROUTE LLC TERRA Contractor: PCMI LLC Lender: PROPERTY �' 224 Dewey Rd CIO SIEVE PRICE ( Bellingham, WA 98226 PO BOX 31097 LICENSE # PCMILL*871 CD XP:02/04/2015 SEATTLE, WA 98103 3(c0 3e Z eYf 7 2- �"p OA,`" Construction hours are lam - 6pm on weekdays, loam - 6pm Saturdays. 1 INSPECTION INSPECTOR DATE COMMENTS &Erosion Control/Mobilization FDri►+eway FomiB Slope Ver. EE FDgmeering Final ! �` B-Setbacks :1 {•1 rn I j B-Footings B-Foundation Wall , B-Foundation Drainage 1 a B-Slab Insulation B-Plumb Rough In B-Gas Test/Pipe • ] ���' B-Mechanical Rough In • �L EB-E=rior Wall Sheathing/Nailing p3 -Roof Sheathing B-NN 'indowFlashing 1/ Al erificationpg�a11 Sheathing/Nailing L N' rLo lati�n/CaulkNail B-Fire Stopping B-Building Final �� 1 �'7� . 1 1 1 1 0 OL RECEIVED r Oct 30 2023 Status Insp, ID Description CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Inspection: / /2 1 M Discussion of fire resistive separation and penetrations Inspection; 7ds21 CMS V 11 1 -Interior Wall Sheathing/Nailin Inspection: 4 / /2 1 CMP Note: I st layer gyp 11 -Wall Insulation/Caulk Ve - Inspection: i/08/201g$i MP q �¢� Nail 2I I R 1 road or plat access due to trenching t 1152 B-Fire Stopping 11 B-Building Final Inspection: 05/23!2 1 OM verify WSEC R406,2 compliance path RECEIVED 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 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 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 BE 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 A615, 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 or - 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 @ 16" O.G. HEIGHT OF EXTERIOR WALL TO 5E AS SHOWN. - ALL EXTERIOR WALLS SHALL 5E SHEATHED W/ 1 /2" STRUCTURAL PLYWOOD OR 1/16" 055. 5RACKING WILL 5E DETAILED IN PLAN. - ALL WINDOW HEADERS AND BEARING WALL BEAMS TO 5E 4"XIO" UNLESS SPECIFIED ON DRAWINGS. - INTERIOR WALLS TO 5E 2"X4" CONSTRUCTION PLACED Ca 16" 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. - BATHROOM 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 112" CDX STANDARD, 5UT WILL VARY W/ ROOFING PRODUCT USED. D. CONNECTIONS - ALL CONNECTORS ARE SPECIFIED AS SIMPSON, EQUIVALENT LUM5ERLOGK 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 ; DOORS TO 5E SEALED INTO WALL W/ CAULKING WEATHERSTRIPPING 5. ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED TO UNCONDITIONED WALLS ; FOUNDATIONS TO 5E 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 M1508.1 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-38 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 Ca 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 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. 5. WATER PROOF DECKS AND BALCONIES 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 - IRC 905.2.8.4 FLASHING f COUNTERFLASHING - IRC 905.3.6 WATERPROOFING WEATHER EXPOSED AREAS, I.E. DECKS f BALCONIES - IRC 103.5 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 5E REDUCED 2.5 FEET (162 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. (M1502.6) 2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, SPARK, OR FLAME SHALL 5E LOCATED A MINIMUM OF 18" A50VE THE GARAGE FLOOR (IMG.304.3) 3. EXHAUST DUCTS TO 5E CONSTRUCTED OF SMOOTH -BORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDING 6 FT. IN LENGTH MAY 5E USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. (IMC.504.6) 4. HOT WATER TANKS HAYING FLEXIBLE 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 MI301 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" A50VE THE GROUND, POINTING DOWN. (UPC.608.5) 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. (UPC.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 5E PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL. (UPC.l0l.4) BRACK TT COURT ART UNITS 105 & 106 OWNER KAUTZ ROUTE, LLC C/O TERRA PROPERTY ANALYTICS PO BOX 31097, SEATTLE, WA 98103 (206) 213-0810 SPRICE@RERESOU RCES.COM ARCHITECT SEAN H EGSTAD HAVEN DESIGN WORKSHOP 3410 ALDERGROVE RD. FERN DALE, WA 98246 (360) S27-2840 SEAN@HAVEN-DW.COM 23220 EDMONDS WAY EDMONDS, WA 98026 BUILDER Kim SINGH PCM I, 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 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 El H E S 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 QN a0 �Q w 0 p Lu Uz o C) �0 w2 Y 0 U w 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 OFWAS14 I�T014 RECEIVED CITY OF EDMONDS DEVELOPMENT SERVICES APPLICABLE BUILDING CODES* I. 2012 INTERNATIONAL RESIDENTIAL CODE, 2012 INTERNATIONAL BUILDING CODE 2. WASHINGTON STATE ENERGY CODES (INCL VENTILATION 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 t CEILING FIwSHES,(TABLE 803.c3) CLASS C (FLAME SPREAD Vv-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) 1. PROVIDE APPROVED CARBON MONOXIDE ALARM OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLING AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CONSTRUCTION AND GENERAL NOTES: 1. ALL CONSTRUCTION TO COMPLY WITH 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 RESPONSIBWTY AND L JABWTY 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 ANWOR 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. '5. 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. 10. 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 ANWOR 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 A ADJ. PROPERTY r 0.1 1 ' N , ❑ . 3' 1N 0 F - 5.0' WOOD FENCE CORNER) (0.25'S OF CORNER) R' j J j-� 1 F_ ' x. r X X X r .... � F Xa•- r X X- �� 315 - ..+. I AREA DF SAND I^1LrtER vAUL7 12 <" `err IF 76 �•li 6 1.9 a' 11' 0'1 gg en 10 40N LINE} „38"FIR ' f ZSF 4' WALKWAY O FENCE ` �_ - _- - �- fET5ACK-'P�4Ri` EL 375.7' 1L 318� . La )'S 0 F 15' 4 _ T . �, FIRE LANE SIGN l \ IRNER} x , II t uNIT 105 ' �I P� TIO 37AUNIT 1 I I I ADDRES& 23a24 _ I i, ADDRESS 23222 >=L� 315.`3 3 $ED a BAR - i 2 BED I* 2 GAR 024 SF U 24' 0" l�lro SF UNIT 451 SF �GE 590 5F z GARAGARAGE } FF p 315.2 1 PAINT CURBS��� FF p 315.1 a YELLOW�FOR 6IRE LAi• COLOR 5GI•-IEME A _.. -. � ' ' coL.OR SGNEME B DELIN1 ATION,/tYP..,- W 5`X3'-3 PATIO, TYP: 1 x l_xj ' U ■ iir4' 7 1� r .l %' PRIVACY FENCE s, UNIT WI 3' OF RET. WALL, TYP } 11 , X '- ADDRESS 23224 I c� 3 13ED 1 2 GAR - L'' 1-124 SF UNIT _ 451 5F '$ - l` EL: 31b 3 GARAGE ll1 �' - E_ 3110 - a FF A 315.2 r_oLOR SCHEME A -"`"'~ T 0� L9 I E` G s I E._ 311 1' "NO PARKING- I I FIRE LANE" SIGN x ' 16 4" - .. 4' WALKWAY • (D `�PAVED 1 _ r . h �. s• DRIVEWAY ' 154" ■ c 3„ # �x1 EL 3�71 L �. NEW 6' I _�� WOOD ■ 1 i �I - FENCE go 1SB I UNIT 10(0 , ADDRESS' 23226 1 3 BED 2 GAR "NO PARK1A1�a--- j F=IRF.�NE � SIGN S _ SEE CIVIL FOR SIDEWALK LOCATION SHAPE 1.,N. 1.51 011.� . ELECTRICAL t B. 41� v TRANSFORMER TOP=374.04 '+ 24x24 INV (SE) _370.83 ■ INV (NW)=370.22 pLoG k a pvkRHANG ' H D A � iMV. TYP I UE V►iA E; 195 x8 5 � 4 =A11a-� � I ' N ADDRE55: 23222 2 IBED 1 2 GAR 1-150 5F UNIT 406 SF GA � x `� 3a.,1,. GARAGE +:lr-M (CMN) , FF 9315.5 u� COLOR SCHEME B _ � 4'WALKWAY ST EL- 311.0' 444 42"FI R x_ 1124 SF TYP. EL WALL LIGHT, TY�1:L 31e '451 5F BEE L5 GARAGE ■ FF 375.5' _ PAINT CURBS i LINK FENCE 1 YELLOW FOR FIRE LANE r PROP. LINE COLOR 5CI-IEt'fE B } � DELIwArION, TYP. �r 27' 1 -- ;. I.- - NO PARKING- I IY x IT l 0 .i 6' PRIVACY FENCE UNIT j FIRE LANE" SIGN �,jj�l T e y U N WI 3 OF RET. WALL, TYP b' TALL WOOD I ADDRESS 23228 ADDRESS a32ary --- � ADDRESS' 23Z28 2 13ED / 2 GAR _ l 3 BED 2 CAR _ WI (2) d 0 FENCEi 2 BED 1 2 GAR 1433 SF UNIT ■ 1124 SF UNIT 1 DOORB I 10�9 SF UNIT ' I ;i 1 _ I 388 SF 388 5F 1 4515F AGEI� 1 _� - 1 csARAGE - 24' 0 I GARACa�E • �CsAR3 5 5' i CMUICONC 1 i FF 0 315.6 FF 0 315.8 RETAINING WALL COLOR SCHEME B 11 Cof_OR S E 13 ± i 1 - COLOR SCHEME 1 15 _ 18 I =L -'r ®r SETBACK 15' 2' 0. 011 WALKWAY 381 382 FOUND 5/8" REBAR WITH CAP STAMPED: "R. M. A. LS4551 " (W0.03', SO.2' OF CALC'D POSITION) SITE PLAN SCALE: I " = 1 O' - O" WOOD FENCE �f E 3 61�EL: -181 5 I - - - - _ m Llb nQ II .� R 124' 0" 18"FIR 4A \ _'r \� • a I F� -��- ' � tr , 3AT4 EL. 315.0 ` f I r - EL 318.1 �I ■ X- ^ I JL�'- UNIT l02 UNI� ADDRESS' 23230 ADDRESS: 23230 V. 2 BED / 2 GAR 1 BED / l GAR \ 1433 SF UNIT , g-is SF UNIT ' �- ' ' 388 SF 330 SF jAY GARAGE GARAGE FF 0 3(0.0 FF P 316.0' 1 COLOR SCHEME A COLOR SCHEME A EL= n 3' I FEL j I 101.7' ,10' C 10' ❑„ SB-) 5.0' CHAIN LINK FENCE (0.02'N OF PROP. LINE) L 0 T 8 1 ❑, ❑1, PATIO, TYP. 10' 0"Site RetairirM-ll�'al �' " c.-.r ■ • J 199.39 * / � NEW 6' IF (1.15'N OFF 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 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 -12110 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 15516, 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 n 34' 1" PROJECT SIGN -PER SEPARATE PERMIT A ■ adro ■ FIRE HYDRANT REMOVE EXISTING RETAINING WALL AS PER CIVIL FACE OF CURB " LAND USE INFORMATION BUILDING JURISDICTION SNOHOMISH COUNTY 23220 EDl"IONDS WAY ADDRESS 005553-001-009-02 PARCEL NUl'115ER, MULTI FAMILY RESIDENTIAL ZONING, LOT SIZE: 1555&.15 SOFT IMPERVIOUS SURFACE: PROPOSED 1) ROOF AREA 1840 SOFT 2) FOOTPRINT. 1545 SOFT 3) COV. PATIO/DECK 0 SOFT 4) IMP. PATIO/DECK 52 SOFT 5) DRIVEWAY ; SIDEWALKS: 6062 SOFT 6) IMF. SURFACE COVERAGE (2-5) 1600 SOFT 1) LOT COVERAGE.- 66.1% BUILDING SETBACKS FRONT 15'0" REAR - 15' -0" SIDES - 10'0" - L 5 G r� IN Q K H P FERNDALE, WA 98248 j 36r. j-Z 28,10 AvdN H14krFf1 D'V1l C!_A? COPYRk:HT 2014 m w 6 Z 0 D w PROJECT 13-024 DRAWN BY S. Clayton DATE 3,11.14 SCALE As Noted CHECKED Sean Hegstad 1 ' RMMTERM ii AVtCWI= �1= � ean M. HegStad STATE OF WASHINGmN J RECEIVED CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT mi PERSPECTIVE PLANS SCALE: NTS I� AR A4 12' 6+ :-------2' El 1�F'-- 20t 66 ' �A � ROOF A15V 3 � 3- &t HALF UTE OVERP�lc.. r r I vOQi °U0 I 1"k�S�3 6+ it ■ � I 3ro <_ I 11 I SOFFIT I ------- WALL ENTRY m o > ❑ j I ! I I 43XJ e4 1_ ®]I + ' ILE I I I ap 41 , N I I 28ro8 1 � !' 1�� 2 CAR CxIA�RACxE 20 ,L2 m l in a 4'811f I I I I D --�3 v'TYP UNIT 106 ;> 11 m P3 TID 9 � REC ROOM I I MTL BALLARD I I SOFFIT ❑ O a 116X118 I I CPT 11> 1 I I 7►� GONG I I� 1 y I I i4 Z I HR. FIRE SEPARATION Q € BETWEEN GARAGES AND [V { LIVING SPACES USING 518+ " � { ilia Z TYPE—X SIR FROM FLOOR A m { 53 TO CEILING FIRE TAPEDAL z I I II II �Dv 1 B I I II I S� llFrTZ 1117 I I iI' I ------------ I -- ' I I I � C Room fiaE fia SLOPE 2 I I � I 6 & 11 Xl l 114C1 ti I m ' • ' PATIO I 3 0 i 3 XS � ' I 4 �� ��� CPT I I I _ , D I �I I ❑ C� a �• > I� ' it I ,lu II � �; II I II II l I 2 CAR RACx ❑ I I 1 I en 1 I 20®�k'Y7� CONIC _ I ■ UNIT 105 4�3• 1 HR. FIRE SEPARATION ' BETWEEN GARAGES AND LIVING SPACES USING S 5" I � 1 - � �TRa ,43X1�+% 3 IL ILTYPE—X SIR FROM FLOOR TO CEILING FIRE TAPED SOFFIT I TILE I UP I I C `'11 i I az - t HA_L_F LJTE I OVERPOU - — '' — —• •- s 0 DOOR i ROOF AB V GROUND FLOOR PLAN SCALE: 1 14" = 1 '0" STAIR NOTES '-B' A4 �_r I. STAIR CALCULATIONS ARE BASED ON A 9'-1 118" FIN. FLR. TO FIN. FLR DIMENSION AND 9'-9 IFS" FIN. FLR. TO FIN. FLR. AND SHALL BE FIELD VERIFIED 5Y THE CONTRACTOR, AND ADJUSTED ACCORDINGLY. 2. IST- (I6) RISERS 0 l 1/4" 1-ROM FINISHED TREAD TO FINISHED TREAD (15 RUNS (p 11" 02" FIN.) 2ND— (16) RISERS (a i SII6" FROM FINISHED TREAD TO FINISHED TREAD (14 RUNS (% 1I" (12" FIN.). 3. USE (3) 2xi2 #2 D.F. FOR STRINGERS 4. FIRE BLOCK CONCEALED STRINGER SPACES (% TOP f BOTTOM AND BETWEEN WALL STUDS ALONG STAIR RUN. S. STAIRWAYS SHALL HAVE AT LEAST ONE HANDRAIL HANDRAILS SHALL BE PLACED NOT LESS THAN 34"OR MORE THAN 36" ABOVE THE NOSING OF STAIR TREADS. 6. HANDRAILS MAY PROJECT INTO THE REQ'D WIDTH A DISTANCE OF 3 1I2" FROM EACH SIDE OF A STAIRWAY. 1. ANY ENCLOSED USABLE SPACE UNDER STAIRWAYS SHALL BE I HR. FIRE RESISTIVE CONSTRUCTION 5Y MEANS OF 5/5" TYPE—X S.R. WALLS I CEILING, TAPED AND MUDDED. 5. 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 BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS AND SHALL RECIEVE POWER FROM THE PRIMARY BUILDING WIRING. FRAMING NOTE FOR ALL BEAM SIZES'f LOCATIONS REFER TO STRUCTURAL FRAMING PLANS I ENGINEERING CALCS. 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 BE RATED AT I.OGPM OR LESS. NOTE MIN. AFUE.- S5% AIR LEAKAGE CONTROL PER WSEC OPT. 3A PER WSEC TABLE 406.2, TABLE 406.2 OPT. A.- REDUCE TESTED LEAKAGE TO 4 ACH MAX. UNIT 105 SQUARE FOOTAGE: GRND FLOOR 265.E SF MAIN FLOOR 125.4 SF UPPER FLOOR 12S.1 SF TOTAL — I124.4 SF GARAGE 4E1 SF UNIT 106 SQUARE FOOTAGE: GRND FLOOR 265.E SF MAIN FLOOR 125.4 SF UPPER FLOOR 12S.I SF TOTAL — I124.4 SF GARAGE 4E1 SF H E A t v E N 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW. HAV EN-DW. COM Q COPYRIGHT 2014 Z J [l. o a LL r [b :1 �i sv PROJECT 13-024 DRAWN BY S. Clayton DATE 3,11.14 SCALE As Noted CHECKED Sean Hegstad aaa3 1 RMMTERM `1 ARCH= 1� 57'ATE OF WASHIN214 RECEIVED VCi .iU LUL1j CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4 RAKE WALL 4 3 5/5 4 BB UPPER FLOOR PLAN SCALE; 1 /4" = I 'Q1' At') d" •9 iA a FRA IITIL DEN b"Xi IIo WD 813 A4 1 Ca b" ROOF BELOW I - 1- I 3e" _1 o7 UP - r REF f I I 1'3R 36' WALL 21NING 12" Oi-1 STOVE MW I I 138X e'� �4 ABOVE 1 ! WD- t I III KITC-HE.N II ffi '�O°X8� I DW -------------------------- a' 41i2.. ivRR CALL w 2X-t A5 FE•:J _ LOR PLumelNG 9'1 12" DEN 8=Xt la WD FRAMED INr_ _L BM At -IV 5. UNfT 106 UVIN QI=FT C_1UG N TO 50`-T0; OF 0 AMS BL iL 1 is"'i[9 O I TLE n N rn Lk7u +I. F 8 -- ---- - I- -6= SOFFIT CEIL;* G rO 3OTTC71 OF 3EA'13 5L►U re 4 DIVING � I 1 6XI 26 A IO NIT I rs DV 1.1 04-+ BM A!5 V ION --- -------------------- Ir I p I MNINGs KITCHEN I I 130'XII 0`4 r E3X86 f I I� WD WD r 1 I I dl i 3e.. -- - --- - AA l I 3b' WALL 4 ABO�/£5TOvE A4 ;s 1 UP rA I br< 3e" ; REF------- f',�� i 2 ROOF BELOW CL 33, e" BB A4 MAIN FLOOR PLAN SCALE. 1 /4" = IV' STAIR NOTES 1. STAIR CALCULATIONS ARE BASED ON A 9'-1 115" FIN. FLR. TO FIN. FLR DIMENSION AND 9'-9 115" FIN. FLR. TO FIN. FLR. AND SHALL 5E FIELD VERIFIED Br THE CONTRACTOR, AND ADJUSTED ACCORDINGLY. 2. IST- (fro) RISERS 0 l 1/4" FROM FINISHED TREAD TO FINISHED TREAD (15 RUNS (p 11" 02" FIN.) 2ND- (1&) RISERS (a 1 511&" FROM FINISHED TREAD TO FINISHED TREAD (14 RUNS 0 11" (12" FIN.). 3. USE (3) ZXIZ #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 38" ABOVE THE NOSING OF STAIR TREADS. 6. HANDRAILS MAY PROJECT INTO THE REQ'D WIDTH A DISTANCE OF 3 1 /2" FROM EACH SIDE OF A STAIRWAY, 1. ANY ENCLOSED USABLE SPACE UNDER STAIRWAYS SHALL BE I HR. FIRE RESISTIVE CONSTRUCTION 5Y MEANS OF 518" TYPE-X S.R. WALLS I CEILING, TAPED AND MUDDED. 8. MAINTAIN A MIN. OF ro`-8" HEADROOM CLEARANCE MEASURED VERTICALLY FROM TREAD NOSING TO NEAREST SOFFIT. 9. R3e3.1 STAIRWAY ILLUMINATION. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS AND SHALL RECIEVE POWER FROM THE PRIMARY BUILDING WIRING. '.4 CA LS FLR ABv FLR AB V AA A4 FRAMING NOTE FOR ALL BEAM SIZES'f LOCATIONS REFER TO STRUCTURAL FRAMING PLANS I ENGINEERING CALC5. DURING FRAMING CONSTRUCTION. NOTE: WATER HEATING SYSTEM, PER WSEC TABLE 4e6.2, SHALL INCLUDE GAS OR PROPANE WATER HEATER WI MIN. EF OF e.62, OR ELECTRIC WATER HEATER WI MIN. EF OF e.93. 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 WSEC OPT. 3A PER WSEC TABLE 4e&.2, TABLE 4ero.2 OPT. A.- REDUCE TESTED LEAKAGE TO 4 ACH MAX. UNIT 1 e5 SQUARE FOOTAGE: GRND FLOOR 29>5.S SF MAIN FLOOR 125.4 SF UPPER FLOOR 12S.1 SF TOTAL - 1124.4 SF GARAGE 4515F UNIT 1 e& SQUARE FOOTAGE: GRND FLOOR ZroS.S SF MAIN FLOOR 125.4 SF UPPER FLOOR 12S.1 SF TOTAL - 1124.4 SF GARAGE 4515F 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW. HAV EN-DW. COM Q COPYRIGHT 2014 z Q a- 0 0 LL aiJill 77 i E, w z PROJECT 13-024 DRAWN BY S. Clayton DATE 3,11.14 SCALE As Noted CHECKED Sean Hegstad 8113 1� AV�C1�94�i �] r ts.re2n M '"S ATIE OF WYASHINN I� RECEIVED CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT - ENG. TRUSS SYSTEM (a 24" O.G. �a, I.C. + CHL_C.VNIr=. - I/2" CDX SHEATHING 8D )NRY IRC R103.7.5. COMMONS (a ro" O.G. PLY. PANEL EDGES 8" O.G. ALL INTERMEDIATE FRAMING MEMBERS, I" NAIL PENETRATION INTO TRUSS MIN. SPRAY FOAM INSULATION REQUIRED W/ 1" VENT \ - ICE f WATER SHIELD D B VENTED BIRLOCKING 30 YR. ARCH. COMP. ROOFING 12 CONT. ALUM. GUTTER 2X(o FASCIA ----- --- R-49 INSUL. VENTED SOFFIT � � \\ \ \5/8" S/R LID (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 I4 H2.5 TIE TO EVERY OTHER TRUSS RIGID R-l0 INSUL. 4X8 HEADER 1X TRIM WINDOW f TYVEK INSTALLATION TO BE INSTALLED W/ BEST QUALITY (BLUESKIN OR EQUAL) SELF ADHERING, FLEXIBLE FLASHING MEMBRANE PER MANUFACTURES SPECIFICATION 0 0"o 3/4" UDLX T$G SD COMMONS A ro O.G. PLY PANEL EDGES, 8" O.G. ALL INTERMEDIATE FRAMING MEMBERS, I" NAIL PENETRATION INTO JOISTS MIN. REQ"D. 1- 3/4" X 5- 1/2" LVL JOISTS (a Iro O.C. W/ R-21 BATT INSUL. OVER GARAGE 1- 3/4" X 5- 1/2" LVL JOISTS @ I ro" O.G. [i H 3/4 UDLX T$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. 6' 1- 3/4" X 5- 1/2" LVL JOISTS (a r 16" O.C. W/ R-21 BATT INSUL. OVER GARAGE RIGID R-10 INSUL. OVER ------ RIGID R-10 INSUL. - 4X8 HEADER IX TRIM H UJ t•- Q co cn N m �n FMA TRUSS SECTIO0 N 2 TRUSS SECTION 1 X TRIM 2Xro EXT. WALLS W/ T R U S S SECTION R-21 INSUL. � 1 /2" S/R w 3 2 — Q — I - (L NO OPENINGS ALLOWED, TYP. 2Xro P.T. MUD SILL PL. W/ 1/2" X 10" A.B. Q (a roe" O.G. MAX. - _ 4' 0" MIN 4' e" MIN 7" MIN. EMBED. ,� _ W/ l/I(o FIRE TREATED PLWD. W/ l/Iro FIRE TREATED PLW HORIZ. #4 REBAR 3" MIN. f 12" MAX. FROM TOP OF GONG. I FOUNDATION SCHEDULE A-5" E — 24" MIN. F— I LAYER 5/5 TYPE X GWB 1 LAYER 5/8 TYPE X GWB EA. SIDE OF TRUSS NON BEARING GABLE END TRUSS OR CEILING JOIST, PER PLAN FIRE BLOCKING ROOF/ VVALL 0 COMMON WALL SCALE: I /c_' = I —U SECTION SCALE: 1 /4'' = 1 -011 SECTION SCALE: 1 14'' = I '-011 O O CFM7 O O E S 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 d0 o a ? U � Q w co 0(f) Z UC) � J r O m W 2 Y 0 U w 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 W/ GARAGE. 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 O.C. HORIZ. HORIZ. #4 REBAR (a 3" MIN. AND 12" MAX. FROM TOP 4" REINFORCED GONG. SLAB COMP. SOIL 2" RIGID INSUL. 4" GRAVEL -""IN -; _- ` COMP. SOIL _ Cii ihil }-r� I I 771 (q Im, - 5 A; JI_- I BTM. OF FOOTING MIN. 18" BLW. GRADE' (2) #4 CONT. REBAR I NTERIOR FOOTING SCALE: N.T.S. 21 1 � , (0„ k k 3' 0„ k m 'v in 2Xro P.T. MUD SILL PL. W/ 1/2"Xie" A.B. (a roe" O.C. MAX. f 1" 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. 18"' BLW. GARAGE FOOTI N G SCALE: N.T.S. 2X(o EXT. WALLS - ► VERT. #4 REBAR ]a" 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/ 1 PAINTED Z-FLASHING ABV. 2Xro P.T. MUD SILL PL. — -- W/ 1 /2"Xl e" A.B. (a &e" O.G. MAX. ; 1"' MIN. EMBED APpRO)< 4" GRAVEL 4"' TIGHT LINE COMP. 501L = =1_ — DRAIN PIPE = - .F - ------- ------- FILTER FABRIC �A -- ---- --- GRAVEL FILL W/ 4" PERF. DRAIN PIP ro BTM. OF FOOTING > MIN. 1 a" BLW. GRADE (2) #4 CONT. REBAR m N G SLAB ON GRADE FOOTING SCALE: N.T.S. 5" 0 OPT.) k 2, 0„ * k 2" (0 k 2, 6" k 3' 0„ k EHm iA iD iA m n n n N N A A" B C D 211 5H. TEMP. 264e 5H. TEMP. 3e36 HV. 5e5e HV 2e4e SH. ro, 0„ ro, 0„ 2, 6„ 2, 6„ m in E F G 265e SH. 211 FX. 305e I, 6„ 40„ 120 an m LD p M Ln m N �J �j M N O P Q roe5e HV. roe4e HV. 211 0 FX 211 GAS 164e XOX I)WI N DOW TYPES AND SCHEDULE �u N R 4e4e HV BELLY BAND W/ .-FLASHING ABV. (OPT.) IUD SILL PL. A.B. (a roe" 1" 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. 1" 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 -- = III ,�llll Illf[ IIIIi= wril a� — BTM. OF FOOTING ---- MIN. 18„ - 111 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 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, 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) _1� \ A F V V SCALE: N.T.S. 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. (REINFO CED) ' N R 4e4e HV BELLY BAND W/ .-FLASHING ABV. (OPT.) IUD SILL PL. A.B. (a roe" 1" 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. 1" 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 -- = III ,�llll Illf[ IIIIi= wril a� — BTM. OF FOOTING ---- MIN. 18„ - 111 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 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, 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) _1� \ A F V V SCALE: N.T.S. 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. (REINFO CED) ' ® Z ® ,�,, I1RI�IIIII��!I 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 5" 0 H I J K L 1616 FX 2e2e 5e4e HV. 1640 XOX 4e26 HV AWN. OB5C. I" 2" 6 2e2e AWN. m 2 0' N n m co co m _T do ►n m m S T U V 265e SH 165e XOX 2e3e SH 4e2e HV NOTE: HEADER HEIGHT VARIES BY FLOOR. VERIFY HEIGHT WITH SCHEDULE BEFORE INSTALLING 2Xro WALL W/ 2 LAVE TYPE 'X GWB (l 4" CON 4" GRAVEL, ro MIL. V15OUEEN JJEEN FRAMINC ;, _ PL. (0e N. EMBED (a WALL G.L. (2) HORIZ. #4 REBAR MIN 3' MAX 12" FROI' I TOP HORIZ. #4 RE13AR I a" O.C. (2) #4 CONT. REBAR FNDN./FLOOR @PARTY WALL SCALE: N.T.S. FLASHING BLOCKING FLASHING TRUSS, 24."' O.C., (2) SDS 1 /4"x6" SIMPSON SEE PLAN SCREWS EA TRUSS FLASHING R-21 INSULATION WHERE APPLICABLE 12 4 x- 1 /2" I VENTED SOFFIT 6 WD FASCIA I CONT. ALUM. HANGER PER GUTTERS TRUSS MANUF - 2Xro EXT. WALL, R-21 INSUL. EYEBROW ROOF SCALE: N.T.S. WINDOW SCHEDULE BLDG. 1 e5/1 e& MARK TYPE LOCATION HEADER HGT. UNIT 51ZE OPENER MULL 1 A 1e5 STAIR 1' ABv. LANDING 2640 TEMP. SH 2 A 1 ero STAIR 1' ABv. LANDING 264e TEMP. SH 3 ID l ero KITCHEN 1'- 9 5/8" 2e4e SH. 4 D l ero KITCHEN 1'- 9 5/8" 2040 SH. 5 C IOro LIVING 1'- 9 5/5" 5e5e HV ro C 10ro LIVING 1"- 9 5/8"' 5e5e HV 1 1 C 105 LIVING 1'- 9 Wa" 5e5e HV 8 C 1e5 LIVING 1"- 9 5/8" 5e5e HV 9 D 105 KITCHEN 1'- 9 5/8" 2040 SH. le D I e5 KITCHEN 1'- 9 5/8'" 2040 SH. 11 M IO5 DINING 1"- 9 5/8"' �050 HV 12 A Ie5 STAIR 1' ABv. LANDING 2640 TEMP. SH 13 N Ie5 DEN 1'- 9 5/8" (0040 HV 14 N IOro DEN 1'- 9 5/8" roe4e HV 15 A 10(o STAIR 1' ABv. LANDING 264e TEMP. 5H I ro M 10ro DINING 1'- 9 We" roe5e HV 11 V I e(o BED 3 ro'- 9 5/8" 4e2e HV I S P ]Oro BED 3 6'- 9 5/8" 265e GAS 19 G 106 BED 2 6"- 9 5/8"" 5e5e HV 2e O IOro BED 2 ro"- 9 5/5" 264e FX 21 0 Ie5 BED 2 ro"- 9 5/8" 264e FX 22 C 105 BED 2 ro'- 9 5/8" 5e5e HV 23 P 105 BED 3 ro'- 9 5/8" 2650 CAS 24 V Ie5 BED 3 ro"- 9 5/8" 4e2e HV 25 1 105 BATH ro"- 9 5/8'" 2020 AWN. OBS 2ro A 105 STAIR 1" ABv. LANDING 264e TEMP. SH 21 IQ 105 M. BED 6'- 9 5/8" 164e XOX 28 Q IO(o M. BED ro'- 9 5/8" 111 XOX 29 A 10(o STAIR 1' ABv. LANDING 264e TEMP. 5H 30 I 110& BATH ro"- 9 5/a"' 12e2e 1AWN. OBS E 5 G V N W 0 E K S P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360) 527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W � �O QN ao Q? �Q 0 U0 z �o w� Y � U L�1 Q m m w Q J) z O 5; PROJECT 13-024 DRAWN BY S. Clayton DATE 3.11.14 SCALE As Noted CHECKED Sean Hegstad 8"3FAWGRS TEFREVTC�C�T k' Mogg,d E OIF HeWAS14 IOT3 GU� SCALE: N.T.S.