Loading...
OLD-BLD2023-1371+PARTY WALL INFO+10.30.2023_12.21.56_PM+3868918Party Wall Documentation For 23222 #109 Edmonds Way and 23222 #101 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 APPUGABLE BUILDING CODES I. 2012 INTERNATIONAL RESIDENTIAL CODE, 2012 INTERNATIONAL BUILDING CODE 2. WASHINGTON STATE ENERGY CODES (INCL VENTILATION f INDOOR AIR QUALITY (VIAQ) 3. WASHINGTON 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 BLD20140244 Attached A 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 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 PO BOX 31097 LICENSE #1: PCMILL*871CD EXP:02/04/2015 SEATTLE, WA 98103 FQ - - 91,7.E Construction hours are 7am - 6pm on weekdays, 10am - 6pm Saturdays. 711 Ids INSPECTION INSPECTOR DATE COMMENTS osion Control/Mobilization ' i♦ E riveway Form & Slope e'er. 1 I r /1 f� �1 `. r— E-Engineering 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-E)derior Wall Sheathing/Nailing B-Roof Sheathing B-Windowl`lashing 13✓Height Verification � + B-Fire Stopping B-Framing r 1-3-Interior Wall 5heathingNailing ��� JI l B-Wall Insulation/Caulk B-Sheetrock Nail 13-Fire Stopping iAi B-Building Final f -7, A •� I�1 r �r 1 `' CONSTRUCTION SPECIFICATIONS 1. GENERAL NOTES A. SEISMIC DESIGN CATEGORY D B. WIND EXPOSURE AND SPEED 90 MPH, EXP. G. SNOW LOAD @ 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 CIRG 308.4) 2. FOUNDATIONS A. FOOTING SHOWN AS MINIMUM ON DRAWING AND TO BE POURED ON CENTER OF WALL DIMENSIONS - FOOTINGS ARE 70 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. G. REINFORCEMENT STEEL TO BE AS SPECIFIED THICKNESS GALLED OUT ON DRAWINGS AND 70 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. GONGRETE� SHALL BE OF "READY -MIXED CONCRETE" AND SHALL CONFORM TO ASTM G94 C5 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 IRG TABLE R402.2 3. FRAMING A. FLOOR TO BE FRAMED IN ACCORDANCE W/ SPEGIFIGATIONS OF DRAWINGS. - AND TO HAVE ALLOWABLE FLOOR LOAD AS SET FORTH IN IRG SEG R502.3 AND R502.3.2 - ALL STRUCTURAL MEMBERS OF FLOOR TO BE PROPERLY SET AND FASTENED IN ACCORDANCE W/ IRG. - STRUCTURAL LUMBER TO BE #2 DOUGLAS FIR OR BETTER. B. WALLS EXTERIOR WOOD FRAMED WALLS TO BE 2"X8" DF-L #2 W/ STUDS @ 1(0" O.G. HEIGHT OF EXTERIOR WALL TO BE AS SHOWN. - ALL EXTERIOR WALLS SHALL BE SHEATHED W/ I /2" STRUCTURAL PLYWOOD OR �/I fo" OSB. BRAGKING 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 @ 1(0" 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 l2 INCHES ABOVE DRAIN AT SHOWERS OR TUB W/ SHOWERS. CR�02.4.2) G. 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 1/2'" GDX 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 CI) E. BEAM BEARING POINTS IN WALLS - ALL BM. B.P. IN WALLS MUST HAVE 2X STUDS NAILED TOGETHER 70 A MIN. WIDTH NOT LESS THAN BEAM BEING SUPPORTED. BRACKETT COURT APTS UNITS 109 & 110 OWNER KAUTZ ROUTE, LLC C/O TERRA PROPERTY ANALYTICS PO BOx 31097, SEATTLE, WA 98103 (206) 213-0810 SPRICEC�RERESOU RCES.COM ARCHITECT SEAN H EGSTAD HAVEN DESIGN WORKSHOP 3410 ALDERGROVE RD. FERNDALE, WA 98246 (360) 527-2840 SEANC�HAVEN-DW.COM 23220 EDMONDS WAY EDMONDS, WA 98026 BUILDER KIM SINGH PCMI, LLC PO BOx 30035, BELLINGHAM, (360) 303-8572 SI NGHASONG2C�MSN.COM WA 98228 STRUCTURAL ENGINEER DAMON VAN DEN TOP DVDT ENGINEERING 295 W. KING TUT R D. LYN DEN, WA 98264 (360) 933-1345 DVDTPEC�COMCAST.NET 4. ENERGY GODE� 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. G. 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 GFM W. FAN NOISE RATED AT 1.5 SONES% SHALL BE MET WITH HEAT RECOVERY VENTILATION SYSTEM IN ACCORDANCE WITH SECTION M1508.1 OF WSRG. F. AIR LEAKAGE CONTROL -ENVELOPE LEAKAGE SHALL BE REDUCED TO SLA OF 0.00020 BUILDING ENVELOPE TIGHTNESS WITH ABLOWER - DOOR AT A PRESSURE DIFFERENCE OF 50 PA. TESTING SHALL OGGUR AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF -- THE BUILDING ENVELOPE. � 1'- F. LIGHTING -SEE LIGHTING PLAN FOR CODES AND REQUIREMENTS. � _ 5. INSULATIONS C2012 WSEG) A. VAULTED ROOF/GEILING� 70 HAVE MINIMUM OF R-38 INSULATION _ FLAT ROOF/GEILING� TO HAVE MINIMUM OF R-49 INSULATION ROOF/CEILING W/ ADVANCED FRAMING TO HAVE MINIMUM OF R-38 INSULATION. _ B. FLOOR R-30 INSULATION @FRAMED, R-10 @SLAB ON GRADE • G. 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. 7YVEK HOUSE WRAP *PREFERABLE ~� � -B. 7YPAR HOUSE WRAP 6. FLASHING �� I _ 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. � - G. ALL CAULKING MUST BE INSPECTED � MAINTAINED ANNUALLY BY HOME OWNER USING APPROVED EXTERIOR SIDING CAULK � GODES� VALLEY FLASHING -IRG 905.2.8 /IRG 905.4.E OTHER FLASHING -IRG 905.2.8.4 _ FLASHING � GOUNTERFLASHING -IRG 905.3.8 WATERPROOFING WEATHER EXPOSED AREAS, I.E. DECKS � BALCONIES -IRG 103.8 MASONRY - R�03.1.5 AND WINDOWS - R612.1 AND R103.8 MECHANICAL SPECIFICATIONS 1. THE MAXIMUM LENGTH OF A CLOTHES DRYER DUCT SHALL NOT EXCEED 25 FEET C�620 MM) FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUG7 SHALL BE REDUCED 2.5 FEET C7�2 MM) FOR EACH 45-DEGREE C0.8 RAD) BEND AND 5 FEET C1524 MM) FOR EACH 90-DEGREE C1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUG7 DOES NOT INCLUDE THE TRANSITION DUCT. CM1502.6) 2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, SPARK, OR FLAME SHALL BE LOCATED A MINIMUM OF 18" ABOVE THE GARAGE FLOOR CIMG.304.3) 3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMOOTH -BORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTORS NOT EXCEEDING � FT. IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. CIMG.504.fo) 4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER FOUR FEET TALL SHALL BE STRAPPED DOWN TO PREVENT OVERTURN IN AN EARTHQUAKE. CUPG.508.2) 5. PROVIDES PROTECTION OF GAS BURNING APPLIANCES PER IRG SEG MI301 PLUMBING SPECIFICATIONS 1. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK. DRAIN TO THE OUTSIDE OF THE BUILDING WITH DRAIN END N07 MORE THAN TWO FEET NOR LESS THAN 6" ABOVE THE GROUND, POINTING DOWN. CUPG.608.5) 2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. CUPG.801.4) 3. PROVIDE AN APPROVED BACK FLOW PREVENTION DEVICE AT ALL HOSE BIBS. CUPG.608.4.7) 4. PROVIDE AGLEAN-OUT WHERE BUILDING DRAIN AND BUILDING SEWER LINES CONNECT. CUPG 719.1) 5. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A GLEANOU7 AT ITS UPPER TERMINAL. CUPG.l0l.4) �ii �ii �ii �ii �ii �ii �ii II � � ��� � _ �� i� ii� ii� ii� ii� ii III DRAWING LIST COVER SHEET C1 SITE PLAN Al ELEVATIONS A2 FLOOR PLANS A3 FLOOR PLANS A4 BUILDING SECTIONS S1 FOUNDATION PLAN & MAIN FLOOR FRAM I N G S2 UPPER FLOOR FRAMING & ROOF FRAMING PLAN S3 BUILDING DETAILS S4 SHEAR WALL PLANS S5 SHEAR WALL PLANS 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 �O �� �� a° Q? w �� �� w U 0 0 Z �0 �� wo UW Q m m w Q z 0 w PROJECT 13-024 DRAWN BY S. Clayton DATE 2.27.14 SCALE As Noted CHECKED Sean Hegstad �� �f�C���S�L�CDD G°a6��C�V�C�C�1 �Q�(I� �o �Q�g��� ��a�� ®� ���o��T®r� APPLICABLE BUILDING GODES� I. 2012 INTERNATIONAL RESIDENTIAL CODE, 2012 INTERNATIONAL BUILDING CODE 2. WASHINGTON STATE ENERGY CODES CINCL VENTILATION � INDOOR AIR QUALITY CVIAc� 3. WASHING7ON STATE AMENDMENTS AND ORDINANCES SEISMIC ZONE D OCCUPANCY GROUPS R1 RESIDENTIAL CONSTRUGTION� TYPE V-B LEGAL DESGRIPTION� LOT 9, BLOCK 1, RIDGE ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 DE PLATS, PAGE g7, RECORDS CE SNOHOMISH COUNTY, WASHINGTON� EXCEPT LHE WEST 1N FEET THEREOI=� AND EXCEPT TTHAT PORTION, IE ANY, IN STATE HIGHWAY 1-W� AND ALSO EXCEPT THAT PORTION DEEDED TO STATE OF WASHINGTON BY DEED RECORDED CINDER RECORDING NO. 2193205. SUB,.EGT 7O EASEMENTS, RESTRIC710N AND RESERVATIONS OF RECORD. ENERGY ANY MODIFICATIONS TO 7HE PROJECT WILL MEET THE PRESGRIP7IYE REC�UIREMEN75 OF 7HE WASHING7ON S7A7E RESIDENTIAL ENERGY CODE, WITH 7HE FOLLOWING GON57RUCTION� (CLIMATE ZONE 1 WITH HEATING BY ELECTRIG3 1. ROOF INSULATION = R-fig MIN., R-38 A VAULTED GEWNG. Z. WALL INSULATION = R-21 MIN. 3. PERIMETER SLAB INSULATION = R-10 MIN. �. ALL GLAZING = U VALUE MIN 032 B. PROVIDE VENTILATION 5Y5TEM CONNECTING ALL TOILET ROOMS � 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 CINDER SEPARATE PERMIT AS REC�UIRED. 2. EXTERIOR JOINTS SHALL BE FLASHED, SEALED, CAULKED AND GA5KE7ED OR WEA7HERSTRIPPED TO LIMIT AIR INFILTRATION AT 7HE FOLLOWING LOCA7IONS� - WINDOW AND DOOR FRAMES - OPENINGS BETWEEN WALLS AND FOUNDA710N5 - 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 GUT SHEET DEMONSTRATING CONFORMANCE. 3. INTERIOR FLAME SPREAD REQUIREMENTS IN7. WALL � CEILING FIwSHES�CTABLE 803.9) CLASS C (FLAME SPREAD �b-200i ALL BLDG. INSULATION REQUIRES A FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPMENT RATING OF �50. (SECTION �20k 7HE INSULATION 15 REQUIRED 7O BDE LISTED $ LABELED OR EACH BAG MU57 CONTAIN GER7IFICATE OF COMPLIANCE FROM MFGR. CNON- FORMALDEHYDE MATERIALS3 �. PROVIDE FIRE BLOCKING FOR ALL CONCEALED FRAMING AND AT THROUGH PENE7RA71ON5 PER IBC 11�. 5. ALL GLAZING WITHIN I8" OF ANY DOOR JAMBS 7O BE 5AFE7Y GLAZING MATERIALS. 6. PROVIDE SMOKE DETECTORS IN EACH BEDROOM AND ADJACENT HALLWAY, INTERCONNECT EACH ALARM. CR31�.33 7. PROVIDE APPROVED CARBON MONOXIDE ALARM OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY DF THE BEDROOM IN DWELIJNG UNITS AND ON EACH LEVEL OF THE DWELIJNG AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CONSTRUCTION AND GENERAL NOTES 1. ALL CONSTRUCTION TO COMPLY WITH 2O1Z INTERNATIONAL BUILDING CODES AND WASHINGTON STATE AMENDMEN75. 2. ALL ELECTRICAL, MECHANICAL, PLUMBING, $SPRINKLER REVISIONS, UNDER SEPARATE PERMIT TO COMPLY WITH ALL APPLICABLE BUILDING CODES. 3. DO NO7 SCALE DRAWINGS. GON5UL7 ARCHITECT AND OWNER FOR ANY DIMENSIONAL GLARIFIGA71ON5, ERRORS OR GONFLIG7S. FLOOR PLANS TAKE PRECEDENCE DYER ELEVATIONS IF GONFLIG7ING. GENERAL GON7RAG7OR MUST VERIFY DIMENSIONS PRIOR TO PROCEEDING. �. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CODRDINA710N � WORK BETWEEN SUB -CONTRACTOR TRADES. PROVIDING WEATHER -TIGHT SEALS, FLASHING AND CAULKING A7 ALL CONNECTIONS AND PENETRATIONS AND ROOF SYSTEMS. REFER TO IBC SECTION 1�05.Z �1503 FDR MINIMUM WEATHER PROTECTION REQUIREMENTS. SEE ENVELOPE ENGINEERING PLANS FOR NOTES AND DETAILS FDR "WEATHER RESISTIVE BARRIER" SYSTEMS AND INSTALL PER MFGR REQUIREMENTS. B. 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 LIABWTY FDR COORDINATION DF BID -DESIGN WORK, INCLUDING BUT NOT LIMITED TO GENERAL CONSTRUCTION, ELECTRICAL, PLUMBING AND HVAC SYSTEMS. THE ARCHITECT IS NO7 IJABLE FOR GHANGESIGORREG7IONS MADE BY ON SITE INSPECTION DURING 7HE COURSE OF CONSTRUCTION OR FOR DETAILS AND SPEGIFIGATIONS NOT INCLUDED. b. 7HE CONTRACTOR SHALL UTILIZE CONSTRUCTION TECHNIC�UES AND PRACTICES STANDARD AND ACCEPTABLE 7O 7HE GONS7RUC710N INDUSTRY. 7HE ARCHITECT DOES NOT ASSUME LIABILITY OR RESPONSIBILITY FOR METHODS OF CONSTRUCTION DETAILS NOT INCLUDED IN THESE CONTRACT DOCUMENTS. �. 7HE ARCHITECT HA5 NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN ANDIOR CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTOR'S SAFETY PRECAUTIONS DR TO MEANS, METHODS, TECHiJIQUES DR PROCEDURES REQUIRED FDR THE CONTRACTOR TO PERFORM HIS WORK, THE UNDERTAKING DF PERIODIC SITE VISITS BY THE ARCHITECT SHALL NOT BE CONSTRUED AS SUPERVISION DF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FDR THE PERFORMANCE DF WORK BY THE CONTRACTOR OR SUBGONTRAGTDR DR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY BY ANY PERSON. 8. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EYJSTING CONDITIONS BEFORE STARTING WORK. NOTIFY ARCHITECT DF ANY DISCREPANCIES BEFORE PROCEEDING WITH AFFEGTEv WORK. 9. GENERAL GON7RAG7OR IS RESPONSIBLE FOR PROPER GOORDINA7ON OF 7HE WORK OF ALL TRADES AND SUPPLIERS, AND 7O INSURE THAT ALL OPENINGS FOR CONDUITS AND SLEEVES ARE PROVIDED FOR AND PROPERLY LOCATED, COORDINATE WITH SUBCONTRACTORS $SUPPLIERS. 10. 7HE GON7RAGTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES AND CONNECTIONS INCLUDING SEWER, WATER, GA5 AND ELECTRIC SERVICES BEFORE AND DURING HI5 WORK. 12. 7HE ARCHITECT HA5 NOT BEEN RETAINED TO PROVIDE DESIGN ANDIOR CONSTRUCTION REVIEW SERVICES RELATING 7O 7HE BUILDINGS GONS7RUC710N, SAFETY, SECURITY OR MEANS AND METHODS. 13. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN DR NOTED THE DETAIL SHALL BE THE SAME A5 FDR OTHER SIMILAR WORK. MATCH EXISTING ADJACENT WALL AREA WHERE APPLICABLE. 1 �. SHOP DETAILS SHOULD BE SUBMITTED TO HAVEN FDR REVIEW BEFORE PROCEEDING WITH FABRICATION. 15. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FDR REUSE WITHOUT WRITTEN APPROVAL FROM HAVEN. �� 5.0' W O D❑ FENCE '-�, �'53�, EX1571NG EENGE r 0.1 1 ' N , ❑ . 3' 1N 0 F - f�'� � ADJ. PROPERTY �.O' Ut10OD FENCE CORNER) (a.25'S OF CORNER) � � - 7�� ~' r. I q R'r'j -�': � rl n � x r x �� � x ti f _ ` � I AREA of SAND F1LrtER vAUL '��- '�''� � ��S � 10' 0'' 10' (i' � �N LINE � R �' f �' WALKWAY O SETBACK �� � �, �� (� !_ FENCE � � ! � - - � = T -, -- _ ��n_ �,��NG- � � '• �± s • 5EE GI YIL FOR SIDEWALK �' S O F � 5' 4" � I~ � ,_ :-" �� � t FIRE LANE" SIGN � � � ' . �`EL� 375.7' �L� 3�5.d� , , '� . La + . `� � _ • j , � LOCATION � SHAPE t � . � . r } . I R N E R) " , �� �� � I I � ' . • � .�,�, �„ �� �`� ELECTRICAL C,`j \\ ` l ,,�- --.�_ '' _ ' - � _+ � � - - � S.. 8,` ''r-, ^ � -1� � 41� v TRANSFORMER � T O P = 3 7 4. C 4 3� l.1NIT i �$ � � �i I � uNIT � �� P� TIO \ ��� `�. �*] 2�X2� • � � 1 ADDRE55� 2322� _ _ i � i, � ADDRESS 23222 � `• s, � �� 3 BED � 2 GAR r �'"` 2 BED J 2 GAR EL� 3Z5.9 1�2� 5F uN+� + � � °kf`�' a � I 24' 0" I�IiD �J' 1✓ UNIT `I� � � .� �ti�a � A5� 5F _ � ` �y�� ti � � � GARACxE _ 590 SF FF � 3�5.2 1 i � PAINT CUBS �� � FAA 3�5E � \�`�^'� � 'pia' a � � � YELLOWiFDR 6IRE LANE � � l GpLpR 5G�-IEME A _.. _. � ' • GOI_.OR SG�-IEME B �'x'^` r �G , l � DELIw,RCTION,fr,-P. I � G � � �''�•E?�'HANGi-{] W � 5`X3'-3 - - I �r� AS v TYP � { PA7f0, TYP: r � '_ IIrEi'►iA � x l�xj '. ��� i �.�` ' �� ATI��, � _�� ICE . ' � L ` � � t , �- d' SW ` 3 L,,iNi� � - x 3�6.Z I -r. �� 7 �"= I { �- -^ 6' PRIVacY FENCE � N T 107 I ADDRE55� 23222 � r :M1 WI 3' OF RET. WALL, TYP •`� - `NO PARKING- ` ` 2 gEp J 2 GAR �� } � , x l ADDRESS 2322A ;t. I�IRi� LONE" SIGNL S r 1�50 51= UNIT r GA �� � .• •. x � l 3 BED 1 2 GAR -, t, , � ' � �08 SF x `� 3c'3 iC.I I i � Y � 1�2A 5F UNIT �7, , •�, � I � � GARAGE �.BdSc CCMN) .• ` ; , �• �_ I �57 5F � .� � ` - �_ -: _��� g FF � 3�5.5 � f_ . _ �.._ - -- 4� GARAGE � �� COLOR 5GNEME B � d' WALKWAY ST,� � ?` ELF 3Z�.0' t ` � oLOR SGNEME A --� _ �" s� �.- � � s I;C 3Z%1 - ` �• �- m INV (5E)=37a.83 INV (NW)=370.22 I � � � I -I� I' E� �NO PARKING- �, �t•, �,� , �, I E� 3 �� I I'FIRE LANE" SIGN ,,�� --�� n �" °? 15' 4" - � , . 38 FIR � _ �'�` �'' r� � Ib � � I p ,�� �� WALKWAYS FI E .ANE" SIGN PAINT CURBS - � �� � � • �� �Q U7 �, � -< - 1� *:� \ ;'' PAYED YELLOW FOR FIRI= LANE _ _ : 11<•.; • �_,' ,� � - ` � �� � I � `� DRIVEWAY DELINIATION, 7'I'H. _;,�:'' !'' 2�' C" . ,� �� _� � I �yt �� � � EL i17 I • � 'r � .{► I� ..� �ti NEW 6' ;• � .-_�� � � ti ' '. 1�. ' � WOOD � � 11 4 2;; F I R �'. - - - \ �� FENCE � 15' p" I l.iNl T 1 � � � '' ND PARKI r� �_ - _ _ 4 "ND PARKING- , ~ '!FIRE LAt� , I � � , �� _ _ " � SB ADDRESS 2322r'o i _ ---- -- - FIRE LAI� SIG' � ,. --� �-- --� ..� � ter' ` � ..� ,. 3 BEv � 2 GAR y _ - ,- _ •-- .� � l � „ - �.� EL ji@ : EL 318 Ga � � ; �' 172� 51= UNIT i WALL LIGHT, 7YP. ND P ~��- _ _ _ . I �� =� • � .� , � � ;� ^ �, - �` AFj� 5F l ,� 3EE L5 FIRE 1JE' g+�C3Ng I � I j .� � GARACsE � 1 � � ,� E... 37e i , � :i ■ 1=1= � 375.5 � PAINT CURBS � L 3 � I � �•� S -�' i LINK FENCE � 4 YELLOW FDR FIRE LANE { � � '� � , _I 1i �; COLOR 5GI-IEt''IE B } �} I " _ r= P R D P . LINE } � � , r DELIw ArION, T1'P. �' � I 1 x �� ' r• _ w ��x I �_ _ . � yL5. I I: . I �� L' :1 -� � +' II � I�i_ I -� '�- ` __- -� � � � _ _ � 27 1 . �, I � � jam'' - _ _. O , -- ��- I - -�, 4 � � � �.NO PARKING- "' r,:'� _.,1 � r�1 4 _.___ ''� '�j�1lT i UNI�i i 1 � `�+ e�+ r I I ''� -� � � FIRE LANE" SIGN � UNIT 10 K ADDRESS 23230 ADDRESS 23230 � 1 ��, rd' PRfVAGY FENCE � uNyT j � , l.ihilT 1 e - wl 3' of RET. WALL, TYP �� =� ro' TALL WOOD I ADDRESS 23228 2 BED 1 2 GAR I BED J 1 GAR � � ADDRESS 2322� � ADDRE55� 23228 � 33ED J � GAR 1d33 SF UNIT 9�9 5F UNIT AR FENCE � ' I 2 BED 12 GAR T..L ,.. � � � �- ` l 3 BED J 2 G � _ � WI C2) d'0 � � 1 �33 SF UNIT � ,• 388 5F 330 5F { 172� 5F UNIT „L _ DODR9 I � 10�9 SF UNIT � - CxARACxE CzARACa�E �` � 1 �57 51= � •, �� � � � 24� Q„ _ �-- �-- � � 388 SF GARACzE war FF � 37fv.0' FF � 3�fv.0' � III � CxARACa�E ►� 1 ' r F �R3 5 5' f � � � GMUrcoNc I � FF � 3�5.s FF � 3�5.8 DOLOR sGNEME A roLoR SCHEME A F RETAIIJING WALL _ EL_3"aY 3� I - - ' GDLOR SCHEME ]3 i � � I COLOR SCHEME B _COLOR 5G �EMEaB ,10' 0- � � �,: 3�8.2. �� - f - ' EL 9�$•� _ _ � � • _ i - - - '-'r®rSETBACK --- - -' -. 101.7� S�� ' • . I '�, • II � w� � 10' CK' '` � �� „ 1❑' 0" PATyO,nnYP. 15' 2" 10' ❑�• Y �' WALKWAY - + SB 1Q Q Site Retai its• 1l�al!-4 . - __. � � •I • p�' 10' 0" . 9' 110" �~-- - PROJECT SIGN --PER SEPARATE PERMIT ,�.. U� yam, � �\ ' `�� '�D �� • a' �'-, �� J~ �r . r-- s.... � • _ .' �ti ' ;.ra - � � � 4"� �.. ��'�"r � - .... - ..__ X - �- I ..l J . � � 7 , %� � NEW �o' . � � r � �' �� � - "- �-_---�_ - -- ly $�`�j� 4'�,] � (1.15'N OFF wooD 5.0 CHAIN LINK FENCE 3s2 li �=; ;�` PROP. LINE) FENCE, TYP. (Q.4 N OF PROP. LINE} wOov � ��.a' CHAIN LINK FENCE FENCE �'� (Q.D2'N OF PROP. LINE} FOUND 5/8" REAAR 1NITH CAP STAM PEA: "R. M. A. LS4551 " (v�o.o3', so.2' OF CALC'D POSITION) SITE PLAN SCALE: I " = I o' - O" L 0 7 8 UNIT COUNT PARKING BEDS REQUIRED SPACES 4-3Bed 4�2.0,'3BR=8 5-2Bed 5�1.812BR=9 1-1 Bed 1 �1-511BR-1.5 23 -Total Beds Total = 18.5 {19 Spaces} FIRE LANE NOTES Building Area - 7285 5F Lot Coverage - 36.50°/0 Imp.. Surtace - 88.796 Coverage FAR- 0.98 FLOOR ELEVATIONS UNIT AVG. EX. DESIGN FF FINISHED GRD. ELEV. ELEV. GRADE DIFFERENCE 101 �102 378.2' 376.0' -2.2' 1031104 378.0' 375.8' -2.2' 1051106 377.8' 375.5' -2.1' 1071108 376.4' 375.2' -1.2' 109 376.3' 375.1' -1.2' 110 376.8' 375.T -0.9 -SIGNS SHALL BE A MINIMUM SIZE OF l8 INCHES TALL BY 12 INCHES WIDE -7HE BOTTOM OF THE SIGNS SHALL BE MOUNTED 48 7O ro0 INCHES ABOVE GRADE -SIGNS SHALL BE 7O INDU57Rr STANDARDS CYULGAN R�-6-9, RAINBOW 01-5Z�, EMED 7G 1881�, OR EQUIYALEN7i -SIGNS SHALL BE RED LETTERING ON A WHITE BACKGROUND -SIGNS SHALL BE SPACED 50 FEET APART DR AS DIRECTED Br THE FIRE MARSHAL FIRE HYDRANT - REMOVE EXI571NG RETAINING WALL AS PER GIYIL FACE ❑F CURB " �� �, i LAND USE INI=oRr�ATIoN SNOHOI'115H GOUNTI' BUILDINCs JURISDIGTION� Z3ZZ� EDi"IONDS WAS' ADDRESS 005553-001-009-02 PARCEL NUMBER 1"IULTI FAMILY RESIDENTIAL ZONING= L.OT SIZE 1995fv.�5 SQFT IMPERYIOI,IS SUR�AGE� PROPoSEv 1) ROOF AREA 15�9 SQFT 2� FOOTPRINT 15�3 SG�FT 3) GOY. PATIOIDEGK � SQFT �) li"1P. PATIOIDEGK 80 5QF"r 5) DRIVEWAY � SIDEUJALKS rv0rv2 SQFT ro) IMP. SURFACE COVERAGE (2-5� 1653 SQFT �� L.OT GOYERAGE� ��.��' BUILI�INC`� SETBACKS FRONT 15'0'' REAR - 15'-0" SIDES - 10f0'' - L H �� 5 r� W 4 F�, H O P EERf•JDALE, YvM 98Z48 13f�r. j -;r .?J4J VtiM� N M,� �rF f� iT+'o11 C �7f� CC7f'YRk:H? 2014 Z W �O �� �� a° Q� �Q �� �� U� z �o �� wo UW Q m ��J r m w O t!3 Z 0 w AC PROJECT 73-t)24 DRAWN BY 5. Clayten DATE 2.27.74 SCALE Rs Noted CHECKED Sean Hegstad �aaa3 � �o5r�ar� `1 � � AV��1�9V��,1 ���� �Ao ���� I �A4� �F YY�SHIN�N - �. --s 4a 'a0 co an t BB 1 A4 22` 0` � II I I 1 HR. FIRE SEPARATION � BETWEEN GARAGES AND I I LIVING SPACES USING 518" I I 71'PE-X SIR FROM FLOOR 7D CEILING � FIRE TAPED I � �I. � � : � I I 2 GAR CxARACxE o �� � I t9�0� � �:>� i� � � � I GONG � 01 ��� I � IT lO9 0� -- � � I I I' I 1.1TL BALLARD I - I r ELOPE 2 M '� G If I DvERPOUR � � -------------- A DDOR,TY�I lZ' � �I�` z0 rIIN. WII F �' LL CLOSER I I I � 1 3�'b� I � I � I 1 � �.� { � � I 1 I � I .A �r I 1 1 I } � F ENTR11' ' a f 1 T I ! Gs}�6 I TILE �i � { � I. lh I 4 1 � f UP:; e I F� � �� 15F2 � �3��6- � Il�r1 r ' � � � � � _ HALF LJ7P DvERPOUR 7868 f 1 I 2' 9 112" � ODOR, TYP 1' 1 ilk !r'r� It� PATIO � �' �' � F 80X50 Ql ' i I REC R441•'I I # 8�X118 II II GP7 �,,i I 1 II I} I� I# 11 �/ II 11 8' 0 �' C7RaUN❑ FL��R PLAN SCALE; I'411 = I loll STAIR NOTES 14` ®" F � vo � A4 9' 1I 112 I � 1 S3 -------- �7YP I PATE 0 8�X5e GONG I I I I I I I I ■ I �� 1 1 ��,� � ti- i STORAGE 1 _3 9®?C10� � M GONG � Y I I i h1TL BALLARD � I i i 29' I 1 112" 10` 0" w1=3s2o � .I 1 HR. 1=1RE SEPARATION BETWEEN GARAGES AND _ _ �S� LIVING SPACES USING 5!8 � � `"" � TYPE-X SIR 1=R01�1 FLOOR r -,- - - - - - - - - - - - ` 7D CEILING � FIRE TAPED ! P TID X5® I r I l 0 1 I �: ON�G 1 I '. a4 1 I � I � -� I 1 i•I II� A � uNIT ti 10 ; ; w 2 GAR CsARACsE � ! 3 21�x24® ! I � � ��.. GONG i I F �' m II �yl �► I �� O a �------------BM. ABV. ------------- Tr'P OvERPOUR � DOOR, TYP 16�1� OHD --------------------------------I 11112 8'0' � 8�0� � 6 SZ' 112' 1. STAIR GALGULA710NS ARE BASED ON A (9'-1 118") 1=1N. FLR. 70 FIN. 1=LR DI1�IENSIDN AND 8 -9 l l8" FIN. FLR. 7o FIN. FLR. AND SHALL BE FIELD vERI1=lED Br THE CONTRACTOR, AND ADJU57E17 ACCORDINGLY. Z. 157- (t 5) RISERS � l 11A" FRO1Y1 FINISHED TREAD 70 FINISHED TREAD (t A RUNS � ll" (1 Z" FIN.). 7ND- (15) RISERS �+ l" 1=R01�1 FINISHED TREAD 7D 1=1NISHED TREAD (14 RUNS �+ 1l" (12" FIN.7 3. USE (3) 2X12 #z D.F. FDR STRINGERS �. FIRE BLOCK CONGEALED STRINGER SPACES � TOP `� BOTTOM AND BETWEEN WALL STUDS ALONG 57AIR RUN. 5. STAIRWAYS SHALL HAVE A7 LEAST ONE HANDRAIL. HANDRAILS SHALL BE PLACED N07 LESS THAN 3A"OR MORE THAN 38" ABOVE THE NOSING OF 57AIR TREADS. ro. HANDRAILS MAY PROJECT IN70 THE REQ'D WIDTH A DISTANCE OF 3 ll2" 1=ROM EACH SIDE OF A S7AIRWAI'. 1. ANY ENCLOSED USABLE SPACE UNDER STAIRWAYS SHALL BE l HR. FIRE RESISTIVE CONSTRUCTION Bl' MEANS DF 518" 71'PE-X S.R. WALLS `� CEILING, TAPED AND MUDDED. 8. MAINTAIN A MIN. OF b`-8" HEADROOM CLEARANCE MEASURED VERTICALLY FROM TREAD NOSING 7D NEAREST SOFFIT. 9. R303.1 STAIRWAY ILLUMINA710N. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS 7D ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS AND SHALL REGIEYE POWER FROM THE PRIMARY BUILDING WIRING . 2'9' I1 112� 1�X5� TILE m _.� _ •� y 1 r! y r �A� � J � MA4 . �- — �4 UP o � � 15R 4 �3 FRAMING NOTE 1=0R Al_l_ BEA1�1 SIZES `� LOCATIONS REFER 7D STRUCTURAL FRAiY11NG PLANS � ENGINEERING GALGS. DURING 1=RAMING CONS7RUC710N. N4TE� WATER HEATING SYSTEM, PER WSEC TABLE 40ro.2, SHALL INCLUDE GAS DR PROPANE WATER HEATER WI MIN. EF OF 0.ro2, OR ELECTRIC WATER HEATER WI MIN. E1= OF 0.93. ALL SHOWERHEAD `� KITCHEN SINK FAUCETS SHALL BE 1.15 GPM DR LESS. ALL OTHER LAVATORY 1=AUGETS SHALL BE RATED A7 l.OGPM OR LESS. NOTE MIN. AFUE� 95% AIR LEAKAGE CONTROL PER WSEC OPT. 3A PER WSEG TABLE �06.7, TABLE A0ro.2 OPT. A� REDUCE TESTED LEAKAGE 70 4 AGH MAX. UNIT 109 SQUARE FOD7AGE� GRND FLOOR 342 SF MAIN FLOOR lld SF UPPER FLOOR SA3 SF TOTAL - 1959 SF GARAGE 408 SF UNIT l l0 SQUARE F007AGE� GRND FLOOR 108 SF MAIN FLOOR 111 SF UPPER FLOOR l91 SF TOTAL - 1 rot ro SF GARAGE 590 S1= m ,s D E S 1 a N W a tR I'[ S H 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 {360}527-284a WWW. HAVEN-DW.COM fl COPYRIGHT 2fl14 Z W �� �� �� a� Q� �� �� U� z �o �� wo UW Q m J Q. a a !.L m :� ul i i PROJECT 73-�24 DRAWN BY 5. Clayten DATE 2.27.74 SCALE Rs Noted CHECKED Sean Hegstad aaa3 � DiE�VSTE4+� ] AI��1�9V1E�' i ���V>! �o ���s Si'ATE OF WASHINCT®�i BB � A4 52` 112' �" r ;" AA� A4 �. ►' 22' 0" 1 B' %" (v� (v' I .� I I � II � ��'�ctl" II M. 8ED TILE I �� IiC;cl�` 3" _mac^�I GPT '- I I II � �- Ir �©c�M I � � m II �' 7 11�" 7' l p l I?"' - � '-� II p 1 I '. _ r ' Y � �I I � ti 1. �aegs _ I �{� I I . �►� :C1 J I I W � = GP' r I I — � � II �� �-------------------fit II I1©Y>r ® 5 71S _ �n — � � ., ti� A771G �S� 1' 1 GGE°a!� ' _ - TILE � - DN .. 80G1=M � IT I �,,, l 5R 2ab� W lii U 5' 9 1!2 '2' 2 112 1 I 5 - ------ � "--T. --I-- 110Y � I I roefv� GL i 1 II it II rl ]II ll •• BED #2 I I II l3�X138 � II GP7 ''` I r- - II l {��, I r" II I1 II t T � b' 0 s 0 BB � A� UPPER FLaaR PLAN SCALE: I �4� - I �Q� I" 9' 11 112" w �a1< 4 �II ail I 9:OP[ CE'JNG t, 41 �I� ml I 1 BED #2 `" I I 1 mitt 1' I � II GPT I I �cAKE WA�LG' .�1�2" II �i i<� �f� 19' 0� i � � I Z'6$ 11 Y 28ro8 — �__� i� v I =� r' � 8��"� I TILE r 5��® � �` GPT �i� _- 5, 80G1=M � �� TIS ---RCS---- �� ��/ L R`�S �`'� -----�r------ ; � 7�ba �8X5� GP7 � � uwT ti' 0 A771G � g'� � �' S" AGGES� -- Z�bB �tiil 78b8 110Y I I. I � 110Y ' I ! 80G1=M I 1 9� je I � � � M. BATH I 1 � 1"I. BED � " 9�X106 -� 1 _ 13�X11� � � TILE I + GP7 _ ;, I I � FP 9H FT, FUR WALL A5 PE 2 MIN. MANUF. � yl �- 9PEG. � � _ I 1 m SLOPE GEIIJNG � _ .1 1� L (2) 271 �2Fi'�u� ��} 25 24 � �IJ �„�L E J' E E �. I, .. 1' S 112" 13' 0� Z' 1" PA710 BELOW �1` 11 51a` A4 �• � 3' #� i ��+ .� DN 15R 13' B 7' %" ;ta :a� MAIN FLoo R PLAN SCALE: I �4 �0 STAIR NOTES BB �. A� 1. STAIR CALCULATIONS ARE BASED ON A (9`-1 118") 1=1N. FLR. TO FIN. 1=LR DI1�IENSIDN AND 8`-9 ll8" FIN. FLR. 7o FIN. FLR. AND SHALL BE FIELD vERI1=lED Br THE CONTRACTOR, AND ADJU57E17 ACGORDINCsLr. Z. 1ST- (t 5) RISERS � � 11A" FROM FINISHED TREAD 70 FINISHED TREAD (t A RUNS � ll" (1 Z" FIN.). 7ND- (15) RISERS �+ 7" 1=ROM FINISHED TREAD 70 FINISHED TREAD (14 RUNS �+ 1l" (12" FIN.) 3. USE (3) Z?C12 #z D.F. FDR 57RINCxERS �. FIRE BLOCK CONGEALED STRINCsER SPACES � TOP `� BOTTOM AND BETWEEN WAl_l_ STUDS ALONCY 57AIR RUN. 5. STAIRWAYS SHALL HAVE A7 LEA57 ONE HANDRAIL. HANDRAILS SHALL BE PLACED NOT LESS THAN 3A"OR MORE THAN 38" ABOVE THE NOSINCx OF 57AIR TREADS. b. HANDRAILS MAY PROJECT IN70 THE REQ'D WIDTH A DISTANCE OF 3 ll2" FROM EACH SIDE OF A STAIRWAr. 7. ANY ENCLOSED USABLE SPACE UNDER STAIRWArS SHALL BE l HR. FIRE RESIS7IYE GONS7RUG710N Br MEANS DF 518" 7rPE-X S.R. WA1J_5 `� GEILINCY, TAPED AND MUDDED. 8. MAINTAIN A MIN. OF b`-8" HEADROOM CLEARANCE MEASURED YERTIGALLr FROM TREAD NOSINCY 7D NEAREST 50F1=17. 9. R303.� STAIRWAr ILLUMINA710N. ALL INTERIOR AND EXTERIOR STAIRWArS SHALL BE PROVIDED WITH A MEANS 7D ILLUMINATE THE STAIRS, INGLUDINCY THE LANDINCYS AND TREADS AND SHALL REGIEYE POWER FROM THE PRIMARY BUILDING WIRINCs . FRAMING NOTE FOR Al_l_ BEA1�1 SIZES `� LOCATIONS REFER 7D STRUCTURAL FRAMING PLANS � ENGINEERINCY GALGS. DURINCs FRAMING CONS7RUC710N. NOTE: WATER HEATINCs SrSTEM, PER WSEC TABLE �Ab.2, SHALL INCLUDE GAS DR PROPANE WATER HEATER WI MIN. EF OF 0.b2, OR ELECTRIC WATER HEATER WI MIN. E1= OF 0.93. ALL SHOWERHEAD `� KITCHEN SINK FAUCETS SHALL BE 1.�5 CxPM DR LESS. ALL OTHER LAYA70Rr 1=AUGETS SHALL BE RATED A7 l.OGPM OR LESS. ND7E MIN. AFUE� 95% AIR LEAKAGE CONTROL PER WSEC OPT. 3A PER WSEG TABLE �0b.7, TABLE A0ro.2 OPT. A� REDUCE 7E57ED LEAKAGE 70 4 AGH MAX. UNIT 109 SQUARE FODTACYE� CYRND FLOOR 34Z SF MAIN FLOOR lid SF UPPER FLOOR SA3 SF TOTAL - 1959 SF CsARAGE 408 SF UNIT l l0 SQUARE FDD7AGE� GRND FLOOR 108 SF MAIN FLOOR 111 5F UPPER FLOOR l91 SF TOTAL - l rol ro SF GARACsE 590 S1= H� G O R FS H O 3410 ALDERGROVE ROAD FERNDALE, WA 98248 {360}527-284a WWW. HAVEN-DW.COM fl COPYRIGHT 2fl14 Z W �O �� �� a° Q� �Q �� �� U� z �o �� wo UW Q m r m w 0 t!3 z 0 w PROJECT 73-�24 DRAWN BY 5. Clayten DATE 2.27.74 SCALE Rs Noted CHECKED Sean Hegstad �i1.J ilEGiS►'E1RF� A)�FTi�,L i �n l�+I. I-le�s� sr�rll: a� rlr►w�,�c r� NOTE FLASHING- CONTRACTOR 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. GODES� VALLEY FLASHING IRG R905.2.8/R905.4.6 OTHER FLASHING IRG R905.2.8.5 FLASHING � GOUNTERFLASHING IRG R905.3.8 WATERPROOFING WEATHER EXPOSED IRG R�03.8 AREAS, I.E. DECKS � BALCONIES. MASONRY IRG R�03.�.5. SPRAY FOAM INSULATION VENTED BIRD BLOCKING 12 GONT. ALUM. GUTTER 2X8 FASCIA VENTED SOFFIT CSEE 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 602.3 IRG TYVEK HOUSE WRAP (VAPOR BARRIER) EXTERIOR SIDING VARIES, SEE ELEVATIONS 4'" TIGHT LINE _________ DRAIN PIPE FILTER F I 1 /2'" WASHED ROCKS W/ �" PERF. DRAIN PIPE C2) #4 GONT. REBAR - ENG. TRUSS SYSTEM (a 24"" O.G. - I/2" GDX SHEATHING SD COMMONS � �o"" O.G. PLY. PANEL EDGES 8" O.G. ALL INTERMEDIATE FRAMING MEMBERS, I" NAIL PENETRATION INTO TRUSS MIN. REQUIRED - ICE � WATER SHIELD -30 YR ARCH. COMP - R-38 INSUL. �5/8"" S/R LID . H2.5 TIE TO EVERY OTHER TRUSS \ RIGID R-10 INSUL. \ �X10 HEADER 1X TRIM JJINDOW � TYVEK INSTALLATION t0 BE INSTALLED W/ BEST QUALITY CBLUESKIN OR EQUAL) 3ELF ADHERING, FLEXIBLE FLASHING MEMBRANE PER MANUFACTURES SPEGIFIGATION 1 3/4° UDLX T$G SD COMMONS @ ro" O.G. PLY PANEL EDGES, 8"' O.G. ALL INTERMEDIATE FRAMING MEMBERS, 1" NAIL PENETRATION INTO JOISTS MIN. REQ"D. 1- 3/4"' X 5- 1/2"" LVL JOISTS @ 16"" O.G. W/ R-21 BAT7 INSUL. OVER GARAGE a- m [� �� 3/4" UDLX T$G SD COMMONS @ tio" O.G. PLY PANEL EDGES, 8"" O.G. ALL INTERMEDIATE FRAMING MEMBERS, 1 "' NAIL PENETRATION INTO JOISTS MIN. REQ"D. 1- 3/4"' X 5- I/2"" LVL JOISTS (� 16"' O.C. W/ R-21 BATT INSUL. OVER GARACaE -RIGID R-10 INSUL. OVER -------RIGID R-10 INSUL. - 4X10 HEADER IX TRIM II 1 X TRIM I / % R-21 �NSUL. �L/2" S/R 2X6 P.T. MUD SILL PL. W/ 1/2° X 10" A.B. � (00° O.G. MAX. - 7" MIN. EMBED. HORIZ. #4 REBAR 3"' MIN. � 12" MAX. FROM TOP OF GONG. FOUNDATION SCHEDULE A-5" B-6° C - 5'" D-8° E - 24° MIN. F- [�� 2 ;� �� �. w Q J tt aD I 6 14 6 14 6 NOTE DWG PROVIDED FOR ILLUSTRATION PURPOSES ONLY GIRDER TRUSS SECTION SCALE: I /4�� = I �-O�� NO OPENINGS ALLOWED, TYP. 4" 9"' MIN 4" 9"' MIN W/ l/1 ro FIRE TREATED PLWD. W/ l/16 FIRE TREATED PLW 1 LAYER 5/8 TYPE X CaWB 1 LAYER 5/8 TYPE X GWB EA. SIDE OF TRUSS NON BEARING GABLE END TRUSS OR GEILINCs JOIST, PER PLAN FIRE BLOCKING ROOF/WALL C� COMMON WALL SCALE: I �2�� = I �-��� SECTION 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 �O �� �� ao z Q? o �� w � (A z U� z � �o m �� wo UW Q m m w Q z 0 w PROJECT 13-024 DRAWN BY S. Clayton DATE 2.27.14 SCALE As Noted CHECKED Sean Hegstad �� �f�C���S�L�CDD �°- 6��G�VTC�C�1 �Q�[� �o �Q����� �T��� ®� ���o��T®r� 3 STORY WALL W/ GARAG E SCALE: N.T.S. 5/a" TYPE 'X CzWB EA. SIDE, TYP. - - ► 2X6 INT. WALLS 2Xro EXT. WALLS W/ R-21 INSUL. ► VERT. #4 REBAR Ca 1 a" O.G. VERT. #� REBAR 2Xro P.T. MUD SILL PL. (a 18" O.G. W/ I/2"X10° A.B. @ �00" O.C. MAX. � 7" MIN. EMBED HORIZ. #� REBAR C� 3" MIN. AND HORIZ. #4 REBAR 12" MAX. FROM TOF (a 3" MIN. AND �" REINFORCED 12" MAX. FROM TOP /GONG. SLAB 4" REINFORCED �" REINFORCED GONG. SLAB - ��-� 4" CzRAVEL GONG. SLAB � � COMP. SOIL ��� GRAVEL --- 2" RICsID INSUL.-- � _. . -._ � �" CzRAVEL - - 1... , I F =, _ COMP. SOIL �s�i--iE�li - I II COMP. SOIL _ _ - ; i,�� � j�,n � I =_ . -,�, ii _. � -_. --.. _. +:�j . Il =��-� - �.I;��� � I_�-I -� �_I I I I,- - 5 6 ,, ; I I -- =; j�,{� �' l -�; BTM. OF � ;__ MIN. 18 BLW. BTM. OF FOOTING � �l n���_,,,.�; . _. I MIN. 18° BLW. CxRADE' (2) #4 GONT. REBAR INTERIOR FOOTING SCALE: N.T.S. GARAGE FOOTI N G SCALE: N.T.S. 2x6 EXT. WALLS - ► VERT. #� REBAR @la"O.G. HORIZ. #4 REBAR � 3" MIN. AND 12" MAX. FROM TOP 4° REINFORCED �� � GONG. SLAB � _, 2" RICxID INSUL.-- _� 4" CxRAVEL "" COMP. SOIL 2X10 GDR. BELLY BAND W/ 1 -' PAINTED Z-FLASHING= ABV. COPT.) 2X�o P.T. MUD SILL PL. — ___-- W/ 1 /2"X10" A. B. � 60" O.G. MAX. � l" MIN. EMBED APp�Ox �/N G� � -4DE - -- i�� I - _. _IfUI_ -I� � - ___- �" TIcnHT LINE =1�_ — DRAIN PIPE BELLY BAND W/ :-FLASHING ABV. (OPT.) IUD SILL PL. A.B. � ro0" � �" MIN. EMBED �" TICzHT LINE DRAIN PIPE FILTER FABRIC CaRAVEL FILL W/ 4" PERF. DRAIN PIPE 2Xro P.T. MUD SILL PL. W/ 1/2" X 10" A.B. � (00" O.G. MAX., MIN. �" EMBED VERT. #4 REBAR C� 18" O.G. � HORIZ. #� REBAR ca 3" MIN. AND 12" MAX. FROM TOP �" REINFORCED GONG. SLAB � � 2" RICzID INSUL. 4" CsRAVEL _ �'� COMP. SOIL - ' ,��ll 2Xro EXT. WALL W/ R-21 INSUL. 1 /2" S/R SIDINGn VARIES, SEE ELEVS. 26 Cs A. C�ALV. FLASHING EXTEND INTO GONG. � #� REBAR �" GONG. SLAB C� 30" O.G. '(REINFORCED) 2X�o WALL W/ 2 LAVE TYPE 'X CxWB (l 4" GON JJEEN FRAMINCx, _ PL. � �0„ N. EMBED :. � WALL G.L. —► � REBAR MIN 3" MAX 12" FROM _ - __ TOP --• � � � _ II, ®`� �„ GRAVEL, I� � � _ - � I I �—i i I—t� ll�. ��' ICI I%�-1 I I— 1 �_. _ i . •� �.:, �.�: � ii�r - � �� - , , � --= 6 MIL. VISQUEEN ' �� � �� — — i — - HORIZ. #4 REBAR �. _ �fl�fl I I. :I i-�l�l,- ; - �- _ 1 i i.._i l l�I�!^I r — — I l-1 lid I c� la o.c. = f=f! �I `" l�=I 1 ll � 1 l�l l 1�� I! � I I. a �I I I�I� ] I ICI I ICI I �l liul� ; � � � � � �. s ��� � � � � ��� � ��� M �— + I 1 �—� I 1-1 I 1-11,—.I I i =IIII IIIII��� a� — � � BTM. OF ;— -� FOOTING ---- - ' :-... - MIN. la„ �—_-...i�ii��l � BLW. GRADE �._._ I lit{- -�,,; ro„ �„ �„ — —_- . � �I PATIO (2) #4 GONT. REBAR BSCALE: N.T.S. iGYPSUN� 1NALt_�OL1RD,INOOD STUDS Bass la'�er �}�" rYRe g~:rpsum wallboard ar g�+psurn veneer base applied at right angles to each side of double rain of 2 �c woad studs ��O" o_c. on separate plates �"apart with �d coated nails, 1}{a" for}g, �_D8b" shank, �}a" heads, 4" �.c. Face lager �Ia" tYPe gypsum wallboard or g}�psurn veneer base applied at righf angles to each side with 8d Basted nails, �}s" long, Q.�O�" sha€�k, �}a'" heads. 8" o.c. ,�oir'ats staggered 1�" each la}rer a€>Id side_ Sound tested v�rith �}�" glass fief insulation stapled to studs in stud spaces an one side and with mails far base lager spaced �" a.c. i•-lorizantsl bracing require-d at mid -height. ���AD-SiEAR1N0) ' FILTER FABRIC GRAVEL FILL W/ 4° PERF. DRAIN PIPE 4" TICxHTLINE DRAIN PIPE = - .F ___- - -FILTER FABRIC �A - -- --------CxRAVEL FILL W/ 4" ��1• PERF. DRAIN PIPE Thickness: � Q�l�" APProx_ VYeight: � � psf fo - i Firs Test: See 1+VP �1�5 = �--11 I � I�=� �FM VVP 350, 9-�T-7��; -- - _ _.�lil� i)L R40�, 1Q-31-fib BTM. OF FOOTINCx �1:; Sound Test: hi 305�, 4-T-TQ MIN. 1 a" BLW. CxRADE EYEBROW R O O F (2) #4 GONT. REBAR E SCALE: N.T.S. 2X6 WD W/ CON G C2) #4 GONT. REBAR FN D N ./FLOOR C� PARTY WALL \^/ SCALE: N.T.S. FLASHING =, n�u„�,� G SLAB ON GRADE FOOTING SCALE: N.T.S. 21 1„ �, �„ k k 3, 0„ k � 5, 0" �k � 2, 0„ * k 2' �„ k � 2, �„ � k 3' 0„ k I I :� m m � �� m � m m m � �n ;n ;n �n � � � � m m `" �n m �n �n �n �, �,� � m �,� m m m N � N N A A' B C D E 2��0 SH. TEMP. 2640 SH. TEMP. 303� HV. 5050 HV 20�0 SH. 2�50 SH. �, 0„ �, 0„ 2, 6„ 2, 6„ �, 6„ � � � � m in �n m ,.n � an m �,� m ,n m M N O P Q 6050 HV. 60�0 HV. 26�e FX 2�4e GAS 1640 XOX DWI N DOW TYPES AND SCHEDULE SCALE: N.T.S. wP 3820 SCALE: N.T.S. F Cs H 2650 FX. 3050 1 �1 � FX 0 �u N R �e�e HV 2, 6„ m S 2650 SH 5' 0" I J K L 2020 50�0 HV. ��40 XOX �02� HV AWN. OBSG. 2020 AWN �, 0„ �� N � � �� ,� n m A m � � 'cn T U V 7650 XOX 2030 SH �020 Hv NOTE HEADER HEICsHT VARIES BY FLOOR. VERIFY HEICxHT WITH SCHEDULE BEFORE INSTALLINCx WINDOW SCHEDULE BLDCx. 109/110 N R �e�e HV 2, 6„ m S 2650 SH 5' 0" I J K L 2020 50�0 HV. ��40 XOX �02� HV AWN. OBSG. 2020 AWN �, 0„ �� N � � �� ,� n m A m � � 'cn T U V 7650 XOX 2030 SH �020 Hv NOTE HEADER HEICsHT VARIES BY FLOOR. VERIFY HEICxHT WITH SCHEDULE BEFORE INSTALLINCx WINDOW SCHEDULE BLDCx. 109/110 MARK TYPE LOCATION HEADER HC�T. UNIT SIZE OPENER MULL 1 A 110 STAIR 7' ABV. LANDINCx 26�0 TEMP. SH 2 R 109 REG ROOM 2'-b" 4e4e HV 3 R 109 REG ROOM 2'-b" 4e4e HV 4 I 109 REG ROOM ro'-a" 2020 AWN. 5 I 109 REG ROOM 6'-8" 2020 AWN. 6 D 110 STAIR (o'- 9 5/a" 2040 SH. l D 110 STAIR (o'- 9 5/a" 2040 SH. a I 110 BATH ro'- 9 5/8" 2e20 AWN. OBS 9 S 110 LIVING 6'- 9 5/8" 2�50 SH 10 S 110 LIVINGS 6'- 9 5/8" 2�50 SH 11 S 110 LIVINCx (o'- 9 5/a"' 2650 SH 12 S 110 LIVINCx (o'- 9 5/8" 265e SH 13 R 109 MEDIA/FAMILY RM ro'- 9 5/a" 4040 HV 14 R 109 MEDIA/FAMILY RM lo'- 9 5/8" 4040 HV 15 I 109 POWDER 6'- 9 5/a" 2e20 AWN. OBS 16 B 109 KITCHEN 6'- 9 5/a" 3e36 HV I� G 109 DININCx �o'- 9 5/a" 505e HV IS G 109 DINING= �o'- 9 5/a" 5050 HV 19 G 109 DINING �o'- 9 5/8" 5050 HV 20 G 109 DINING= 6'- 9 5/8" 5050 HV 21 B 109 KITCHEN (o'- 9 5/a" 3036 HV 22 A 110 STAIR �" ABV. LANDINCx 2640 TEMP. SH 23 I 110 M. BATH ro'- 9 5/a" 2020 AWN. OBS 24 E 110 M. BED �o'- 9 5/8" 2�50 SH 25 E 110 M. BED 6'- 9 5/8" 2650 SH 26 E 110 M. BED �o'- 9 5/a" 2650 SH 2� E 110 M. BED �o'- 9 5/a" 265e SH 28 T 109 BED 2 6'- 9 5/a" 1�50 XOX 29 I 109 BATH 6'- 9 5/a" 202e AWN. OBS 30 U 109 W/D 6'- 9 5/a" 2030 SH 31 U 109 W/D ro'- 9 5/a" 2030 SH 32 G 109 M. BED �o'- 9 5/a" 505e HV 33 G 109 M. BED 6'- 9 5/a" 5050 HV 34 I 109 M. BATH 6'- 9 5/a" 2e2e AWN. OBS 35 G 110 BED 2 6'- 9 5/a" 5050 HV 3�o I 109 M. BATH ro'- 9 5/a" 2e20 AWN. OBS 3l A' 109 STAIR �o'- 9 5/a" 2640 TEMP. SH ��� E 5 G N W 0 R K H P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360) 527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W �O �� �� a° Q� J (n H W O Q � Uz �0 �� wo UW Q m m w Q z O w PROJECT 13-024 DRAWN BY S. Clayton DATE 2.27.14 SCALE As Noted CHECKED Sean Hegstad �� �f�C���S�L�CDD G°a6��C�VTC�C�T �Q�(I� �o �Q�g�i�� �T�aT� ®� ���o�crT®�