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APPROVED PLN BLD BLD2023-1365+PARTY WALL INFO +10.27.2023_12.46.33_PM+3866292RECEIVED Party Wall Documentation For 23226 #105 Edmonds Way and 23226 #106 Edmonds Way Original Building Permit: BLD20140242 Plat: PLN2023-0047 Brackett Court Unit Lot Subdivision Architectural Plans Brackett Court Apartments Edmonds Way 105/106 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 23226 EDMONDS WAY 105 ---------------------------------- ---------------------------- Owner BRACKETT COURT ------------------------------ ----------------------------- Approved Date 11/15/2023 ------------------------------ Building Official:_ 7)o7L0van w xV#AA IL --------------- ---------- Permit Number BLD2023-1365 ---------------------------------- ALL WORK SUBJECT APPROVED TO FIELD PLANS MUST BE INSPECTION FOR CODE COMPLIANCE ON JOB SITE APPROVED BY PLANNING Dec 22 2023 APPUCABLE BUILDING CODES I. 2912 INTERNATIONAL RESIDENTIAL CODE, 2612 INTERNATIONAL BUILDING CODE 2. UUASHINGTON STATE ENERGY CODES (INCL VENTILATION f INDOOR AIR QUALITY (VIAQ) 3. UJA5HINGTON STATE AMENDMENTS AND ORDINANCES BUILDING DATA SEISMIC ZONE D OCCUPANCY GROUPS RI RESIDENTIAL CONSTRUCTION TYPE V-B Sheets C1, A2, A3, A4 and S3 Attached Edmonds Inspection Forms from BLD20140242 Attached - - - RECEIVED O 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: KAUTZ ROUTE LLC TERRA Contractor: PCMI LLC Lender: PROPERTY /1 .IO � 224 Dewey Rd CSIEVE PRICE Bellingham, WA 98226 PO BOX 31097 LICENSE #: PCMILL*871 CD XP:02/04/2015 SEATTLE, WA 98103 3(p0 L) -? 57 2- �"p OA,`" Construction hours are lam - 6pm on weekdays, loam - 6pm Saturdays. V-s INSPECTION INSPECTOR DATE COMMENTS &Erosion Control/Mobilization riaeway Forma Slope Ver. ~I Jf - IyDgineering Final ! �` B-Setbacks :1 {•I rn I j B-Footings B-Foundation Wall B-Foundation Drainage is B-Slab Insulation B-Plumb Rough In B-Gas Test/Pipe • ] r��' B-Mechanical Rough In • PL 113-E=rior Wall Sheathing/NailingTc g -Roof Sheathing B-VH,'indowFlashing B-Hei�•ht Verification B-Fire §`topping 0 B-Frairin- B-Interior V1*11 Sheathing,Nailing B-W all lnsulati -)n/Caulk B-SheetrockNail B-Fire Stopping B-Building Final 1 � . 1 1 1 t 1 o off, �k� RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES ...DEPARTMENT.... Inspections BLD20140241 2'3 2 ON WAS Status lisp. ID Description 1001 -Erosion Control/Mobilization 1044 E-Driveway Fora & Slope V r, 1077 E-Engineefing Final 116 B-Setbacks Inspection- /23/2 1 MP 110 3m `ootnnn s Inspection: 0 ,12 /2 15 COM Meant precon Inspection: 09 23/2 15 CMP IV 1110 B-Foundation Wall Inspection: /28/2 15 CMP 11.12 1-Foundation Drainage Inspection: 1 /14/2 15 CMP V 111 -Slab Insulations Inspection: 12/ 3,'2015 CMP 1120 -Plumb Ground Work Inspection., 1 /22/21015 1126 -Plumb Rough 1z Inspection: 7/1 /2016 CMP 1128 -bras Test/Pipe Inspection: 07/ 1 /2016 CMP 13 B-Mechanical Rough 1 Inspection. 07/,2 16 CMP 1132 1 - xt rzor Wall Sheathing/Nailin Inspection: 06/17,12016 CMP 113 B-Roof Sheathing Inspection: 21Q2/2 16 COR NR DX Inspection: 05/04/ 2016 CMP 1 t35 B-Window Flashing c 1140 -1-1 z ht Veiification Inspection, 6,27/2 1 M1' 1141 B-Fire, Stopping Inspection: 07/19/2016 COM Meant HVAC etc Inspection: 07,1212016 M vP 1142 B-Framing Inspection: 06/27/2 16 C1 1144 B-Interior Wall Sheathing, lame RECEIVED , Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES Status 1. sp, IDDescriptionDEPARTMENT Inspection. 08/16/2016 COR 1 road or platacedue to tTenching. Inspection, 11/0,,11 CMS 1146 B-Wall InsulatioWCaulk Inspection; 11 /021/2016 CMS 11 2 1 -d ire Stopping 11 B-Buildinginal Inspections 05/23,12016 COMverily WSEC R406.2 compliancepath RECEIVED CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSTRUCTION SPECIFICATIONS 1. GENERAL NOTES: A. SEISMIC DESIGN CATEGORY D B. WIND EXPOSURE AND SPEED 90 MPH, EXP. C. SNOW LOAD Ca 25 PSF. D. FLOOR LIVE LOAD 40 PSF. E. DECK LIVE LOAD roe 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 A&15, 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"Xro" DF-L #2 W/ STUDS @ 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 ro" OSB. BRACKING WILL BE DETAILED IN PLAN. - ALL WINDOW HEADERS AND BEARING WALL BEAMS TO BE 4"X10" UNLESS SPECIFIED ON DRAWINGS. - INTERIOR WALLS TO BE 2"X4" CONSTRUCTION PLACED Ca Iro" O.G. STUD HEIGHT TO BE AS SHOWN. - INTERIOR BATHROOM WALLS W/ EXTENSIVE PLUMBING FIXTURES MAY HAVE 2"Xro" FRAMED WALLS TO PROVIDE CLEARANCE AND COMFORTABLE WORKING SPACE. - BATHROOM WALL COVERINGS SHALL BE MOISTURE RESISTANT CEMENT PLASTER, TILE, OR APPROVED EQUAL TO 12 INCHES ABOVE DRAIN AT SHOWERS OR TUB W/ SHOWERS. (R102.4.2) C. ROOF: DRAWINGS WILL SPECIFY TRUSSES OR RAFTER CONSTRUCTION - ENG. TRUSS DETAIL TO BE CHECKED BY GENERAL CONTRACTOR BEFORE INSTALLATION - STANDARD SNOW LOAD TO BE VERIFIED PER SIDE ISSUING JURISDICTION PSF TOTAL LOAD UNLESS SPECIFIED OTHERWISE ON DRAWINGS. - ROOF SHEATHING TO BE 112" CDX STANDARD, BUT WILL VARY W/ ROOFING PRODUCT USED. D. CONNECTIONS - ALL CONNECTORS ARE SPECIFIED AS SIMPSON, EQUIVALENT LUMBERLOCK CONNECTORS WILL BE SATISFACTORY - NAILING SCHEDULE TO BE IN ACCORDANCE W/ TABLE 1, 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. 4. ENERGY CODE: COMPLY WITH WASHINGTON STATE ENERGY CODE A. ALL WINDOWS � DOORS TO BE SEALED INTO WALL W/ CAULKING WEATHERSTRIPPING B. ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED TO UNCONDITIONED WALLS ; FOUNDATIONS TO BE CAULKED TO STOP AIR LEAKAGE AND PROVIDE INCREASED EFFICIENCY. C. ALL PENETRATIONS FOR PLUMBING, WIRING, ; DUCTING TO BE SEALED. D. VENTILATION DUCTS SHALL HAVE R-10 INSULATION COVERING E. WHOLE HOUSE VENTILATION NEVER LESS THAN 120 CFM W. FAN NOISE RATED AT 1.5 SONES% SHALL BE MET WITH HEAT RECOVERY VENTILATION SYSTEM IN ACCORDANCE WITH SECTION M1508.1 OF WSRC. F. AIR LEAKAGE CONTROL - ENVELOPE LEAKAGE SHALL BE REDUCED TO SLA OF 0.00020 BUILDING ENVELOPE TIGHTNESS WITH A BLOWER DOOR AT A PRESSURE DIFFERENCE OF 50 PA. TESTING SHALL OCCUR AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE. F. LIGHTING - SEE LIGHTING PLAN FOR CODES AND REQUIREMENTS. 5. INSULATION: (2012 WSEC) A. VAULTED ROOF/CEILING: TO HAVE MINIMUM OF R-35 INSULATION FLAT ROOF/CEILING TO HAVE MINIMUM OF R-49 INSULATION ROOF/CEILING W/ ADVANCED FRAMING: TO HAVE MINIMUM OF R-35 INSULATION. B. FLOOR: R-30 INSULATION A FRAMED, R-10 @ 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 ro. FLASHING: A. CONTRACTOR � HOME OWNER TO INSTALL ADEQUATE FLASHING AT ALL WATER INFILTRATION POINTS SUCH AS, BUT NOT LIMITED TO, WINDOWS, DOORS, DECKS, SKYLIGHTS, CHIMNEYS, VENTS, TRIM BOARDS, BALCONIES AND ROOF VALLEYS. B. WATER PROOF DECKS AND BALCONIES TO BE FLASHED PER MANUF. SPECS. FOR WATER PROOF MEMBRANE. C. ALL CAULKING MUST BE INSPECTED � MAINTAINED ANNUALLY BY HOME OWNER USING APPROVED EXTERIOR SIDING CAULK CODES: VALLEY FLASHING -IRC 905.2.8 /IRC 905.4.ro OTHER FLASHING - IRG 905.2.8.4 FLASHING ; GOUNTERFLASHING - IRG 905.3.8 WATERPROOFING WEATHER EXPOSED AREAS, I.E. DECKS ; BALCONIES - IRC 103.8 MASONRY - R103.1.5 AND WINDOWS - Rro12.1 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 (102 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.ro) 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 ro FT. IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. (IMC.504.ro) 4. HOT WATER TANKS HAYING 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 ro" ABOVE 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 11 g.l ) 5. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A GLEANOUT AT ITS UPPER TERMINAL. (UPG.l0l.4) BRACK TT COURT ART UNITS 103 & 104 OWNER KAUTZ ROUTE, LLC C/O TERRA PROPERTY ANALYTICS PO BOX 31097, SEATTLE, WA 98103 (206) 213-0810 SPRICE@RERESOU RCES.COM ARCHITECT SEAN H EGSTAD HAVEN DESIGN WORKSHOP 3410 ALDERGROVE RD. FERN DALE, WA 98246 (360) S27-2840 SEAN@HAVEN-DW.COM 23220 EDMON DS WAY EDMON DS, WA 98026 BUILDER Kim SINGH PCMI, LLC PO BOX 30035, BELLINGHAM, WA 98228 (360) 303-8572 SINGHASONG2@MSN.COM STRUCTURAL ENGINEER DAMON VAN DEN TOP DVDT ENGINEERING 29S W. KING TUT R D. LYN DEN, WA 98264 (360) 933-134S DVDTPE@COMCAST. NET DRAWING LIST COVER SHEET C1 SITE PLAN Al ELEVATIONS A2 FLOOR PLANS A3 SECTIONS S1 FOUNDATION, FLOOR, AND ROOF FRAMING PLANS S2 DETAILS S3 SHEAR WALL PLAN S4 SHEAR WALL PLAN H E A 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 20 � Q� a° Q? w Lu C/) 0 p LU o Uz C) �0 w 2 Y 0 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�LFCDDVTCCS� kI� MoHQggT,3,d E OF WAS04 I�T014 RECEIVED CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 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 r-i"SHES,(TABLE 803.9) CLASS C (FLAME SPREAD 1&-2**) 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 18" 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: 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 RESPON9151LJTY AND LJA51LJTY 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. 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 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. 12 <" `err 6.0' WOOD FENCE ' , �P�, �J EXISTING FENCE a A !] 1 3'OF /✓' 7! PROPERT` ` !� 6.0' WOOD FENCE CORNER) � 7�, �(0.25*S OF CORDER) r F- x ~ ,r� +. r X x x 1." . jr _ '� � � r, � yam• ■ � . � ■ � ■ . 1 61 .9A1 �(� ■ r - S \ 111 0 '77- AREA OF SAND F1L 0' V+,4i1LT ! I 0. 1 p' 4" .+ s 1019, 0 0 HI (FE -4 Cry LIME) ' 38 FIR .4' WALKWAY 106E AC-- „ IELEL 7 YS OF -- SIGN ; ' I I 4 I � 1019 'IC 37A UNIT I �4 I I', �y UNIT I ADDRESS 23224 1 ADDR �., �� ; ADDRESS. 23222 3BED /2CAR "` 2BED 12CAR EL 9154 _ I124 5F UNIT �4} �+ 1116 SF UNAT ■ 451 SF590 5F z GARAGE II ` I GARAGE FF a 315.2 1 i lll p.VN7 Cul ►5 FF Ow 31SO ..� A - - II -�u.Cw,r� kTE L.AI 1"tE B COLOR 5GI-LEI E _i.I4. Ac 10r+a,, rpl.pR 5G�-4E 0_11 PATIO, T f- 1 �x 1~x1 f I II. - ; r • 4' 5W �,' PR"✓AG1 �E UNIT I sW1 3• Cf RET. I&A A RE55 23224 E L.r4NE" 51G 1 ADD Ls. I m 3 BED 1 Z GAR I I x 2 11-A 5F UNIT d 457 ��" F ,' I �''. 3111b. 3 i GARAGE __ 1 - - 1 3: FF 3 EME A *�A 3LS >' OR EL �'. (f E `a EL 311 1' PME L A?4E" 91GN 1 r>> - C11 " 15+ 4" �' 3L I1SI -k ti ..Ne I�ARKINQ- i A' W4LMCkbAFl hiE" GN - s_ SEE CIVIL FOR S.DE'•1IALK ■ \ - LO% AT�0N SHAPE ELECTRICAL. 41� v TRA! Oa4*�ER /TOF=374,`�4 r L OYE 'ANcs { ] . I J76 AB V "T P VE WA ICN �S•X81! N2 4 ADDRESS: 23227 1 1 BED 1 2 GAR x .; # 1150 5F UNIT 408 SF GA, x � 3a"x41" I GARAGE FF 0 315.5 COLOR SGHET"1E B _ ' `�LBCx (G WALKWAY LJ% 3_, EL 37.0 ` gT * n ~` - ITEs.L W FOR "Z9 LAN>: I 'r. i }'L.� =1i•a. DELINAT1ON, TYT156411 JJ%%_ • EL 3 NEW 6' XENCE 15o" U t4i 1 r SB "NC P4R�CING- ADDRESS: 231?(p FgRE LA 51 ' 3 BED 1 2 GAR ,! _. r.. ti I'f24 5F U�NT - T ION EL 316 ulAI.l _.iC#"T ! rP P 451 SF 'I 5tEE L5 E 51C3Fr'S GARAGE FOR RRE _ ii 315 5 i LINK FENCE FF = P`ELL J �1E .+ I EL. 3116 COLOR 5GNE1"1E B r�M jT`l� TrP I PROP. LINE) -� + - - _-- W ■ i-' r L9 �Y 1 4 27 1' j 'NO PAR<jNCx- 6' PRIVAG' FEN: I I� 1 RRE LANE* �. II UNIT I d NIT 1 � wr 3" aF I� U;ALL. TT^ UN 26 a TALL ADDRE55; 23278 ADDRESS 23228 ADDRESS 232 FLNCE II ? BED < GAR , 3 BED 1 2 GAR Ly (a) i3O 2 BED / 2 GAR t 433 5F U',��T ■ - 1124 5F UNIT I 1015 5F UNIT ' 451 5F I�� 2�, �" _ . 3r38 5F GARAGE 1 I GARAGE collmc_ GARAGE �_ 315 8 I • FF 0 315.5 f f � 1 F F '� 315.8 SCHEME B 1\ �NNG uaaLL COLOR 10, U" ' GOLO'R SG►-NEME B r• •� GpI.OR SGHE"1E B _ ,-L 31P31 1 24' [i' EL 316 Q l ADDRE55= 23238 2 5ED / 2 GAR 433 SF UNI' 388 SF GARAGE F-F P 316 O COLOR SGNEME A - 15 --- . C-8. INV (SE)=37fl.83 INV (NW)=370.22 OA'% r+; ■ • r X �v UNIT 1 I, ADDRESS 23230 1 BED 1 I GAR 1 3JS 5F UNIT ' �- 330 5F GARAGE FF 011 316 0' 1 GpLOR 5GHE1 E A EL 3Z3' I E_ 311B II I EL 318 6 EL 318 Q EL ]la?► O' Q' t'� 9�SAC►:'L f � • y ` •',�' j��`3 .r,,,.P I r �0 PA O. f ��+ 2+. 13, a" 4' Lll+r~:_K,iaY I I , SF3 10' O"Site Retaimnq Y1f'all r (Y Q. A • - [ ig ]L r- - 30 WOOD- - - - - - - 5.0' CHAIN LINK FENCE FOUND 5/8" REBAR WITH CAP FENCE (0.02'N OF PROP. LINE) STAMPED- "R M.A. LS456{' (' O-03', SO-2' OF CAL C'D POSITION) SITE PLAN SCALE; I " = 10' - O" L 0 T 8 UNIT COUNT PARKING BEDS REQUIRED SPACES 4-3Bed 42.0,'3BR=8 6-2Bed 51.812BR=9 1-1 Bed 1 1-511BR-1.6 23 - Total Beds ITotal = 18.5 19 spaces) FIRE LANE NOTES r. X 9' 10" NEW b (1.15N OF uxDM 5.0 CHAIN UNK FENCE PROP. LINE) PENCE TYF (0 4'N ❑r PROP, LINE) Bulkkrip Aied 7795 SF L.al G'rseragc • 9$ 5rf-c Imp emu:.,:..,, - 9a 79k Ccf: a, &gr FAR- (3 9E 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 18 INCHES TALL BY 12 INCHES WIDE -THE BOTTOM OF THE SIGNS SHALL BE MOUNTED 48 TO 60 INCHES ABOVE GRADE -SIGNS SHALL BE TO INDUSTRY STANDARDS (VULCAN R1-6-% RAINBOW 01-521, EMED TG 1881 &, OR EQUIVALENT) -SIGNS SHALL BE RED LETTERING ON A WHITE BACKGROUND -SIGNS SHALL BE SPACED fie FEET APART OR AS DIRECTED Br THE FIRE MARSHAL PROJECT 9GN P� SEPARATE PERMIT 34% 1" Ce=-MC✓E EXIS'wGr R .E AJN;W4 kUAL- AS f'ER CIVIL FIRE HYDRANT FACE OF CURD LAND USE INFORMATION PUIL[71NG JURISDICTION, SNOHOMISH COUNTY 23220 EDMONDS WAY ADDRESS- 005553-001-005-02 PARCEL NUMBER: MULTI FAMILY RESIDENTIAL ZONING: LOT SIZE: 1555&.15 SOFT IMPERVIOUS SURFACE PROPOSED 1) ROOF AREA 1 445 SOFT 2) FOOTPRINT: 11,55 SOFT 3) GOY. PATIO/DECK 0 SOFT 4) IMP. PATIO/DECK 45 SOFT 5) DRIVEWAY f SIDEWALKS, 6062 SOFT rc) IMP. SURFACE COVERAGE (2-5k 1240 SOFT 1) LOT COVERAGE. 6rv1' BUILDING SETBACKS FRONT 15"0" REAR - 15'-0" SIDES - 10f0" C L. FERNDALE, VvA 98248 13ECji"'•"J4J Avd iH.4vFI •[killCC)I%? COPYRK:HT 2014 Z J m w Z 0 (0 w PROJECT 13-024 DRAWN BY S. Clayton DATE 3,11.14 SCALE As Noted CHECKED Sean Hegstad 8113 1.3 '1 REMSTE M ` ARCH= Sean M. Hegstad �i'ATE OF WASHINGT0N I i RECEIVED CITY OF EDMONDS DEVELOPMENT SERVICES/ BB DEPARTMENT I >L 1 A? �r d$ 2' 9 112''� 12' 8 112" - - 13 t w, 1 110" 1 1, 0' CL s �.. 3. e. 14 55 1 �7 DD -- EFL L n `ALL BLW SOFFIT --------------------- --------------------- BM. ABV. Ir up, _ ;� YI Cs '^ M 19®X1 b0cv I WD i- °lit --3 A3 i1' # ON Ile GAS FP 1 bR I I UNIT 103 DINING A l eSXI 00 ------------------------WD --- ' B ABY,---------------- 1D f- W P382o — — — — —B ABY• M UNIT 1 j4 EJ t # P 110 1! @ E) m �'• r 1/ in 11 b�X50F� 7�b$ jDINING Il ev �� �'Y TILE t ! 99x91 ,n - II WO -------------------------- . -- -- -- -- -- -- -- -- -- -- -- -- -- - $eCFM WALL ABY T11 rN 1' 1/2" (0 LE be------------------ -- -------------- BM. ABV. MW ABY 3'STOVE 3' 7 318, 3' 1 e" fik .� UVI Cs j j REF UP m - t7Y l7�X138 I ! ' DN 1 roR + WD II 30" troll � _ II 3' I REF w STOVE ' AS FP r SOFFIT A F ;m 4 11 KITCHEN KITCHEN 8�x14� 10 I I 9�X10� f .., s, WD All)6 WD r. I DW F-- IOHGIF: PATIO BELOW 6' 5 112'" MAIN ■ rr r ■ i ■ r/ 1%0 7 111k SCALE: 1141 1 10(7BB A3 1'0 4'1e'2112" 1 PATIO PELOW e', 4' 2 1/8"j 1 1 118 rt 9' 2.. 9' 2 118 le' 9 1180 2*'** We" CL 5. b, WALL BELOW r20 PLATE �+ b`-3•0 0—I RAKE ,.1A.. SLOPE CEILING Ae PERO M. BATH p DWG lIA3 Q TILE --- 45" WALL tU1D P382o 12T TACK ] 1 I ni UNIT 10`j n a. 4 I I {g D m 1 I m BeGFM lbR 11' 11 I # 9 1 A21" 112" 1 � � 42 R 7 �► 2 _ 110Y SHOWE, Ti 3 ro D OPENING i+l----RS------ 10� 5 ■ 52X50 IA TH TIG� ll®?t50 T15 r m CPT I G ES�bB TILE p BED a 7n t I $ M t l e¢X98 CPT l�- -----------R1fS ------------------ ro 8 r. n 28b$ 8 — [cr'ol ATTIC � � i 1� ACGES 2°b° -� U 11 ev UNIT 104 i i SebB CL }I I W/o 7�b8 STAG � ■► -------------R- 5----------- �. II i► all 1" I. BED BED 22 p1 I 2�b$ 102X13$ 1 eeXl43 1 OPEN CPT •z CPT I I I •I 11 • �,1 BELOW I TO .8dxba 80 FF i A � i I ----- ------I TILE ' AA N6L r A SLOPE CEILING AS PER - n DWG 21A3 I' T1S TM (J) �221 l�I) �_ J - ro'3" PLATE HCa T `A 5' 9 112" d' 3" 5' 5' S 112" 9' 2" 1 8 314" 9' 1 114" le' 112' 10' 5 112" I a. 9' 2' I e' 10o BB PATIO BELOW 4e' -t- PATIO BELOW 1 A3 UPPER FLOOR PLAN SCALE: 1 /4" = I'd' Y �. A n AA r 1n � AA A3 m ao AA A3 BB 2' 9 112" UP � 30b8 i&R HALF LTE I I;,VI�POUR } I `a DOOR 4� I III 1 1 I I� 2e MIN. W1 CLOSER OvERPOUR I D --------------------------- - DOOR I r uNfT 10 I I ' I I SOFF11 Iin Q' 2 CAR GARAGE p 1119�X197 [7 I GONC SLOPE 2' 35' 7' I" 2 0" 2' 1 112' - 1 u- 20' e' a.0., G _el® 4HD ovr-RF � DOOF TYR to -------------------------------------------------------- 2 CAR GARAGE 19eX2ee - -------------------------------------GONG------------------- BM. ABV. l HR. FIRE SEPARATION t�>r EEN GARAGES AND { Q LIVI SPACES USING 518" TYP -X S1R FROM FLOOR TO ILING I FIRE TAPED wP382o MTL BALLA D 2e MIN. W1 CLOSER -/ FI. RN. ao DOOR � R 3001 , 2' e Y m ,L J s1r � / : --30bs �► R wp 7 b ENTRY �ovERI OUR 1 *4X45 I ODOR 1140 V 2'ro GONG l HR. FIRE SEPARATION REC ROOM --- - - - - _ C� RCS BM. ABV. BETWEEN GARAGES AND 8¢X118 m LIVING SPACES USING 515" CPT TYPE-X S1R FROM FLOOR TO CEILING f FIRE TAPED ------- I I � 0CL it I I , i I -- - - - - - - I ' N ebb 0 5LDG DR �r OV ERPOU PATIDn, 0 DOOR PATIO I B 80X33 8eX33 1 GONG , GONG 1 S l� 1 P ---------------- 4' 8 114 3' 4 112" 3' l e- [• d' b" d 4' 5 314" Ie' I0" GROUND FLOOR PLAN SCALE: 114" = I b" 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 BE FIELD VERIFIED BY THE CONTRACTOR, AND ADJUSTED ACCORDINGLY. 2. 1 ST- (1 (o) RISERS p ro 1311 b" FROM FINISHED TREAD TO FINISHED TREAD (I e, RUNS 0 11" (12" FIN.) 2ND- (lb) RISERS p -1 511b" FROM FINISHED TREAD TO FINISHED TREAD (ld RUNS P 11" (12" FIN.) 3. USE (3) 2X12 #2 D.F. FOR STRINGERS d. FIRE BLOCK CONCEALED STRINGER SPACES 0 TOP I 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 3 112" FROM EACH SIDE OF A STAIRWAY. 1. ANY ENCLOSED USABLE SPACE UNDER STAIRWAYS SHALL BE 1 HR. FIRE RESISTIVE CONSTRUCTION Br MEANS Or- 518" TYPE-x S.R. WALLS $ CEILING, TAPED AND MUDDED. 8. MAINTAIN A MIN. OF b'-5" 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 RELIEVE POWER FROM THE PRIMARY BUILDING WIRING. FRAMING NOTE FOR ALL BEAM SIZES'f LOCATIONS REFER TO STRUCTURAL FRAMING PLANS I ENGINEERING CALC5. DURING FRAMING CONSTRUCTION. NOTE: WATER HEATING SYSTEM, PER WSEG TABLE 4eb.2, SHALL INCLUDE GAS OR PROPANE WATER HEATER W1 MIN. EF OF e.b2, OR ELECTRIC WATER HEATER Wl 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 LeGPM OR LESS. NOTE: AIR LEAKAGE CONTROL MIN. AFUE: 95% PER WSEG TABLE 4eb.2, PER WSEG OPT. 3A OPT. A: REDUCE TESTED TABLE 4ero.2 LEAKAGE TO d AGH MAX. UNIT led SQUARE FOOTAGE: GRND FLOOR 122 SF MAIN FLOOR 411 SF UPPER FLOOR 48ro SF TOTAL - le15 SF GARAGE 411 SF UNIT lea SQUARE FOOTAGE: GRND FLOOR 253 SF MAIN FLOOR bl e SF UPPER FLOOR roll SF TOTAL - 1534 SF GARAGE deb SF AA )j, A3 ) r H E I N v 0 O E K 5 N H O P FERNDALE, YvA 98248 1360j !K r -2840 AVd N HAVr_• 1..1 qv (701%r r- COPYRIGHT 2014 Q a- 0 0 LL m d yj z 3 ul Ir PROJECT 13-024 DRAWN BY S. Clayton DATE 3,11.14 SCALE As Noted CHECKED Sean Hegstad 8113 I� ARCH= STATE OF WASHINGi®N RECEIVED SPRAY FOAM 1N.SU"' ION WI I" VENT VENTED e4RO BLOCKING 12 ,ONT ALUM GUTTER i 7X& FASCIA VENTED SOFFIT f - _ ----- -` (BEE DETAILS) i Z-FLA%4NG 2X TOP TRIM ADV. WIINDOWS AND DOORS TYP. 514" TRIM AROUND WINDOW5, OOOR5, AND CORNERS, TYP. 1116" 05.0 SHEAT•IING NAILED PER 602.3 IRC TYVEK -IOU5E WRAP (VAPOR BARRIER) EXTERIOR SIDING vARIES, SEE ELEvAT1ONS CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENG. TRU55 5Y5TEM R 74" O-C - 112" CDX 5HEAT64ING 8D COMMONS A b" O.0 PLY PANEL EDGES 8" O C. ALL INTERMEDIATE FRAMING MEMBERS, I" NAIL PENETRATION INTO TRJS5 MIN REQWRED ICE $ WATER 5HIELD 349YR. ARCH COMP ROOFING R-AS N5UL bra" 'SIR UD H2.5 TE TO EVERT j 0`44ER TftSS 1 RG1D R-10 INSUL I AX8 HEADER I x TRIM WINC4.';W 4 TYVEK INSTALLATION TO BE INSTALLED Wl BEST ❑UAury (BLLIESKIN OR EQUAL) SELF ADHERING, FLEX51LE FLASHING MEMBRANE PER MANUFACTURES SPEOFICATION 314" UDL.X TfG 80 COMMONS 0 6" O.0 PLY PANEL EDGES, 8" O C ALL INTERMEDIATE FRAMING MEMMER5, I" NAIL PENETRATION INTO ,JOISTS MIN REO'D I- 31A' X b- 112" LVL josrs A 1 b" O C. WI R-21 @ATT INSUL OVER GARAGE 1- 314" X b- t12" LVL. JOISTS A lb' OC l}-- W. 314" UDLX TfG HD COMMONS A h" ❑ Z O.C. MY PANEL EDGES, 8" O.C. _ ALL INTERMMATE FRAMING MEMBERS, I" NAIL PENETRATION ' INTO JOISTS MIN REQ,D , 1- 314" x 5- 112" LVL J015T5 0 16' O.0 WI R-21 BATT INSUL OVER GARAGE RIGID R- I* INSUL OVER GAR, RIGID R-10 INSUL 4X8 HEADER IX TRIM 1x TRIM 7X6 EXT. WALLS WI R-21 INSUL 4 112" SIR 2x8 P.T. MUD 51LL PL WJ 112" )c I S" A 13 111111 60" O.0 MAX - 1 mfgk EMBED HORIZ. ■A REBAR 3" APIN. 1 I:.. MAX FROM TOP OF CONC TIGHT Ut1 E DRAIN Pr IE ■ s• c a' ❑ C - e' E z4' rok 'FILTER FAlgRIG : y 1 112" WASHED ROCKS WI A" PERF. DRAIN PIPE. (2) 04 CCNT. REBAR 90 1 Ap }2 T- ,TRUSS SECTl�N rl -1 -7 2 TR U SS S ECTI O N SGAL! SiO OPEIINW ALLOWED. TYP i 0, 1'IN 4, a MN W1 1116 PRE TREATED PLWD WI 1/16 FIRE TREATED 7 I LAYER +SIB TYPE X GLUB 1 LAYER Maly TYPE X GWB EA. SIDE OF TRUSS NON WEARING GABLE END rRUSS OR CEILING JOST. PER PLAN PIR'E ELOCKNG ROOF/WALL @ COMMON WALL AA)SECTION 5CRi.F -! = RR RR' A33 F H E 5 I G N v 0 O R K 5 H O P .14,0 At.GERGI�OVE ROACt FERNDALE, WA 98248 1360y *-2840 A"W 1-IAVEN L)W COk 0 COPYRIGHT 2014 Z 0 F— w 0 Z J m w z 0 D) w PROJECT 13-024 DRAWN BY S. Clayton DATE 3,11.14 SCALE As Noted CHECKED Sean Hegstad 8313 1 RMMTE M j 1 ARCH= i e2n STATE OF WYASHINGi®N � "%,3 STORY WALL W/ GARAGE C. `�_J SCALE N T 5 RECEIVED ,Gt �11J 21L)2.1 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 5/8" TYPE 'X GWB EA. SIDE, TYP. - - ► 2Xro INT. WALLS W/ R-21 INSUL. 11-- 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 r li�i 1 III COMP. SOIL il`^I it„III,, ill -1 i +- _Ij BTM. OF FOOTING MIN. 18" BLW. GRADE (2) #4 CONT. REBAR I NTERIOR FOOTING SCALE: N.T.S. 21 1 4- 2 , (0„ m � 'v ' n 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. 15 " BLW. GARAGE FOOTI N G SCALE: N.T.S. 2X(o EXT. WALLS - ► VERT. #4 REBAR (a18"O.G. HORIZ. #4 REBAR (a 3" MIN. AND 12" MAX. FROM TOP 4" REINFORCED GONG. SLAB 2" RIGID INSUL - 4" GRAVEL COMP. SOIL N 2XI e CDR. BELLY BA JD W/ - PAINTED Z-FLASHING 45V. (OPT.) 2Xro P.T. MUD SILL PL. --- W/ 1/2"Xie" A.B. (a &e O.C. MAX. 1" MIN. El` IBED APp�Ox P/N G� qpE 4" TIGHT LIN =I I — DRAIN PIPE ------FILTER FAB 'IC �A - -- ---- --- GRAVEL FIL W/ 4" PERF. DRAI PIPE 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" (0 112' 6„ k 3" 0„ k m iA iD iA m n n n m m m N` 04 N` A A' B C D 264e SH. TEMP. 264e SH. TEMP. 3e36 HV. 5e5e HV 2e4e SH. 2" 6„ 2ro m an m In A 4) m Wm ,n m N CJ �'J �J M N O P Q roe5e HV. roe4e HV. 264e FX 264e GAS 164e XOX E F G 265e SH. 265e FX. 30E e I, 6„ 4, 0„ �u N R 4e4e HV BELLY BAND W/ .-FLASHING ABV. (OPT.) IUD SILL PL. A.B. (a ro0" 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 _ VCOMP. SOIL-- =IIII IIIIF" a� — BTM. OF FOOTING ---- MIN. 18„ BLW. GRADE _ PATIO (2) #4 CONT. REBAR 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, 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 W a.c. Horizontal bracing required at mid -height. (LOAD -BEARING) // W P 3 \ SCALE: N.T.S. 2" 6„ m S 265e SH H 1616 FX 1, 6„ 2Xro EXT. WALL W/ R-21 INSUL. f 1 /2" S/R SIDING VARIES, SEE ELEv5. 2ro GA. GALV. FLASHING EXTEND INTO GONG. #4 REBAR 4" GONG. (a 3e" O.G. (REINFOR 7� FILTER FABRIC GRAVEL FILL W/ 4" PERF. DRAIN PIPE 4" TIGHTLINE DRAIN PIPE Thickness: 10314m Approx_ Weight: 13 psf Firs Test: See WP 4135 (FM WP 360, 9-27-74), U L R40 4, 10-31-68 Sound Test: NGO 3056, 4-7-70 I J K L 2e2e 5e4e HV. 164e XOX 4e26 HV AWN. OBSC. 2e2e AWN. 4, 0„ Ln 2 0" N n m w m � T U V 165e XOX 2e3e SH 4e2e HV 2Xro WALL W/ 2 LAVE TYPE 'X' GWB (l 4" CON 4" GRAVEL, ro MIL. V15OUEEN JJEEN FRAMING, _ PL. (00„ N. EMBED :. WALL G.L. (2) HORIZ. #4 REBAR MIN 3" MAX 12" FROM TOP HORIZ. #4 REBAR P15"O.G. (2) #4 CONT. REBAR FN D N ./FLOOR C� PARTY WALL SCALE: N.T.S. 1 Xro WD FASCIA I W/ CONT. ALUM. GUTTERS FLASHING (2) SDS 1/4%6" SIMPSON SCREWS EA TRUSS FLASHING 12 4 HANGER PER TRUSS MANUF EYEBROW ROOF SCALE: N.T.S. BLOCKING FLASHING TRUSS, 24." O.C., SEE PLAN R-21 INSULATION WHERE r. APPLICABLE WINDOW SCHEDULE BLDG. Ie3/Ie4 N R 4e4e HV BELLY BAND W/ .-FLASHING ABV. (OPT.) IUD SILL PL. A.B. (a ro0" 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 _ VCOMP. SOIL-- =IIII IIIIF" a� — BTM. OF FOOTING ---- MIN. 18„ BLW. GRADE _ PATIO (2) #4 CONT. REBAR 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, 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 W a.c. Horizontal bracing required at mid -height. (LOAD -BEARING) // W P 3 \ SCALE: N.T.S. 2" 6„ m S 265e SH H 1616 FX 1, 6„ 2Xro EXT. WALL W/ R-21 INSUL. f 1 /2" S/R SIDING VARIES, SEE ELEv5. 2ro GA. GALV. FLASHING EXTEND INTO GONG. #4 REBAR 4" GONG. (a 3e" O.G. (REINFOR 7� FILTER FABRIC GRAVEL FILL W/ 4" PERF. DRAIN PIPE 4" TIGHTLINE DRAIN PIPE Thickness: 10314m Approx_ Weight: 13 psf Firs Test: See WP 4135 (FM WP 360, 9-27-74), U L R40 4, 10-31-68 Sound Test: NGO 3056, 4-7-70 I J K L 2e2e 5e4e HV. 164e XOX 4e26 HV AWN. OBSC. 2e2e AWN. 4, 0„ Ln 2 0" N n m w m � T U V 165e XOX 2e3e SH 4e2e HV 2Xro WALL W/ 2 LAVE TYPE 'X' GWB (l 4" CON 4" GRAVEL, ro MIL. V15OUEEN JJEEN FRAMING, _ PL. (00„ N. EMBED :. WALL G.L. (2) HORIZ. #4 REBAR MIN 3" MAX 12" FROM TOP HORIZ. #4 REBAR P15"O.G. (2) #4 CONT. REBAR FN D N ./FLOOR C� PARTY WALL SCALE: N.T.S. 1 Xro WD FASCIA I W/ CONT. ALUM. GUTTERS FLASHING (2) SDS 1/4%6" SIMPSON SCREWS EA TRUSS FLASHING 12 4 HANGER PER TRUSS MANUF EYEBROW ROOF SCALE: N.T.S. BLOCKING FLASHING TRUSS, 24." O.C., SEE PLAN R-21 INSULATION WHERE r. APPLICABLE WINDOW SCHEDULE BLDG. Ie3/Ie4 MARK TYPE LOCATION HEADER HGT. UNIT SIZE OPENER MULL 1 A I e3 STAIR 1' ABv. LANDING 264e TEMP. SH 2 A' 104 STAIR ro'-8" 2640 TEMP. 5H 3 A 104 STAIR 1' ABv. LANDING 2640 TEMP. SH 4 JA Ie4 STAIR 1" ABv. LANDING 2640 TEMP. SH 5 A Ie4 STAIR 1' ABv. LANDING 2640 TEMP. SH ro B Ie3 KITCHEN 1"- 9 5/8" 3e36 HV 1 B Ie3 KITCHEN 1"- 9 5/8" 3e36 HV 8 G Ie4 LIVING 1'- 9 5/8" 3050 HV 9 NOT USED 10 I" Ie4 LIVING 1'- 3 5/8" 2e2e AWN. 11 1 104 POWDER 1'- 9 5/8" 2e2e AWN. OBS 12 A' Ie4 STAIR 1'- 9 5/8" 264e 5H 13 A' Ie4 STAIR 1'- 9 5/8'" 264e TEMP SH 14 E Ie3 LIVING 1'- 9 5/8" 265e SH 15 F 103 LIVING 1'- 9 5/8" 265e FX Iro E Ie3 LIVING 11- 9 5/8" 265e 5H 11 D 103 LIVING 1'- 9 5/8" 2e4e SH. 18 D 103 LIVING 1'- 9 5/8 2e4e SH. 19 M 103 DINING 1'- 9 5/8" roe5e HV 20 1 1 e3 M. BATH ro'- 9 5/8" 2e2e AWN. OBS 21 J 103 BED 2 ro'- 9 5/8" 5e4e EGRESS HV 22 A Ie3 STAIR 1' ABv. LANDING 2640 TEMP. SH 23 1 Ie4 BED 2 ro'- 9 5/8"" 5e4e EGRESS HV 24 1 Ie4 M. BED ro"- 9 5/8" 5e4e EGRESS HV 25 1" 104 M. BED ro"- 9 5/8" 2e2e AWN. 2ro 1 104 WIG ro'- 9 ,/8" 2e2e AWN. 21 A' Ie4 STAIR ro'- 9 5/8" 264e SH 28 K I e3 M. BED ro'- 9 5/8" 164e EGRESS XOX 1/2" VENTED SOFFIT 2Xro EXT. WALL, R-21 INSUL. 6- F71 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 J_ Q W 0 m w Q U) z O > w PROJECT 13-024 DRAWN BY S. Clayton DATE 3.11.14 SCALE As Noted CHECKED Sean Hegstad �3FAR T �CDDVTC�C�T keI� MoHQgg�d E ®F ��NoNrrT®14 I)WI N DOW TYPES AND SCHEDULE SCALE: N.T.S. NOTE: HEADER HEIGHT VARIES BY FLOOR. VERIFY HEIGHT WITH SCHEDULE BEFORE INSTALLING