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REVIEWED BLD2023-1369+Orig Architectural_Plan+10.27.2023_12.03.46_PM+3866103CONSTRUCTION SPECIFICATIONS w • • C. SNOW LOAD Ca 25 PSF. D. FLOOR LIVE LOAD 40 PSF. E. DECK LIVE LOAD 60 PSF. F. SOIL BEARING PRESSURE 1500 PSF. G. ALL GLASS IN DOORS, SIDELIGHTS, AND OTHER HAZARDOUS LOCATIONS TEMPERED GLASS (IRC 308.4) 2. FOUNDATION: A. FOOTING: SHOWN AS MINIMUM ON DRAWING AND TO BE POURED ON CENTER OF WALL DIMENSIONS: - FOOTINGS ARE TO BE POURED ON UNDISTURBED OR PROPERLY COMPACTED SOIL. - A 4 PERF. DRAIN PIPE IS TO BE LAID AROUND PERIMETER OF FOOTING AND OVERLAID W/ 1/2" - 2" DRAIN ROCK. B. FOUNDATION WALLS: TO BE BUILT TO SIZE SPECIFIED ON DRAWINGS AND THICKNESS SPECIFIED IS MINIMUM REQUIREMENTS. PLACED IN ACCORDANCE W/ FOUNDATION PLAN. C. REINFORCEMENT STEED TO BE AS SPECIFIED THICKNESS GALLED OUT ON DRAWINGS AND TO BE DETAILED AND PLACED IN ACCORDANCE W/ BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND TO BE DEFORMED STEEL BARS CONFORMING TO ASTM A615, GRADE 40. D. CONCRETE: SHALL BE OF "IREADY-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 2590 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/ 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"X(o" DF-L #2 W/ STUDS Ca 16" O.G. HEIGHT OF EXTERIOR WALL TO BE AS SHOWN. - ALL EXTERIOR WALLS SHALL BE SHEATHED W/ 1 /2" STRUCTURAL PLYWOOD OR 1/16" OSB. BRACKING WILL BE DETAILED IN PLAN. - ALL WINDOW HEADERS AND BEARING WALL BEAMS TO BE 4"XIO" UNLESS SPECIFIED ON DRAWINGS. - INTERIOR WALLS TO BE 2"X4" CONSTRUCTION PLACED Ca 16" O.G. STUD HEIGHT TO BE AS SHOWN. - INTERIOR BATHROOM WALLS W/ EXTENSIVE PLUMBING FIXTURES MAY HAVE 2"X6" FRAMED WALLS TO PROVIDE CLEARANCE AND COMFORTABLE WORKING SPACE. - BATHROOM WALL COVERINGS SHALL BE MOISTURE RESISTANT CEMENT PLASTER, TILE, OR APPROVED EQUAL TO 12 INCHES ABOVE DRAIN AT SHOWERS OR TUB W/ SHOWERS. (R102.4.2) C. ROOF: DRAWINGS WILL SPECIFY TRUSSES OR RAFTER CONSTRUCTION - ENG. TRUSS DETAIL TO BE CHECKED BY GENERAL CONTRACTOR BEFORE INSTALLATION - STANDARD SNOW LOAD TO BE VERIFIED PER SIDE ISSUING JURISDICTION PSF TOTAL LOAD UNLESS SPECIFIED OTHERWISE ON DRAWINGS. - ROOF SHEATHING TO BE 1/2" 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 I, R692.3 (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 f WEATHERSTRIPPING B. ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED TO UNCONDITIONED WALLS I 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 50NES 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-3a INSULATION FLAT ROOF/CEILING TO HAVE MINIMUM OF R-49 INSULATION ROOF/CEILING W/ ADVANCED FRAMING: TO HAVE MINIMUM OF R-3a INSULATION. B. 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 (B) INSTALLED PER MANUFACTURER'S SPECS. WITH WINDOW I JOINT TAPE -A. TYVEK HOUSE WRAP *PREFERABLE -B. 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. 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.a / IRC 905.4.E OTHER FLASHING -IRC 905.2.a.4 FLASHING ; COUNTERFLASHING - IRC 905.3.a WATERPROOFING WEATHER EXPOSED AREAS, I.E. DECKS f BALCONIES - IRC 103.5 MASONRY - R103.1.5 AND WINDOWS - R612.1 AND R103.5 MECHANICAL SPECIFICATIONS 1. THE MAXIMUM LENGTH OF A CLOTHES DRYER DUCT SHALL NOT EXCEED 25 FEET (1620 MM) FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 MM) FOR EACH 45-DEGREE (0. 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 SITION DUCT. (MI5®2.4. 2. ELEMENTS OF APPLIANCES WHICH CREATE G OW, SPARK, OR FLAME SHALL BE LOCATED A MINIMUM OF 16" ABOVE THE GARAGE FLOOR (IMG.304.3) 3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMO - STIBLE MATERIALS. APPROVED FLEX CONNECTORS XC ING F . LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. (IMG.504.6.3) 4. PROVIDES PROTECTION OF GAS BURNING APPLIANCES PER IRC SEC M1301 PLUMBING SPECIFICATIONS 1. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK. DRAIN TO THE OUTSIDE OF THE BUILDING WITH DRAIN END NOT MORE THAN TWO FEET NOR LESS THAN 6" ABOVE THE GROUND, POINTING DOWN. (UPC.(o08.5) 2. PROVIDE ACK FLOW PREVENTION DEVICE AT ALL HOSE BIB (UPC.603.5.1) BRACK TT COURT ART UNITS 107 & 108 OWNER KAUTZ ROUTE, LLC C/O TERRA PROPERTY ANALYTICS PO BOX 31097, SEATTLE, WA 98103 (206) 213-0810 SRRICE@RERESOU RCES.COM ARCHITECT SEAN H EGSTAD HAVEN DESIGN WORKSHOP 3410 ALDERGROVE RD. FERNDALE, WA 98246 (360) S27-2840 SEAN@HAVEN-DW.COM 23220 EDMONDS WAY EDMONDS, WA 98026 BUILDER Kim SINGH PCMI, LLC PO BOX 3003S, BELLINGHAM, WA 98228 (360) 303-8572 SINGHASONG2@MSN.COM STRUCTURAL ENGINEER DAMON VAN DEN TOP DVDT ENGINEERING 295 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 BY CITY OF EDMONDS BUILDING DEPARTMENT r■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ 1■ I L RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT -D D H E A G W 0 R K 5 H 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W 20 00 a° Q� w Lu 0 p Uz o' � �0 w� UW Q m m Cn w �_ v � rn o co � rn O O O C U U U Z Of O W WN WC''M U) D- D- ztt 0- It w ¢z az ¢z C) w ow ow wg wg wg ?O ?O ?O E U E U E U PROJECT 13.024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad Il�FA"P-GCHs TECF-®uT[�C�1 tSTATE "Ileg5,3,d ®F W HIINcT®jq BLD2023-1369 APPLICABLE BUILDING CODES: 1. 2eI2 I TE RESIDENTIAL CODE, 2e12 INTERNATIONAL BUILDING CODE 2. WASHINGTON STATE ENERGY CODES 3. WASHINGTON STATE AMENDMENTS AND ORDINANCES SEISMIC ZONE: DI OCCUPANCY GROUPS: R3 RESIDENTIA CONSTRUCTION: TYPE V-B LEGAL DESCRIPTION: LOT 9, BLOCK I, RIDGE ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 91, RECORDS CF SNOHOM15H COUNTY, WASHINGTON; EXCEPT LHE WEST IN FEET THEREOF; AND EXCEPT TTHAT PORTION, IF ANY, IN STATE HIGHWAY I-W; AND ALSO EXCEPT THAT PORTION DEEDED TO STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 21932e5. SUB..EGT 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 MARINE 4 WITH HEATING BY ELCTRI 1. _ - - I INC. 2. WALL INSULATION = R-21 MIN. 3. PERIMETER INSULATION = -le MIN. 4 ALL GLAZING = U VALUE MIN e 3Q 5. PROVIDE VENTILATION SYSTEM CONNECTING ALL TOILET ROOMS I LAUNDRY ROOM. 6. ANY DESIGN ALTERNATES TO BE SUBMITTED AND REVIEWED FOR CONFORMANCE CODE NOTES: 1. 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 f CAULKED WITH APPROVED - MATERIALS. PROVIDE MFGR. SPECS. ALL OTHER OPENINGS TO THE BUILDING ENVELOPE - TO PROVIDE INSPECTOR WITH MANUFACTURERS CUT SHEET DEMONSTRATING CONFORMANCE. 3. INTERIOR FLAME SPREAD REQUIREMENTS: INT. WALL $ CEILING FINISHES%(TABLE 8e3.(B) CLASS C (FLAME SPREAD -16-2ee) ALL BLDG. INSULATION REQUIRES A FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPMENT RATING OF 45e. (SECTION 72e> THE INSULATION IS REQUIRED TO BDE LISTED f 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 5. ALL GLAZING WITHIN 18" OF ANY DOOR JAM55 TO BE SAFETY GLAZING MA T RIALS. 6. PROVIDE SMOKE DETECTORS IN EACH BEDROOM AND ADJACENT HALLWAY, AND ON E ADDITIONAL STORY OF THE BUILDING 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 2012 INTERNATIONAL BUILDING CODES AND WASHINGTON STATE AMENDMENTS. 2. ALL ELECTRICAL, MECHANICAL, PLUMBING, f 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 SUBCONTRACTOR TRADES. PROVIDING WEATHER -TIGHT SEALS, FLASHING AND CAULKING AT ALL CONNECTIONS AND PENETRATIONS AND ROOF SYSTEMS. REFER TO IBC SECTION 14e5.2 f15e3 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 OWNER/DEVELOPER AND CONTRACTOR SHALL ASSUME RESPONSIBILITY AND LIABILITY FOR COORDINATION OF BID -DESIGN WORK, INCLUDING BUT NOT LIMITED TO GENERAL CONSTRUCTION, ELECTRICAL, PLUMBING AND HVAC SYSTEMS. THE ARCHITECT IS NOT LIABLE FOR CHANGES/CORRECTIONS MADE BY ON SITE INSPECTION DURING THE COURSE OF CONSTRUCTION OR FOR DETAILS AND SPECIFICATIONS NOT INCLUDED. 6. THE CONTRACTOR SHALL UTILIZE CONSTRUCTION TECHNIQUES AND PRACTICES STANDARD AND ACCEPTABLE TO THE CONSTRUCTION INDUSTRY. THE ARCHITECT DOES NOT ASSUME LIABILITY OR RESPONSIBILITY FOR METHODS OF CONSTRUCTION DETAILS NOT INCLUDED IN THESE CONTRACT DOCUMENTS. 7. THE ARCHITECT HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATING TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS WORK, THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ARCHITECT SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR OR SUBCONTRACTOR OR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY BY ANY PERSON. 8. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH AFFECTED WORK. S. 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 f SUPPLIERS. le. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES AND CONNECTIONS INCLUDING SEWER, WATER, GAS AND ELECTRIC SERVICES BEFORE AND DURING HIS WORK. 12. THE ARCHITECT HAS NOT BEEN RETAINED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATING TO THE BUILDINGS CONSTRUCTION, SAFETY, SECURITY OR MEANS AND METHODS. 13. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. MATCH EXISTING ADJACENT WALL AREA WHERE APPLICABLE. 14. SHOP DETAILS SHOULD BE SUBMITTED TO HAVEN FOR REVIEW BEFORE PROCEEDING WITH FABRICATION. 15. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN APPROVAL FROM HAVEN. ROOF DRAIN 4- RIGID OR 6" FLEXIELE PERFORATED PIPE CRTCH BASIN/ INFILTRATION TRENCH YARD DRAIN PLAN VIEW ROOF OVERFLOW DRAIN A SPLASH BLOCK 4" MOID OR 6" FLEXIBLE PERFORATED PIPE 6 5.0' MIN g•• LEVEL 12" e nee •,"0�' 0 1 RAIN. FINE MESH CREEK VARIES IU" MIN -I CATCH BASIN/ A- WASHED ROCK YARD DRAIN 3/4- - 1 1/2" PROFILE VIEW COMPACT BACKFILL FILTER FABRIC 6 b o• o a 4" RIGID OR 6- FLEXIBLE 24" . S{TO�Ry 4 PERFORATED PIPE 12 a g d WASHED ROCK 6 e y 3/4 - 1 1/2" f� 24- TYPICAL DDYMSnUT INFILTRATION 5YSIEM Not to Scale WHATCOM COUNTY DFPARTii1ENT OF PUBLIC WORKS O 6.0' WOOD FENCE EXISTING FENCE (0.11 ' N 0.3' W OF 6.0' WOOD FENCE @ ADD. PROPERTY--- ROPERTY CORNER) x _ (0.25'S OF CORNER) 76 fin„ n-7, a n' x x x x - - - - - - 375 y x - - - • 6°-6°° x 2'-6" EYES Y AREA OF SAND FILTER VAULT r s4" II 5 375 I I14 01 SIB 10 0 � � (FE � � 40N LINE) � � � 1 „38"FIR \ 11 0 I 1�c°5 -----, le ETBACK h0 4.5� - - - - G - W ti < FENCE �',� �� I _ I _41- - I - - - - V, S OF ^ `�,' �� - �� ' NO PARKING- �I EL_ 315.(0, 1 \ 3� �� CJ S OS SEE CIVIL FOR SIDEWALK \ „ L 375.(_, \ A �` LOCATION $ SHAPE EL 3�5.8 `� F' FIRE LANE SIG - 1 " + � `S/Q 9,p E X < C.B. R N ER) x 15 4 EL. 37g.-1' >S r�' I 1 I� L �` ELECTRICAL • cD'' P li 1 , 0 4 �fi �` • ��'� s24X24 /TOP=374.04 o C + 4 TRANSFORMER 376 UNIT 108 �i UNIT 109 F� I PATIO F , I i �tic� • NN ADDRESS: 23224 �I ADDRESS 23222 N' 3 BED 1 2 GAR o EL 375.9 2.0% 1 I 2 BED 1 2 CAR �S Fr°�P �- 1802.e SF UNIT ■ x - 241011 1999.7 SF UNIT \ \ s �7i v� 452.2 SF 1 -- 429.9 SF ��, i �. S Z CaARAC%E o� GARAGE \ e4' �'•1,,'P I cqA < CD O FF @ 3"15.2 i� 1h PAINT CU FF @ 315.1 \ c� s i F • COLOR SCHEME AP;' YELLOW RE LAN COLOR SCHEME B DELINI T N, YP. \>S 'I ANG H D Cj� ATIO, TYP. 's' ,�,�`' D I VE W+ � 1W=��x S'X8 \ I ! x 3 : 1 'FIR � 2.9% �o f ATl - I G N gW=3�4.6 oo -1 4' SW t�l UNIT 'i t` ADDRESS: 23222 24"FIR I,,_' (o' PRIVACY F NC .- �',i UNIT ; =: NO PA ING- W/1 3 OF FRET. WALL, TYP II ADDRESS: 23224 o IR LA E" SIG I 2 BED / 2 CAR} x III' ' :II >6`13-1.SF UNIT (FF= 375.50) GATE\3 BED 1 2 GAR &N.2 SF X 18e2.e SF UNIT 3e"xllO" �I (GMN) x 452.2 SF I EL 37�.e GARAGE o u CxARACsE I� \ \ ��?�O A,3� 5.30 - FF @ 3�5.5 r - \4' WALKWAY SIT FF @ 375 2 1 �^� _EL _377.e COLOR SCHEME B Q r� `'' L.S. E : 311.e EL 3��.e N I m COLOR SCHEME A P q EL: 377.t 2.8% - -- -:_- - -- - o d) � EL. 311.1, 'NO PARKING- AI 6. FIRE LANE" SIGN CD 3 I R' 3 "FIR I I • 151411 � I - - -- � NEW 6' WOOD _ I Orin I C FENCE 150VI UNIT 10t'o F - SIB 2.0% ADDRESS 23226 �- 3 BED 1 2 GAR 1502.0 SF UNIT ■ 482.2 SF _ l3ARACxE LINK O FF @ 3-15.5' PROP. FL NEE) 1 �� COLOR SCHEME B I r w I rw3-Sxo ■ HT 48 �. .7 .K Y h/ 6' PRIVACY FENCE W/1 3' OF T. WALL, TYP UNIT 5 23 5'x4-_ -� ADDRESS 23226 PATIO, YP. 3 BED 1 2 CAR 1502.0 SF UNIT % 452.2 SF 2.0% �- GARAGE ■ I FF@315.5' COLOR SCHEME B _ EI 15' 211 - cb Oo O j , I e SETB. ix r����p 0 �` 10' 0,,, L - - - , 1� 0 4' U1ALt 378 �O - 381 ' 382 WOOD FENCE FOUND 5/8" REBAR WITH CAP STAMPED: "R.M.A. LS4561" (WO.03', SO.2' OF CALC'D POSITION) N SITE PLAN SCALE: I ii = 1 of - 0" PAVED SURFACE 5D' MINIMUM OR TO GARAGE �{ WHICHEVER IS SHORTER k � II I I GXROUNp 18' MINIMUM I I [DRIVING I I SURFACE 1 GEOTEXTILE BENEATH t QUARRY SPALLS e TO 6" QUARRY SPALLS 25' RADIUS RESIDENTIAL TEMPORARY CONSTRUCTION ENTRANCE PAINT CURB PARKING- PAVED YELLOW FOR FIR "LANE LANE" SIGN DRIVEWAY DELINIATION, TY FL- �P �P C,Y �0 42"FI R � �h \o � „ PARKING- 4 FIR LANE" SIGN -- - - - ELF 3�8.2 "NG INV (SE)=370.83 INV (NW)=370.22 19 " I R 24' 0" 18"FIR O TA=375.2 ATE Q'AR IN -EL378.e T M "' OFF P AC ELEVATION: 3�7.5e O S CIVIL FOR MORE TAIL. �41O O �J O PROJECT SIGN --- -- PER SEPARATE O PERMIT �0 S L=374.69 __WALL LIGHT, TYP. TA=375.80 - - - [8"FIR FIR LAN I � 4 , �< J F� �_ , SEE L5 �`� L S EL 378.2 \ .4 O ham,° �h. NO PARKING- Q m •O Pry o �P� 0 EL: 371.6 a 5' S. tiQ 11 2.8% ii ti J X s, s PAI T CURS Q/ I o 4 ��� YELLOW FOR FIRE LANE P' L.S. 1 7" WO D ICDELINIATION, T2.111 4.5%¢ \ o� s� h o- UNIT 102 UNIT 101 � d NO PARKING- �` t \\\ FIRE LANE" SIGN Pr UNIT 10� UNIT 103 X' o ADDRESS: 23230 ADDRESS: 23230 �j 6' TALL WOOD ADDRESS 23228 ADDRESS: 23228 m 2 BED 1 2 CAR 1 BED/ 1 CAR sso I I j FENCE 1 2 BED / 2 GAR 2 BED / 2 CAR 1515.9 SF UNIt 1052.3 SF UNIT \ W/ (2) 4'e i 15E SF UNIT 151 &.2 SF UNIT � 4' 401 SF 35ro SF \ X DOORS GARAGE GARAGE \ II 241011 I 415.4 SF 40(0•7 SF WAY , 0 1 GARAGE FF @ 31(0.0 FF Ca 37�0•0 GMU/GONG ° CsARAC�E \ ' '��• RETAINING �'�� I 1 I FF @ 375.8 FF @ 375.8 COLOR SCHEME A COLOR SCHEME A WALL '' `� i COLOR SCHEME B �P �Nz' �sI COLOR SCHEME B 10, 0" 1 EL 378.2 EL 3 a 3 - J o 0. , EL 378.2 - - o 6 EL, 378.e O "O 00 O � h '�'�``� - 10' 011 � `� 5'X3'-3" �� 0' 0�,� h 1 1.7 r, O I II ` S ATIO, TYP. C, , O'xl 2' Trash �i����0 O SIB O,, / PATIO, T�OF�J.��, � 10 0 379 101 ON `` ��' sI I Iro •� • reds ., Area in FIR x -.-• 19 g.39' O N 88003'40' E (1.15'N OF -WOOD 5.0' CHAIN LINK FENCE PROP. LINE) FENCE, TYP. (0.4'N OF PROP. LINE) >��•- e,��° • 5. 0' CHAIN LINK FENCE (0.02'N OF PROP. LINE) FIRE HYDRANT NOTE: SEE CIVIL DRAWINGS FOR SIDEWALK ACCESS EASEMENT AND STORMWATER ACCESS EASEMENT. Min Low Permeable Soil Keystone Cap Unt „wr.r Keystone Standard Unit 2. Unit Drainage Fill (314" Crushed - - Rock or Stone) to_11W'" Limits of Excavation p-FInIShB@ [;ride ❑raInag e Tile a _ Note. Unrsinforoed Como When site conditions require, wrap drainage Foundation Soil or Crushed Stone tile in 314" aggregate and salter €abricwith Leveling Pad drainage (,Om pin Sita or a g g reg rate back drain system, as directed by gedtechnlcal engineer. Typical Reinforced Wall Section Standard Unit - I` Setback UNIT COUNT PARKING BEDS REQUIRED SPACES 4-3Bed 4@2.0/3BR=8 5 - 2 Bed 5 @ 1.8/2BR = 9 1 - 1 Bed 1 @ 1.5/1 BR - 1.5 23 -Total Beds Total = 18.5 19 Spaces) FIRE LANE NOTES COVERAGE Lot Size - 19956.75 SF Building Area - 7018 SF Lot Coverage - 35.10% Imp. Surface - 66.7% Coverage FAR- 0.98 FLOOR ELEVATIONS UNIT AVG.ORIG. DESIGN FF FINISHED ELEV. GRID. ELEV. GRADE DIFFERENCE 101/102 378.2' 376.0' -2.2' 103/104 378.0' 375.8' -2.2' 105/106 377.6' 375.5' -2. 1' 107/108 376.4' 375.2' -1.2' 109 376.3' 375.1' -1.2' 110 376.6' 375.5' -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 Rl-fo-9, RAINBOW el-521, EMED TC I8816, OR EQUIVALENT) -SIGNS SHALL BE RED LETTERING ON A WHITE BACKGROUND -SIGNS SHALL BE SPACED 5e FEET APART OR AS DIRECTED BY THE FIRE MARSHAL 272' BY 14 GA, HIRE OR EOUIVALENT. IF STANDARD STRENGTH FAR RIC IS USED. 2 2 x 2 WOOD POST, 1 NAItIMUN STEEL POST, OR EQUIVALENT. NEWLY GRAU£O OR NO FILL WITHIN 2- DISTURBED SLOPE. 4 FT OF FENCE. 12- BURY BUTTON OF FILTER FABRIC MATERIAL BACKFILL TRENCH WITH NATIVE g• SO!L OR 3/4•-T.5• WASHED GRAVEL. TYPICAL CROSS N s SECTION SILT FENCE FACE OF CURB REMOVE EXISTING RETAINING WALL AS PER CIVIL 45, 49' LAND USE INFORMATION BUILDING JURISDICTION: ITT F NDS 23 WAY ADDRESS: ee5553-eel-ee5-e2 PARCEL NUMBER FAMILY RESIDENTIAL ZONING:MULTI LOT SIZE: 19956.15 SOFT IMPERVIOUS SURFACE: PROPOSED 1) ROOF AREA: 184e SOFT 2) FOOTPRINT: 1552 SOFT 3) COV. PATIO/DECK e SOFT 4) IMP. PATIO/DECK 52 SOFT 5) DRIVEWAY f 51DEWALKS: toeto2 SOFT ro) IMP. SURFACE COVERACsE (2-5): 1 �oe4 SOFT 1) LOT COVERAGE: 66'7% BUILDING SETBACKS FRONT 15'e" RECEIV REAR - 15'-e" Oct 30 202 SIDES - l e'e" CITY OF EDMOND D ES DEPARTMENT H D E G N W 0 E R K S. a P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360) 527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z J 0- LU U) m�I d d W o (.0 r-- 8) O O O U U U U Z LD W W N LLl t`D Cl) a 0-4t 0-4* O¢ Z Q Z Q Z O W W 0 W >0 >0 >0 of U Of U IY U PROJECT 13.024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad �3"APERSTOTE&CF-F t �"M'Heplad ATE OIF WAsHIINIG=rCH Ici 369 30 YR ARCH. 3UTTERS I Xro FASCI, I" LAP SID :LLY BAND :)2X3W1M qG; ABV. BOARD W/ TTEN (a I ro" NORTH ELEVATION SCALE: I /411 = 1 I-OII SOUTH ELEVATION SCALE: I /4" = I '-Ol' HARDI - SHINGLE EAST ELEVATION SCALE: I /4" = I I-Oli WEST ELEVATION SCALE: I /4" = I '-Oil RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT D E A S I G W 0 R K S. H 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W 20 00 ao z o LL � J W U D Z z o �o W� m UW Q m mCn w Cn w 0 0 0 Cf) U U U Z ll� Of O W W N III D- D- ztt 0- It w Q Z Q Z Q Z �W 0W 0Lu W 2i W 2E W ji 0 �!0 �!0 U E U E U PROJECT 13.024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad FAEP-GNSITTE&CF-F t8a "'MoIlegg'3,d ATE OIF W HIINIO7®1I Al 1369 PERSPECTIVE PLANS SCALE: NTS NOTE: MINIMUM ATTIC, ACCESS ROUGH OPENING NOT TO 5E LESS THAN 22" X 30" PER R801.1 AND SHOULD 5E LOCATED IN A HALLWAY OR READILY ACCESSIBLE AREA. PROVIDE MINIMUM 30" UNOBSTRUCTED HEADROOM AS MEASURED FROM BOTTOM OF CEILING FRAMING. ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (E.G., ATTICS AND CRAWL SPACES) SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. ACCESS SHALL 5E PROVIDED t0 ALL EQUIPMENT THAT PREVENTS DAMAGING OR COMPRESSING THE INSULATION. A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO 5E PROVIDED WHEN LOOSE FILL INSULATION IS INSTALLED. 12" ro r- - - - - -- 2L 5-4/2'-' -- 7" ROOF ABV L —_ 0 a — HALF LITE 3" OVERP I I (a DOO I � 115R m m - 3ro -- I I GCa l------- WALL II Q} I ENT 43X10 4 ILE Cal wl R T (KI J I I I I 1 286a 1 GO �I 1 101� I. II 4" 8 1 /2" PATIO ° REC ROOM I I u1 116X11a I r GONG O> CPT 1 1 r II 1 Him 1 II s IIF r G ICa S3 II II II N ` II B II II S3 I ----- I TYP i} s � I 1 I ICa I r 1 REC ROOM HE I 116X11a m PATIO �cl CPT 11 N I 40X80 01O I <., I Lu O - �IL� I � OIL II II I I I I I CIO I II co s� I I ----- fi- 110V ml 1 I 286a N �I Q l 4' 3„ �I LLI------- J N l TR1' ------ c4 < 143XI04 ITILE AA — 1 I A4 I I UP 115 � I 33, 0" 20" ro" >II r- ------ — _ ff Cal l 3�c0� QII =3 z I (L O FI I I SOFFIT O W �ff OLIJp Call i �° >L1 I �> O I (- NuO� SLOPE 2" III i II I I II II I I 1 II i i I II I I I II i i I 2 GAR G .ARAGE 3: 20e 2r' O I CON m D II I> wyp UNIT I ea j Q SOFFIT 1 MTL. 5ALLARD I I I II i i I kS3 I HR. FIRE SEPARATIONpBETWEEN GARAGES AND(mLIVINGSPACES USING 5/800 T_ TYPE-X S/R FROM FLOORm I TO CEILING� FIRE TAPEDa , ";A _I II 1 1 = II II i SLOPE 2" I � >: I Call 1 W ° O I D QI I I i w p_I O� } S3 YP CaI I I I 1 u. 2 CAR GARAGE COI ° 4— UNIT 107 I i 1 1 30roa / _HALF LITE OVERPOU @ DOOR I I ROOF A5V GROUND FLOOR PLAN SCALE: 1 14" = I '011 STAIR NOTES 1 HR. FIRE SEPARATION BETWEEN GARAGES AND LIVING SPACES USING 5/8" TYPE-X S/R FROM FLOOR TO CEILING ; FIRE TAPED Lid 1. STAIR CALCULATIONS ARE BASED ON A (9"-5 3/8") FIN. FLR. TO FIN. FLR DIMENSION AND 8"-1 3/8" FIN. FLR. TO FIN. FLR. AND SHALL BE FIELD VERIFIED 5Y THE CONTRACTOR, AND ADJUSTED ACCORDINGLY. 2. 15T- (15) RISERS (a 1 3/Iro" FROM FINISHED TREAD TO FINISHED TREAD (14 RUNS (a 11" (12" FIN.). 2ND- (15) RISERS (a ro 1/8" FROM FINISHED TREAD TO FINISHED TREAD (14 RUNS Ca 11" (12" FIN.). 3. USE (3) 2XI2 #2 D.F. FOR STRINGERS 4. FIRE 5LOCK CONCEALED STRINGER SPACES (a TOP f 50TTOM AND 5ETWEEN WALL STUDS ALONG STAIR RUN. 5. STAIRWAYS SHALL HAVE AT LEAST ONE HANDRAIL. HANDRAILS SHALL 5E PLACED NOT LESS THAN 34"OR MORE THAN 38" A50VE THE NOSING OF STAIR TREADS. ro. 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 5E I HR. FIRE RESISTIVE CONSTRUCTION 5Y MEANS OF 5/8" TYPE-X S.R. WALLS � CEILING, TAPED AND MUDDED. 8. MAINTAIN A MIN. OF ro"-8" HEADROOM CLEARANCE MEASURED VERTICALLY FROM TREAD NOSING TO NEAREST SOFFIT. 9. R303.1 STAIRWAY ILLUMINATION. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL 5E PROVIDED WITH A MEANS t0 ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS AND SHALL RECIEVE POWER FROM THE PRIMARY BUILDING WIRING. I I I I I I SOFFIT I I FRAMING NOTE Lp cq m CL N m N r N m FOR ALL BEAM SIZES * LOCATIONS REFER TO STRUCTURAL FRAMING PLANS � ENGINEERING CALLS. DURING FRAMING CONSTRUCTION. NOTE: WATER HEATING SYSTEM, PER WSEC TABLE 406.2, SHALL INCLUDE GAS OR PROPANE WATER HEATER W/ MIN. EF OF 0.82. UNIT 101 SQUARE FOOTAGE: GRND FLOOR 294.0 SF MAIN FLOOR 189.8 SF UPPER FLOOR 115.2 SF TOTAL - 1802.0 SF GARAGE 452.2 SF SQUARE FOOTAGE: RE E I V E D GRND FLOOR 294.0 SF t 30 2023 MAIN FLOOR 19F" 8.8 S UPPER FLOOR 1�618.2 EDMONDS TOTAL - VE 1802.0 SF MPENT SERVICES EPARTMENT GARAGE 452.2 SF D E A S I G All0 w R K S. H 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360) 527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W 20 00 a� Q� Q J O V/ U� LL z �o w� UW Q m cocU) a w � rn O O O cn U U U Z W 10� LD w w N LLI CI) cl) a 0-lt 0-l* O¢ z Q z Q z ow 0w 0w >o >o >o FEU (ifU of PROJECT 13.024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad �3"APERSTOTE&CF-F t8L"M'Heg5,3d OF WAsHlINOTOm BB A4 33, 0" AA A4 — 4 _m N 7' S 1 /2" 3,11 112" 4' 3 5/8" 4' 5 1/8" 2' 3 1/2" le, 2" ROOF BEL W 4' 10" 5' 4" RAKE WALL Dv 30 17 N O I SD C 4' 10 1 / " 110V PLATE G. m 5' T/S • 0 J g g BATH FM D 86X50 m BED #3 TILE OPEN �10 2,E 6g I 10gX10e 6 POST 0 L L 0 GPT 16r08 1(.05 8' I" 4' 10" HALL 4 00 D °' ATTIC 146X311 `I' 15 I — ACCESS CPT 2g68 FRAMED WALL sD --- RiS------- `. INFILL LEVEL W/ lIOV WIC ��, N UNIT 108 N LANDING 5eX5e O m � CPT — N m N _ N M. BED �' BED #2 11,1XI l l e Nl 108XI 22 CPT 36X4 �11 CPT 12' 4 1/2" 53 1/2 3' S 1/2" 3i 1/2 U O N FP N SLOPE CEILING AS PER 80CFM SLOPE CEILING AS PER M.BATH S AFT m 00 DWG I/A4 --- DWG 1/A4- 8 ILE X(01 -- a PLAtE (a 6'--- /I I I O � ' IIeV I sD IIeV 5' S 1/2" 3 3 1/2" 1 SLOPE CEILING AS PER F i J-� DWG I/A4 M.BATH SHAF Ni SLOPE CEILING AS PER 8 xrol TILE 80GFM �i DWG 1/A4 12' 4 1/2" 5' 3 1/2" 2' 3i1/ 1 0' 3" I M. BED BED #2 11 1Xl 110 10gX122 36X42 CPT 0 IC N CPT <v CPT UNIT 10� FRAMED WALL - INFILL LEVEL W/LANDINn - ----- R S---' 0- 0 m IIeV Zg6g 3, 5„ HALLB, O AL I ATTIC II 14 X3 DINCCES�J m X 15R 4' 10" GPT 3(o LL ,� 2-3 Ct m 8' 1" GG 1�6 166g BED #3 L L 108X10e SD 2668 -� in N Z CPT O IIeV BATH °' 86X5e U g g _ 2 tz►i 6 TILE �I AA 4 10 1 8" 80CFM � C A4 `n PLATE H '� c') W/ 5 T/S O SD A4 80G M O IIeV RO BEL W �5 24 v RAKE WALL DV 4' 10" 5' 4" CL 7' S 1 /2" 3' 11 1/2" 4' 3 5/8" 4' 5 1/8" 2' 3 1/2" 1 e' 2" N Ln N i N \ N L i 4„ 33' e" ROOF BELOW Am II 30" w C 7 1 1 OHG jap (k REF — L r I-T - I1�� 0 I 100GFM TOVE II L - 36" WALL DINING 1" OH W I I 0 O II Q 13eX10e s A50VEII o WD m KITCHEN o ° I I II m 106X86 11 F� in ; ----- IUD------- 1 I I 1 DIUJ riZV Cl GO SD II -I 11eV BM. ABV. III UNIT 108 LIVING QI 1 N I710X126 0 WD Cal I 0 J CD 14 DEN 4 Ie 8 Xll cn I1 SOFFIT CEILING — N Q WD "TO BOTTOM OF 5EAM6 (L 6 8 ------ ------- BLW j, I II O II N 1 18' 4 1/2" 00 m (y) FURR WALL W 2X4 AS REQ. FOR PLUMBING ' I d S' 1 1/2" DEN 8¢Xl I' e WD J Ul 13 O N F- Q FRAMED W INFILL 261og > m-- IQC F m 1a QO J aDQ cr N 11 Go sD IZ lY 11eV 10� II I IIQ 1 36" WALL I I ILA I A ROOF BELOW A 13, 6" BB UPPER FLOOR PLAN A4 MAIN FLOOR PLAN SCALE: 1 14" = 1 '0'� NOTE: MINIMUM ATTIC ACCESS ROUGH OPENING NOT TO BE LESS THAN 22" X 30" PER R801.1 AND SHOULD BE LOCATED IN A HALLWAY OR READILY ACCESSIBLE AREA. PROVIDE MINIMUM 30" UNOBSTRUCTED HEADROOM AS MEASURED FROM BOTTOM OF CEILING FRAMING. ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (E.G., ATTICS AND CRAWL SPACES) SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. ACCESS SHALL BE PROVIDED TO ALL EQUIPMENT THAT PREVENTS DAMAGING OR COMPRESSING THE INSULATION. A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL INSULATION IS INSTALLED. SCALE: 1 14" = 1 '01I STAIR NOTES V4 7/;,, 711 I I 71 � I I 1. 8' 1 1 /4" q� S' S 1 /4" SOFFIT CEILING TO BOTTOM OF BEAMS BLW II LIVINGI I I I7110X126 WD } UNIT 107 CD Q II I II ( -- --- BM ABV---------- II I 12" OH I I I � KITCHEN 106X86 II w� WD ° 30„ ----- MW STOV� O - V ,, II REF ffi OHC BB A4 1. STAIR CALCULATIONS ARE BASED ON A (S'-5 3/8") FIN. FLR. TO FIN. FLR DIMENSION AND 8'-1 3/8" FIN. FLR. TO FIN. FLR. AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR, AND ADJUSTED ACCORDINGLY. 2. 15T- (15) RISERS (a 1 S/16" FROM FINISHED TREAD TO FINISHED TREAD (14 RUNS (a 11" (12" FIN.). 2ND- (15) RISERS Ca (o 1/5" FROM FINISHED TREAD TO FINISHED TREAD (14 RUNS (a 11" (12" FIN.). 3. USE (3) 2X12 #2 D.F. FOR STRINGERS 4. FIRE BLOCK CONCEALED STRINGER SPACES ca 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 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 1 HR. FIRE RESISTIVE CONSTRUCTION BY MEANS OF 5/8" TYPE-X S.R. WALLS i CEILING, TAPED AND MUDDED. 8. MAINTAIN A MIN. OF 6'-8" HEADROOM CLEARANCE MEASURED VERTICALLY FROM TREAD NOSING TO NEAREST SOFFIT. S. R303.1 STAIRWAY ILLUMINATION. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE LANDINGS AND TREADS AND SHALL RELIEVE POWER FROM THE PRIMARY BUILDING WIRING . FRAMING NOTE m q FLR ABV eC ec 0 N FLR ABV FOR ALL BEAM SIZES LOCATIONS REFER TO STRUCTURAL FRAMING PLANS i ENGINEERING GALLS. DURING FRAMING CONSTRUCTION. NOTE- WATER HEATING SYSTEM, PER WSEC TABLE 406.2, SHALL INCLUDE GAS OR PROPANE WATER HEATER W/ MIN. EF OF 0.52. UNIT 101 SQUARE FOOTAGE: GRIND FLOOR 254.0 SF MAIN FLOOR 18S.8 SF UPPER FLOOR 118.2 SF TOTAL - 1802.0 SF GARAGE 482.2 SF SQUARE FOOTAGE: RE E I V E D GRIND FLOOR 254.0 SF�n t 30 2023 MAIN FLOOR 18S.8 SF' UPPER FLOOR 118.2 � fcl EDMONDS TOTAL- 1840, Sr PMPENTSERVICES EPARTMENT GARAGE 482.2 SF C D E S N w R K S H 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W � �O 0.0 Q� Q J O V/ U� LL z �o w� UW Q m m cU) cU) cUi) w �_ v v m r; rn O O O U) U U U Z 0� 11� Of O W W N W m �5 C_ 0-ztt a- It I-u ¢z az ¢z ow 0w ow wg wg wg >- o >_ o >_ LO o 0� U a� U 0� U PROJECT 13.024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad v 03FA"P-GCHs 7TECF_j? tSTATE Q13A ®F _�o�o�G®� SPRAY FOAM INSULATION W/ 1" VENT VENTED BIRD BLOCKING 12 CONT. ALUM. GUTTER 2X(o FASCIA ------ ► VENTED SOFFIT (SEE DETAILS) Z-FLASHING 2X TOP TRIM ABV. WINDOWS AND DOORS TYP. (a 11. C. W/ H2.5 TIE INSTALLED FOR EACH TRUSS - 1/2" CDX SHEATHING 8D COMMONS (a (o" O.G. PLY. PANEL EDGES 8" O.G. ALL INTERMEDIATE FRAMING MEMBERS, I" NAIL PENETRATION INTO TRUSS MIN. REQUIRED - ICE I WATER SHIELD 30 YR. ARCH. COMP. ROOFING -- R-49 INSUL. 5/8" S/R LID H2.5 TIE TO EVERY OTHER TRUSS RIGID R-16 INSUL. UNLESS SPECIFIES OTHERWISE 1X TRIM WINDOW � TYVEK INSTALLATION TO BE INSTALLED W/ BEST QUALITY (BLUESKIN OR EQUAL) SELF ADHERING, FLEXIBLE FLASHING MEMBRANE PER MANUFACTURES SPECIFICATION 3/4" UDLX TfG 8D COMMONS 0 (o" O.G. PLY PANEL EDGES, 8" O.G. ALL INTERMEDIATE FRAMING MEMBERS, 1" NAIL PENETRATION INTO JOISTS MIN. REQ'D. 1- 3/4" X -1- 1/4" LVL JOISTS L", 4" X 10"HDR. UNLESS � SPECIFIED OTHERWISE 3/4" UDLX TfG 8D COMMONS (a (o" D 2 O.G. PLY PANEL EDGES, 8" O.G. ALL INTERMEDIATE FRAMING MEMBERS, 1" NAIL PENETRATION `n INTO JOISTS MIN. REQ'D. 6' I 1- 3/4" X i- I/4" LVL JOISTS @ r 10 O.C. W/ R-21 BATT INSUL. / OVER GARAGE RIGID R-10 INSUL. OVER GARA OTHERWISE 1X TRIM J Q w W Q UJ H Q <V m TRUSS SECTION SCALE: 1 14'' = 1 -O° 2 TRUSS SECTION SCALE: 1 14'' = I '-011 5/4" TRIM AROUND / I 11 1 1 WINDOWS, DOORS,: I' 10 II' -1 1/4" AND CORNERS, TYP. 1X TRIM 2X(o EXT. WALLS W/ TRUSS SECTION l/1(o" O.S.B. SHEATHING R-21 INSUL. � 1 /2"' S/R � = W 3 11 SCALE: I /4 = I -O NAILED PER Q J (o02.3 IRC 2X(0 P.T. MUD SILL „ PL. W/ 1/2 X 10 A.B. pL (� fl- NO OPENINGS ALLOWED, TYP. TYVEK HOUSE WRAP (a (00" O.G. MAX. - _ iA 4' 0" MIN 4' E W//I(o FIRE TREATED PLWD. W/ 7/16 FIRE Tfi (VAPOR BARRIER) 7"' MIN. EMBED. EXTERIOR SIDING _ HORIZ. #4 REBAR VARIES, 3" MIN. f 12" MAX. SEE ELEVATIONS FROM TOP OF GONG. I 4" TIGHT LINE DRAIN PIPE FILTER F 1 1 /2" WASHED ROCKS W/ 4" PERF. DRAIN PIPE (2) #4 CONT. REBAR 0 El "o FOUNDATION SCHEDULE A-5' E - 24' MIN. F- -1 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/WALL ("i-l") COMMON WALL SCALE: 1 /2" = I '-011 3 STORY WALL W/ GARAGE SECTION SCALE: 1 14'' = I '-011 SECTION SCALE: 1 /4'' = I '-011 0 �.I f-CEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F1 D E S G IN W 0 R K 5 H 0 P 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360)527-2840 WWW.HAVEN-DW.COM © COPYRIGHT 2014 Z W 20 00 d° o Q} � �Q w 0 N z U� Z � J �p m wo UW Q m m CnId 10 W v Q a' _ N M 0 0 0 U U U U z 11� IY 2 W W N W M U) D- D- ztt D- It W¢ z a z ¢ z ow 0w ow wg Wg Wg ?O ?O ?O 0� U a� U 0� U PROJECT 13.024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad FAEP-GNSITTEE"CF-F t8a "'MoIlegg'3,d ATE OIF W�SU�IINIOT®1I A 9 SCALE: N.T.S. 69C� Z TPN,02 z s �1541a: 9myfA W�o U31evai-s!; limy ®�J�131b�1��J�7 g4g� pels5aH ueaS ❑3N33HO Pa1ON sy BIVOS i,d'£"6 31va u01Aelo -s AS Nmvua il�zo ,£ i n3ro21d 0 Q OX o:;� O:;� O:;� Kc En KU) Km m Km mp mp mp cncn cncDn �cDn < qt-U :m-0 -u cn W 7 N IM x 70 Z n n n U) O O O I!, D m co a] ;u D rn0 vm 3 -' z0 � o �0 z D �D z OD AJ 03 00 m z Un KOZ iRD1 1ldOO O W00'M0-N3M/H'MMM MZ-LZ9 (090 8tZ86 `dM `TWGN2133 0`dM2J EIAO2J921301d 06VE 1N3W121Hd30 S301A213S 1N3 W d013A30 SONOWO3 30 ,U10 £ZOZ 0£ 100 a3AI3a3U "NOuon?JISNOO VNIWVZ!� 3DM?ina ,sowO VN1Z!33NIVN3 $ SNt»d vNiwvN:i -wNnlOnNis OI Na=GN SNOLLVd DO-1 t S371S Wb'39 -17V NO=1 J Z 310N )NIWVHA WO?!W VNINVaG VNIZJb'39 0 IH&D13H 71VM W3lS a3SPdzE „tr VNI?!M VNIariIn9 .Lzlvwiz i 3HI WOZ IW Z1SMOcj 3A3103zE 71VHS aN'd 9a'd3?-L aN'd SIDNIaNV-1 3i-fl IDNIamONI 'sNrvis 3HI a-wNIWn�-1I OI 13Nd3W 'd H-LIM C13CI1AOzld 39 -I-JVMG G JlV NIVIS NOINEUX3 CIN'd NOINEUN1 -17d 'NO1.LVNIWn-n1 Jlvm( 41VIG L'S0CN '6 "IIi:iOS IG3N `3N OI UNISON ab`3zll WONWOOZ!!1C1t73H „8- 9 =10 'NIW 'd NIVINIVW 'g 'a3aanW aNv 43c171 'vN1i90 s s-riv l -N-53 X-3dJLl „g/S :10 SN'd3W .LG NOIIOnNISNOO 3AII9I93N SN1=1 *NH 139 -17VHS S.l'dfflzllb'ls NS(3Nn aDvc4s m9b'Sn a3SOION3 .LN'd 'L V =10 3aI9 HO'd3 WON= „Z/l 6 =10 3ON'dlSla V HIGM a,VN 3Hl OINI 1O3roNci -l'dW S-1I'dNaMdH 'q 'Sab'3z -L NIVIS :10 VNISON 3HI aAOG' ' „g£ N VM-L SNOW NO„ tC NVHI SS3-1 ION a30'd-1d 39 71VHS G-11VNaN'dH '-11VNC3Nt7H 3NO IS'd3-j VV EIA'dH -I-j'dl-iS SJl'df NIVIS 'S "NnN NVV-LG VNO-TV SanlS -1-TVM NEGMI39 aN'd WOIl09 $ dol U GS-DVcJS z13VNINIS a3W3ONOO >IDO-I9 3zll=l 't GNasDNINIG NOS ':i'a z# z IXZ (�:) 3Sn "�: '('NIA ,Z1) 11 U SNnN t l) ab'3zll a3HSINl=l OI CIVaNI a3HSIN1=1 WON=1 „g/L 19 e) SZl3SIZI (GI) -CINZ "("NIA „Z1) „11 J SNnN trl) av3N-L a3HSIN1=1 Ol CVNl a3HSINW WONT „9l/6 L a SZE3SIN (Sl) -ISl 'Z '.,IVNICIN000V a3lsnra'd aN'd 'NOIOVNINOO 3HI JL9 C3WIN3A CTIaW 39 71VHS aN V Ol 'N-1:i 'NIA „g/c L-,g aNV NOISN3WIa N-1=1 'NIA Ol 'N-1=1 'N1=1 („g/£ S-,6) V NO a3S'd9 3zlb' SNOuv-ino-ivo zllb'IS 'l 1101 1 — II-t7/ 1 '3-1VOs NV-1d NOLLVONnO-i S3io N a I` -LS Z to cn „q ,0Z „0 „, c „4 ,S 33 F- r ---------------------- -- - - - - -- ----------- ----- - ---I ------------ W I - - - -- - - --T J I A I I Nt7v ES ES i TIdm Wals CaGIVN or I TIS id 9X2 N O m; SONOHO ON] w N �; -_ X I OSxTSS I I I II I I ,I I I I I I I u'. 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T.Irm-� •I I I I I I I I I I I I � I ---I ---+- -k- ----- o'o „91 6 Is1or ROOF FRAMING NOTES 1. GENERAL CONTRACTOR TO INSTALL ALL ADDITIONAL LATERAL DIAGONAL BRACING IN ROOF SYSTEM AS SPECIFIED BY TRUSS MANUFACTURER 2. STRUCTURAL ENGINEER TO ANALYZE EFFECT OF LATERAL TRUSS BRACING ON ENTIRE STRUCTURE AS BRACING IS SPECIFIED BY TRUSS MANUFACTURER 3. ALL PERIMETER AND BEARING WALL HEADERS TO BE 4XI0 #2 D. FIR UNLESS NOTED OTHERWISE 4. TRUSSES TO BE ENG. f CHECKED BY TRUSS MFG. f GENERAL CONTRACTOR BEFORE INSTALLATION 5. PLACING OF GIRDER TRUSSES BY MANUFACTURER (IF USED) ro. ALL OVERHANGS TO BE AS NOTED PER PLANS. 1. 2Xro OVER FRAMING ON TOP OF ENG. TRUSSES. 8. ROOF VENTILATION WITH RIDGE VENT AND VENTED SOFFIT PER 1203.2 I.B.C. 9. SIMPSON U-BRACKETS USED TO HANG ALL TRUSSES TO GIRDER TRUSSES, BEAMS AND/OR LEDGER BOARDS. l0. ROOF PITCHES TO BE AS NOTED ON ELEVATIONS II. ALL TRUSS BRACING PER WTMA GUIDELINES. 12. IF TRUSS MFG. RECOGNIZES OR IDENTIFIES A PLATE HEIGHT REVISION OR DISCREPANCY ON PLANS, PLEASE NOTIFY FRAMER OR HAVEN DESIGN WORKSHOP WITH CHANGE(S). SOFFIT SLOPED CEILING TO FOLLOW SLOPE OF BOTTOM CHORD 4"-10 1 /6" PLATE HGT -- - \ RAKE WALL 2X10 Ca 24 O.G. @ SLOPED CLG, TYP, _ HANG FROM G.T. (o"3" PLATE HGT — SOFFIT SLOPED CEILING TO FOLLOW SLOPE OF - BOTTOM CHORD AA A4 4"-10 1 /8" PLATE HGT YE gg S3 A4 MONO TRUSS (a 24' O.G. I � III III III IlY � �1 �' NEED - �•I 40 GIRDER TRUSS TRUS p�C� 31 A4 --- ---- SEE---------- GIRDER TRUSS 8"-1 1 /8" PLATE HGT SEE DWG 2/A4 ! I BB A4 HU7 (TYP) 1-3/4" X 1- 1/4" LVL JOIST 0 1ro" O.G. q_ 3" 10 3/4" I— I I I I I I I I I I I I I Ij II II IIIIIIIII!= —�J I I I I I I I I I I I I I! N;CD 8" CANTILEVER I m= I • 14x6 dOST I� - - - . I SEARING I I I I I I I I I M l j w J U — = o ; I 9 ROM I ABODE I I I I I Y/Tx5 I6JLB ,'-XQ T L JOIST. .I�. I.� -+ X x� _—_------_—_-- UNIT 105 TI TI TI LS1.8jTI Tl TI Q 1--�� 0 - I I k�� I I I I I!= 0{ t 4- — - O — - — - - — - I I I STD )�/ I I I I I!cCD i A X ! O CD NO I JOFFAGEI ING IBEA131NG I I TO 50TTOttl OF IBEA I! _ H S5.25/1 I ��LW 5 1"x1�" G HGUS525 17 INSTALL APPD _X (2) I °, , 2XIO (a 24" O.G. 0 SLOPED CLG, TYP, BLKG @CANT HANG FROM G.T. GIRDER TRUSS (� 8"-1 1 /8" PLATE HGT SEE DWG 2/A4 O G I GIRDER TRUSS A4 A4 =-------- -rRU55 ��31 A4 - — - — - '- 5EE ° Z —I.II n — IIIIII in w- w y O I MONO TRUSS (a 24" O.G. I BB 0 6"-3" PLATE HEIGHT A4 BEARING BEARING FROM ABV. ROOF FRAMING PLAN SCALE: 1 /4" = 1 '0'� tam INSTALL APPD _ - BLKG @CANT BL G (� (�) �' HGUS5 2 0 B P ROM I LIJ LIJ LIJ LIJ X1?--------BO - I I___51 7S,FFII�CEILINHGUS5 5 1I INO I I I BOTTOM O S; ; Ln BEA ING I I LW JL x , I � J T �_____ � lj I I I 1 UNIT 101 GUS .88� I� I — DBL JOIST 6`, 1111 mill ' I PST I I I I I 61 3/41x15 GLB I I I!c O - m0 _ _ ; 41x6 L�{ HEARING I I I I I I �I� 2 ROM IABO JE I I I I D c� I I II I I I I I I I I I I I 1 II -- 6 I J 1 ; k 8" CANTILEVER I;L _ __� m II IIIIIIIII�II;= � I I I I I I I I I I I I I I I• 1-3/4" X 1- 1/4" LVL 3' 10 3/4" JOIST 0 No" O.G. q_ BB 0 6"-3" PLATE HEIGHT A4 BEARING BEARING FROM ABV. UPPER FLOOR FRAMING PLAN = 2Xro OVERFRAMING SCALE: 1 14" = I IOI NOTE: SISTER MULTIPLE 1 3 4 X 5 1 2 BEAMS W (2) 10D (0.128"><3") NAILS (a 12" O.G. STAIR NOTES 1. STAIR CALCULATIONS ARE BASED ON A &-II 3/8") FIN. FLR. TO FIN. FLR DIMENSION AND (9" 1 3/5") AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR, AND ADJUSTED ACCORDINGLY. 2. IST - (15) RISERS (a 1 3/Iro" FROM FINISHED TREAD TO FINISHED TREAD (14 RUNS (a 11" (12" FIN.). 2ND - 0ro) RISERS (a 1 3/1ro" FROM FINISHED TREAD TO FINISHED TREAD (14 RUNS (a 11" (12" FIN.). 3. USE (3) 2XI2 #2 D.F. FOR STRINGERS 4. FIRE BLOCK CONGEALED STRINGER SPACES (a TOP f BOTTOM AND BETWEEN WALL STUDS ALONG STAIR RUN. 5. STAIRWAYS SHALL HAVE AT LEAST ONE HANDRAIL. HANDRAILS SHALL BE PLACED NOT LESS THAN 34"OR MORE THAN 38" ABOVE THE NOSING OF STAIR TREADS. ro. HANDRAILS MAY PROJECT INTO THE REQ"D WIDTH A DISTANCE OF 3 1/2" FROM EACH SIDE OF A STAIRWAY. 1. ANY ENCLOSED USABLE SPACE UNDER STAIRWAYS SHALL BE I HR. FIRE RESISTIVE CONSTRUCTION BY MEANS OF 5/8" TYPE-X S.R. WALLS � CEILING, TAPED AND MUDDED. 8. MAINTAIN A MIN. OF ro"-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 '� LOCATIONS REFER TO STRUCTURAL FRAMING PLANS � ENGINEERING CALCS. DURING FRAMING CONSTRUCTION. RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ■ ■ 3410 ALDERGROVE ROAD FERNDALE, WA 98248 (360) 527-2840 WWW.HAVEN-DW.COM @ COPYRIGHT 2014 Z W 00 �O � r*N z ao J Q} a � �Q Z 00 Q LL V �0LL z °o wo UW Q m m d coUCn Q � N 0 co I` m 0 0 0 U U U U Z W 10� 0 w W N LLI CI) Cl) a a-Z11:11z a-zl* � Qz Qz Qz ow 0w ow >o >o >o of U Of U of U PROJECT 13.024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad "APERSTOTE&F- ke' M' HegsladE OIF WbASDiIV�'TON 2 -13 5/5" TYPE 'X GWB EA. SIDE, TYP. 2Xro INT. WALLS W/ R-21 INSUL. VERT. #4 REBAR Ca18"O.G. HORIZ. #4 REBAR ca 3" MIN. AND 12" MAX. FROM TOP 4" REINFORCED GONG. SLAB MIL. VISQUEEN, 2"" RIGID INSUL. � 4" GRAVEL COMP. SOIL 2Xro P.T. MUD SILL PL. W/ 1/2"X10" A.B. P roe" O.G. MAX. I" MIN. EMBED 4" REINFORCED GONG. SLAB X_', 4" GRAVEL COMP. SOIL 5' I& :pjlp_ - BTM. OF FOOTING MIN. 18" BLW. GRADE (2) #4 CONT. REBAR I NTERIOR FOOTING SCALE: N.T.S. 2Xro EXT. WALLS - VERT. #4 REBAR @ 18" O.G. HORIZ. #4 REBAR (a 3" MIN. AND 12" MAX. FROM TOP 4" REINFORCED / GONG. SLAB 6 MIL. VISQUEEN, 2" RIGID INSUL. 4"' GRAVEL p�lil,, COMP. SOIL j - I i 5e'.6""fig eA , AS �IVD�GATE 5 � PANS ON < BTM. OF FOOTING MIN. IS" BLW. GRADE 2Xro EXT. WALLS - �I VERT. #4 REBAR HORIZ. #4 REBAR Ca 3" MIN. AND 12 MAX. FROM t0P \ 4" REINFORCED ---------------- \ GONG. SLAB SLOPE UP T B 4" GRAVEL-------- ---► COMP. SOIL ---- 81„ BTM. OF FOOTING MIN. 18" BLW. GRADE 2XI e GDR. BELLY BAND W/ PAINTED Z-FLASHING ABV. (OPT.) 2Xro P.T. MUD SILL PL. II_� - --- --- - W/ 1 /2""Xl e" A.B. (a (oe" G�PpROk O.G. MAX. l MIN. EMBED �/N GLAD --- ------ - _--- ro OR 8" STEM WALL, AS INDICATED ON PLANS 3 - 4 TIGHT LINE ---- _ DRAIN PIPE ------ FILTER FABRIC ---_GRAVEL FILL W/ 4" / -- PERF. DRAIN PIPE / (2) #4 CONT. REBAR G SLAB ON GRADE FOOTING SCALE: N.T.S. I I � 2, (0„ k k 3, 0„ k , M m m 611 H 5" 0" nn 01 A A' B C D 2640 SH. TEMP. 2640 SH. TEMP. 3036 HV. 5050 HV 2040 SH. r, 0„ 2, ro t2' ro„ m - ❑ m� II I - 2XI e GDR. BELLY BAND W/ PAINTED Z-FLASHING ABV. (OPT.) 2X(o P.T. MUD SILL PL. \I -- - - - W/ 1/2"X10" A.B. Ca 80" •I _ O.G. MAX. ; I" MIN. EMBED PPROX FIN. GRA --- - -- ro"" OR 8" STEM WALL, ---- ----- ---- - AS INDICATED ON PLANS I 3 I 4" TIGHT LINE I DRAIN PIPE I�--------- -- - -------FILTER FABRIC - --- GRAVEL FILL W/ 4 l� ))�•------- PERF. DRAIN PIPE S INU�G 41- 5 PANS ON 1(2) #4 CONT. REBAR GARAGE FOOTING SCALE: N.T.S. 2Xro P.T. MUD SILL PL. W/ 1/2" X le" A.B. (a roe" O.G. MAX., MIN. I" EMBED VERT. #4 REBAR (a18"0.C.� HORIZ. #4 REBAR Ca 3" MIN. AND 12" MAX. FROM TOP 4 REINFORCED ro MIL. VISQUEEN,_t__ 2" RIGID INSUL. . 4" GRAVEL COMP. SOIL BTM. OF FOOTING ----------- -- MIN. 18" BLW. GRADE INDICATED ON PATIO (2) #4 CONT. REBAR BSCALE: N.T.S. 2XoEXT. WALL W/ R-21 INSUL. 1 /2" S/R SIDING VARIES, SEE ELEVS. 2ro GA. GALV. FLASHING EXTEND INTO GONG. #4 REBAR 4" GONG. SLAB / @ 3e" O.G. (REINFORCED) FILTER FABRIC GRAVEL FILL W/ 4 PERF. DRAIN PIPE 4'" TIGHTLINE DRAIN PIPE CA FILE NO. WP 3820 GENERIC 2 HOUR 55 t0 59 STC }'=xceptiolls: u FIRE SOUND 1. Membrane penetrations of maximum 2-hour fire - GYPSUM WALLBOARD, WOOD STUDS resistance -rated walls and partitions by steel elec- trical boxes that do not exceed 16 square inches Base layer �`a" type X gypsum wallboard or gypsum veneer base applied at right angles to (0.0103 m2) in area provided the aggregate area each side of double row of 2 4 wood studs 16" o.c. on separate plates 1" apart with 6d coated trails, 17/5" long, 0.085" shank, Y/a" heads, 24" o_c_ Face lager 51a" type gypsum wallboard or gypsum veneer base applied at right angles to each side with 8d coated mails, 2a/a" long, 0.100" shank, 1j4" heads, 8" a_c_ _ - - Joints staggered 16" each layer and side. Sound tested with 31/2" glass fiber insulation sta a one sl e h nails for �� "' o_c_ r orizontal bracing required at mid -height- (LOAD-BEt ) 1 4 N UNIT T PENETRATIONS: THROUGH PENETRATIONS OF FIRE- RESISTANCE- RATED WALL OR FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R302,4.1.2. WHERE THE PENETRATING ITEMS ARE STEEL, FEROUS OR COPPER PIPES, H TUBES, OR CONDUITS, THE ANNULAR SPACE SHALL BE PROTECTED WITH A MATERIAL TO PREVENT THE PASSAGE OF FLAME AND HOT GASES SUFFICIENT TO IGNITE COTTON WASTE WHERE SUBJECTED TO ASTM E 119 OR UL 2ra3 TIME TEMPERATURE FIRE CONDITIONS UNDER Thi kness, 1 D314" A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER (3 PA) AT THE A x Weight: 13 psf LOCATION OF THE PENETRATION FOR THE TIME PERIOD EQUIVALENT TO THE FIRE - RESISTANCE RATING OF THE CONSTRUCTION PENETRATED. ire St= See WP 4135 PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP (FM WP 360 9- 7-74): SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 514 OR UL 14"19 WITH A U L R4024 10-31-68 MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH OF WATER (3 PA) AND SHALL HAVE A F RATING NOT LESS THAN THE REQUIRED FIRE -RESISTANCE RATING OF THE WALL Sound st: N C 3056, 4-7-70 OR FLOOR/CELING ASSEMBLY PENETRATED. IF _— — • �• • • • * IR Z ' Ln Q Ln m ,n m cq N N N M N O P Q 6e50 HV. 6040 HV. 2640 FX 264e GAS 164e XOX 1)WI N DOW TYPES AND SCHEDULE WR 3820 SCALE: N.T.S. 2, (o„ 2, (0 k 3, 0„ k 111 ro to E F G 2650 SH. 2650 FX. 305e 1, (10„ 4, 0„ N R 4e4e HV I' ro" 2' 0 5' 0 � � m C of the openings through the membrane does not exceed 100 square inches (0.0645 m2) in any 100 square feet (9.29 m)2 of wall area. The annular space between the wall membrane and the box shall not exceed '/, inch (3.1 mm). Such boxes on opposite sides of the wall shall be separated by one of the following:. 1.1. By a horizontal distance of not less than 24 inches (b 10 mm) where the wall or partition is constructed with individual noncommunicating stud cavities; 1.2. By a horizontal distance of not less than the depth of the wall cavity when the wall cavity is filled with cellulose loose -fill, rockwool or slag mineral wool insulation; 1.3. By solid fire blocking in accordance with Section R302.11; 1.4. By protecting both boxes with listed putty pads; or 1.5. By other listed materials and methods. 2. Membrane penetrations by listed electrical boxes of any materials provided the boxes have been tested for use in fire -resistance -rated assemblies and are installed in accordance with the instruc- tions included in the listing. The annular space between the wall membrane and the box shall not exceed'/8 inch (3.1 ) unless listed otherwise. Such boxes on opposite sides of the wall shall be separated by one of the following: 2.1. By the horizontal distance specified in the listing of the electrical boxes; 2.2. By solid fireblocking in accordance with Section R302.11; 2.3. By protecting both boxes with listed putty pads; or 2A. By other listed materials and methods. The annular space created by the penetration of a fire sprinkler provided it is covered by a metal escutcheon late. L3. .I' o" T 4' 11" t H I J K L 1616 FX 2e2e 5040 HV. 1640 XOX 402(o HV AWN. OBSC. I" 2" �" 2e2e AWN. m m in iA 2 0" N m 01 0) S T U V 265e SH 765e 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 E (U, 4" CONC ro" OR 8" STEM WALL, AS INDICATED ON PLANS JJEEN FRAMING, _ PL. > 60" N. EMBED :. A WALL G.L. (2) HORIZ. #4 REBAR MIN 3" MAX 12" FROM TOP HORIZ. #4 REBAR Ca 18"' O.C. (2) #4 CONT. REBAR FN D N ./FLOOR (db` PARTY WALL SCALE: N.T.S. 1 2X6 WD FASCIA W/ CONT. ALUM. GUTTERS FLASHING (1) SDS 1 /4"x6" SIMPSON SCREW EA TRUSS \ FLASHING 12 4 HANGER PER TRUSS MANUF EYEBROW ROOF SCALE: N.T.S. FLASHING BLOCKING TRUSS, 24." O.G., SEE PLAN R-21 INSULATION WHERE APPLICABLE 1 /2" �. VENTED SOFFIT 2Xro EXT. WALL, R-21 INSUL. WINDOW SCHEDULE BLDG. l elll e8 MARK TYPE LOCATION HEADER HGT. UNIT SIZE OPENER MULL 1 A 10-I STAIR 1' ABV. LANDING 2640 TEMP. SH 2 A 108 STAIR I' ABV. LANDING 2640 TEMP. SH U 1 e8 <ITCHEN ro,- 9 5/8', 2e3e 5H. 4 U l e5 KITCHEN (0"- 9 5/8" 203e SH. 5 G 105 LIVING ro'- 3 Wa,j 5e5e HV ro G 108 LIVING ro"- 9 5/8" 5050 HV 1 C 101 LIVING ro'- 9 5/8" 5050 HV 8 C 101 LIVING ro'- 9 5/8" 505e HV 9 U l e`i <ITCHEN ro'- 9 5/8" 2e3e SH. l e`i <ITCHEN ( - 9 5/8 ` 0 0 11 M 101 DINING ro"- J 5/8" 805e HV 12 A 101 STAIR I' ABV. LANDING 2640 TEMP. SH 13 N 107 DEN ro'- 9 5/8" roe4e HV 14 N 105 DEN ro'- 9 5/8"" roe4e HV 15 A 105 STAIR I' ABV. LANDING 2640 TEMP. SH I ro M l e5 DINING ro'- 9 5/8" roe5e HV 11 V le& BED 3 6'- 9 5/8'" 4e2e HV 15 P l e& BED 3 ro'- -3 5/8" 265e GAS 19 G 108 BED 2 ro'- 9 5/8"" 5e50 HV 2e O 105 BED 2 ro"- 9 5/8 2640 FX 21 O 101 BED 2 ro"- 9 5/8" 264e FX 22 C lei BED 2 ro'- 9 5/8" 5e5e HV 23 P 101 BED 3 ro'- 9 5/8" 265e GAS 24 V 101 BED 3 ro"- 9 5/8 4e2e HV 25 1 l el BATH ro,- 9 5/8 2020 AWN. OBS 2ro A 101 STAIR 1' ABV. LANDING 264e TEMP. SH 21 Q I el M. BED 6'- 9 5/8'" 164e XOX 28 Q l e& M. BED ro'- -3 5/8" 164e XOX 29 A Ie8 STAIR 1' ABV. LANDING 264e TEMP. 5H 30 I 1 e5 BATH (0"- 9 we" 12020 JAWN. OBSC RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L-1 D E S G N W 0 R K 5 H 0 P 3d40 VFDEBeBOnE BOVD lzEBWDVFE' MV a9518 (300) 05_�-58t0 MMM'H` AEVl-DM'COW © COPYRIGHT 2014 Z W 2:O 00 a0 Q>_ �Q U� z �o w� UW Q m m cU) W CIO Uu �_ :12� o Q :!zt N M w Uu Uu 0 0 0 Z a� Of 0 W W N W M U) D_ - :M 0_ lt w ¢z az ¢z oUu 0W 0Lu wg wg wg ?LO O O ??O 0� U a� U 0� U PROJECT 13.024 DRAWN BY S. Clayton DATE 9.3.14 SCALE As Noted CHECKED Sean Hegstad FA"P_GCHs 7TECF-IF te�fl� �o �Q�Jg13A SCALE: N.T.S. - -j q MST FROM ABOVE I HDU I DBL, I MST FROM ABOVE -------------- -------------- Ca MST FROM ABOVE MST FROM ABOVE 5'-2" SWS ENTRY REC ROOM rHDU5 WI DBL STUD s WS — — — — — — — — — — — — — — -------------- SWS HDU5 WI DBL STUD 11'-61 REC ROOM I �I ------------- f MST FROM ABOVE L- ------------- ENTRY MST FROM s •r s ABOVE 5$` 1 21' -5' 5 WS HDQ8 WI 6x6 #2 DF END CHORDS & 3x6 PT SILL UNIT 108 2 CAR GARAGE 20'-0' ;OM M u? MST FROM ABOVE MST60 FROM ABOVE HDU4 W/4x6 #2 DF END CHORDS & 3x6 PT SILL SWS — — — — — — — — — — — — — — — — — — — — — — — — — ------- - - - - - - - - - - - - - - SWSI y HDU4 W14x6 #2 DF END CHORDS & 3x6 PT SILL I . MST FROM ABOVE 20'-0' urrir 107 2 CAR GARAGE � HDQ8 WI 6x6 #2 DF END CHORDS & 3x6 PT SILL 21'-5N GROUND FLOOR SHEAR WALL PLAN SCALE: U4'-1'-0' MST FROM ABOVE M I� I� M SHEAR WALL SCHEDULE WALL EDGE HOLD ANCHOR END ABUTTING SILL BASE PL SILL PL DESC. PANELS NAIL DOWNS BOLTS CHORD PANELS 7 PL s CONN. CONN. Q SWS 7116" OSB ONE SIDE 8d @ 6" NONE NONE 2x6 2x6 2x6 (3) 16d @ 16" o.c. 112" DIA. @ 60" o.c. SW01 7/16' OSB ONE SIDE 8d @ 4" SEE PLAN SEE PLAN DBL 2x6 DF 3x6 2x6 (3) 16d @ 12" o.c. 518" DIA. @ 16" o.c. SW02 7/16' OSB ONE SIDE 8d @ 3" SEE PLAN SEE PLAN DBL 2x6 DF 3x6 2x6 (3) 16d @ 8" o.c. 518" DIA. @ 12" o.c. SW03 7/16m OSB ONE SIDE 8d @ 2" SEE PLAN SEE PLAN 4x6 #2 ❑F 3x6 3x6 (3) 16d @ 6" o.c. 518" DIA. @ 16" o.c. MW No. 13397 NOTES: 1. ALL E)CTERIOR WALLS SHALL HAVE J2 DIA. ANCHOR BOLTS SPACED AT 6-0 2. ALL TRUSSES AND RAFTERS SHALL BE INSTALLED WITH SIMPSON H2.5A HURRICANE TIES. 3. ALL INTERMEDIATE FRAMING MEMBERS SHALL RECEIVE 8d NAILS @ 12" o.c. 4. ALL PANEL EDGES SHALL BE BLOCKED. 5. ALL HOLD DOWNS SHALL CONFORM TO SIMPSON STRONG -TIE. 6. ALTERNATE PANEL JOINTS WHEN PANELS ARE APPLIED TO BOTH SIDES OF THE WALL. 7. DBL 2X6 STUDS MAY BE USED IN LIEU OF 3x NOM STUDS FOR ABUTTING PANELS PROVIDING STUDS ARE NAILED Wl (2) 16d NAILS @ 6" ox. S. ALL SILL PLATES SHALL BE INSTALLED USING 3 GA. 3ax3" WASHERS. 9. SHEAR WALL FRAMING SHALL BE CONSTRUCTED USING DF STUDS. 10. MULTIPLE STUD END CHORDS SHALL BE NAILED WI (2)16d NAILS @ 8" O.C. 11. ALL NAILING TO PRESSURE TREATED LUMBER SHALL BE DONE USING HOT DIP GALVANIZED NAILS. 1:3►100,061 t167 ABUTT NG PANEL PLATE WASHER ANCHOR BOLT ANCHOR BOLT SHEAR WALL LEGEND SCALE: NONE DBL TOP PL INTERMEDIATE NAILING (SEE NOTE 3) INSTALL 2x FIAT BLOCKING @ ALL PANEL EDGES HOLD-DOWN EDGE NAILING P.T. SILL PL (BLOCK OUT CONCRETE AS REQUIRED FOR 3x6 SILL) RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT s n � q6) kn M ,Pbb" I M 0 yyPO� � o M y� A A N Z .a 20 r.4 u 000 Q00 a 000 Cn oCz UzW� � 0 °o W � ►�' p 'a V W o Y M N W O s. P. o 4L023-1369 -0 CO bmb' to NnTF 1. SEE DWG S5 FOR SHEAR WALL SCHEDULE. 151-11 151-7 N e 1-71 sws --- sws--- s1-r UPPER FLOOR SHEAR WALL PLAN SCALE: V4'4'-O' sws sws J "4 zo in 1V1I Sws sws MAIN FLOOR SHEAR WALL PLAN SCALE 1/4'4'-0' MST60 WI 4x6 #2 DF END CHORD - MST60 WI 4x6 #2 DF END CHORD OUTLINE OF FLOOR ABOVE MST60 WI 4x6 #2 DF END CHORD MST60 WI 4x6 #2 DF END CHORD MST60 WI 4x6 #2 DF END CHORD MST60 WI 4x6 #2 DF END CHORD RECEIVED Oct 30 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT s n � I M � o M y� A A VLI 1 z w 00 a �0 0� QO � Q ■ Q VJ 000 Pi o a� 0 � w o zw� 0 w UW Q � QmU D o L �023-1369 z bm to