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APPROVED PLN FIR BLD-BLD2021-0644+Architectural_Plan+5.10.2021_10.38.42_AM+2187322Fr WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, GONDITION5, ETC. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATION5 FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWIN65. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. l I . ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE: TREATED, PAINTED OR CEDAR. Z. CAULK AND SEAL ALL NINDOI^VDOOR AND EXTERIOR ENVELOPE PENETRATI ON5. 5. GLAZING PER STATE ENERGY GORE. 4. SEPERATE PERMITS ARE REOU I RED FOR FENCES, PLUMBING, MECHANICAL, AND ELECTRIGAL. 5. PROTECTION FROM DECAY IS RE0U I RED FOR ALL WOOD SIDING AND NALL FRAM I N6 LESS THAN Z" ABOVE CONCRETE STEP5, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE NEATHER 6. REFER TO ALL ELEVATIONS FOR TYP I GAL NOTES. 1. S.G. = SAFETY GLASS i=LA5 H 1 NG NOTE APPROVED CORROSION —RESISTANT FLASH I NCB SHALL BE APPLIED SH I NC�LE FASHION IN SUCH A MANNER TO PREVENT ENTRY OF HATER INTO THE NALL CAVITY OR PENETRATION OF HATER INTO THE BU I LD I NCB STRUCTURAL FRAM I NCB COMPONENTS THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR NALL FINISH. APPROVED CORROSION RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. EXTERIOR NINDON AND DOOR OPENINGS. FLASHING AT EXTERIOR NINDON AND DOOR OPEN I NC�S SHALL EXTEND TO THE SURFACE OF THE EXTERIOR NALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRA I NACRE Z. AT THE INTERSECTION OF GH I MNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO NALLS 5. UNDER AND AT THE ENDS OF MASONRY, NOOLD, OR METAL COPINGS AND SILLS 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A NALL OR FLOOR ASSEMBLY OF NOOD FRAME CONSTRUCTION 6. AT WALL AND ROOF INTERSECTIONS -7. AT EsU I LT IN GUTTERS ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTING BACIGC�ROUND PER I RC 51 q.1 50L)A ;P,E �OOTACGE:S MAIN 1514 UPPFER 1-71 5 TOTAL 5021:71f C�Af;P,AC�E 615 G0VEF1:'ED 140 FAT 10 GOVERED 52 FOFP1GH TOTAL LOT G0VEF --,AOE APPROVED BY PLANNING Jul 12 2021 APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work ; NEW SFR Address Owner Approved Date Building Official Permit Number 1008 WALNUT SELECT HOMES 07i08i202 i %" �'/� ,6/0o, WA BLD2021-0644 2x10 BARGE BOARD - N/ Ix3 TRIM COMP. ROOF OVER 15# FELT M� FM FM _� M� OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES 7IE%�C•7 2x8 TRIM MAXIMUM BUILDING HEIGHT ® 551.81' BUILDING HE16HT ® 351.25' UPPER TOP f ILI dJ SEE GENERAL NOTES SCALE: 1/4" = 1'-0" iZ��R EFELEFEVA%7ION SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 12" HORZ. SIDING 12 TYP. WHERE SHOWN g LINE OF INT. VAULT UPPER SUB FLR. L L L L MAIN TOP IE BRICK VENEER INSTALL PER MF6. 5PEG5 12" VERTIGAL SIDING TYP. WHERE 5HONN — 5/4x4 GORNER BOARDS p I O m MAIN 5U5 FLR. �+ 327.00' UPPER TOP f, s UPPER 5U5 FLR. MAIN TOP IE MAIN s CGINAL GRADE ® 326.81 �71 REG I5TERED ARCHITECT MIGI-+ EL YNE JOI-FNSON STATE OF WASHINGTON r ^ VTJ 00 N O0 11� M O G1 U W Q Q zU 00 rn 0 0 0 ^�z W r m E �r� 0 0 <o�� _ -C N ^U _W Z t VJ � ADDRESS: 1008 WALNU N O \ z O z z �0p�k �I-q--IN 0 L 1008 data: 4-Iq-20 permit: revisions: drawn by : L_MD GheGiGed by : MWJ f:—:= f _'_=T I o� Aep BLD2021-0644 RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Fr WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATION5 FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. l NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR CEDAR. 2. CAULK AND SEAL ALL W I NDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. S. GLAZING PER STATE ENERGY GODS. 4. SEPERATE PERMITS ARE REGW I RED FOR FENCES, PLUMBING, MECHAN I GAL, AND ELECTRICAL. S. PROTECTION FROM DEGA-r IS REOU I RED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN Z" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 6. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. -7. S.G. = SAFETY GLASS R I C-;7�4T r=L�\/�T 1 Oil SEE GENERAL NOTES SCALE: 1/4" = I'-O" IL�r-T �IL�\/AT 1 Oil SEE GENERAL NOTES SCALE: 1/4" = 1'-0" UPPER TOP T- UPPER SUB FLR. MAIN TOP fE MAIN SUB FLR. UPPER TOP ft UPPER SUB FLR. MAIN TOP i MAIN SUB FLR. �71 REG I5TERED ARCH I TEGT MIGI-+ EL�YNr=7-Jl0:>..S,00Nl' STATE OF WAS++INGTON L` 00 W N N T M O U W Qu Ql ll U W � z W cry Q oc oc M O O 00 WO m E 0 o >�� T s<� N Z t VJ � J ADDRESS: 1008 WALN U K N � VI V� z z K �-q--�I �p� v fit L date : 4-ICI-20 it: revisions: drawn by: LMD GheGiGed by: MJNJ !E�+--ff:—:= f -'—=T AaO� BLD2021-0644 RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Fr WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATION5 FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. l SHEAR, NOTE: I. SX MATERIAL (--AN BE USED FOR ALL MUDSILLS 2. SET A DOUBLE 2X STUD BEHIND E\/EiZY STHD14 HOLDOWN CALLED OUT ON THE FOUNDATION PLAN. SET HOLDOWN 1/2" MINIMUM AWAY FROM WALL CORNERS, WINDOW AND DOOR HEADERS. IT IS IMPORTANT THAT THE FOUNDATION CONTRACTOR HAS THE MAIN FLOOR PLAN SHEET TO PROPERLY LAYOUT HOLDOWNS. S. A M5T48 STRAP WITH (2) 1/2" BOLTS INTO THE FOUNDATION IS A PROPER FIX FOR A MISPLACED STHD 14 HOLDOWN. NOTES: ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR CEDAR. PROVIDE CRAWL DRAIN a LOW POINT IN GRAWLSPAGE. SOLID BLOr—<I NG UNDER ALL BEARING WALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS. BEARING WALL ABOVE FOUNOIATION VENT CALCULATION KITCHEN/ DINING/ LIVING AREA I S 14 SQUARE FEET = 500 8 VENTS REOU I RED *** SHEAR NOTE: 4.58 .5-7 SEE SHEET L I FOR SHEAR NALL LOCATIONS, SHEAR NALL NAIL I NO SCHEDULE, ff DETA I LS. HOLDDOWN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP THICKNESS/SPECIES REOU I RED T-1 STHD 14/14 RJ 24-1 &d SINKERS (2) 2X4/2X& STUDS HF/SPF T-2 MST48 (S4)-16d (2) 2X4/2X& STUDS HF/SPF T-S MST 4SG (26)-IOd (2) 2X4/2X( STUDS HF/SPF 2 2X42X& STUDS T-4 MSTG48B5 (S8)- I Od HF/SPF T-S HDiB (�)_ S/4 3-1/2" MIN. SSTB28 (W7 5'9 DF/SP MIN. 24-718>" EMBEDMENT lOUN,=:,AT 1 ON f=1_�N SEE GENERAL NOTES SCALE: 1/4" = I'-O" �71 REG I5TERED ARCH I TEGT MIGI-+ EL�YNr=7—Jl0:>..S,00Nl' STATE OF WAS++INGTON L` VTJ 00 °O I� N I�••1 7 c o U W Qu Ql ll U W � z W cry oc oc M O O 00 WO r m E 0 0 >r� T c- N U m�0u� z ADDRESS: 1008 WALN U K N V� Z Z 0— K tu fit L date : 4-ICI-20 it: revisions: drawn by: LMD GheGiGed by: MJNJ Aa AaO� BLD2021-0644 RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F ENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVERSGALED DIMENSIONS. R SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK CEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE AND/OR CONDITIONS SHOWN ON THESE DRAWIN65. ANY SUCH VARIATION SHALL BE Y THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL L RESPONSIBILITY FOR THE GOST TO REGTIFY SAME. NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® le," O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE - INSULATED WITH R-10 INSULATION PER W5EG FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72'' ABO\/E THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE GLEAR OPENING SHALL BE 24" MINIMUM ABO\/E THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTEGTION DEVICES ARE PRO\/IDED PER ASTM F 20ciO OR R6 12.5 SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HA\/E FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +-I2" FROM DRAIN. GLAZING, INGLUDING - WINDOWS WITHIN 60" FROM EDGE OF SHOWER SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN 5OGFM MAY BE CONNEGTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM 51ZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' GOMBUSTI ON AIR REOU I RED FOR ALL FUEL BURNING APPLIANCES HEATING NOTES: + INSTALL PER ASHRAE aOA-88 + 18" PLATFORM OF 2 LAYERS 3/4" PLYWOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +18" MINIMUM ABO\/E SLAB. F I REPLACE NOTE: '0' CLEARANCE F I REPLACE W/ D I RECT \/ENT FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED 5/0" TYPE "X" GWB TO ROOF SHEATHING FIREPLACES a STO\/ES MUST BE D.O.E. APPRO\/ED a BE TESTED, GERTI F I ED ff LABELED AS SU I TABLE FOR USE DURING A FIRST STAGE BURN BAN. * SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, 4 DETAILS. LEGEND: BEARING WALL — — — — — — BEARING ABO\/E FLOOR LINE ABO\/E PT. L.D. POINT LOAD ABO\/E ABA/. t MULTIPLE 2x STUDS a POINT LOAD O SMOKE DETECTOR 110\/ INTERGONNEGTED W/ BATTERY BACK-UP. PER RC 314 OCARBON MONOXIDE DETECTOR PER IRG 315 GARAGE NOTES: I. GARAGE/LI\/ING SEPARATION, USE 5/8" TYPE 'X' GWB AT GE I L I NG/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND GEILING. 5. DOOR BETWEEN GARAGE AND RESIDENGE SHALL BE 1-3/8" MINIMUM THICK SOLID WOOD OR STEEL WITH SOLID OR HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF GLOSING DE�/IGE. 4. DUGTS IN GARAGE AND DUGTS PENETRATING THE WALLS OR GEILINGS SEPARATING THE RESIDENGE FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HA\/E NO OPENINGS INTO THE GARAGE HOLDDOWN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANC,HOR STRAP TH I C,KNESS/SPEC, I ES REOU I RED T- I STHD 14/14 RJ 24-1 &d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-S MSTASG (26)-IOd (2) 2X4/2X( STUDS HF/SPF 2 2X4 2X& STUDS T-4 MSTG48B5 (58)- I Od HF/SPF T-S HD7B (�)_ S/4 3-1/2" MIN. SSTB28 (-7/8") DF/sP MIN. 24-7/8" EMBEDMENT 0 I I. m 1 �0 I • m 4'-0" 2" O Q IL Q ZD. � GYRPATIO GONG. Q J N O ZERO GLEARANGE DIREGT VENT I'-10.. j6A5FIREPLACE 0 2'-6" 5'-0" 2 -6" O T l!� GUEST RM. cRNL. O Hs N AFAGE GGES T I N5. 4 W.5 lO ,� S.D. 3x STUDS 3x STUDS $ PLATES 8 PLATES ELEG. 3x STUDS PUMP 4 PLATES N HWT \/ 3" STEEL BOLLARD UP TO 30" MINIMUM GARAGE GONG. LOWER GARAGE 5LAB TO I ALLOW FOR 6ARA6E DR. HDR. BUILDER TO VERIFY ON SITE DIRECT VENT 6A5 FIREPLACE 5050 XO SLDR. GREAT RM. H.S. 8'-4" , 2'-0" 31'-0" 3'-3" q'-I I 51_711 5050 XO SLDR. 6050 XO SLDR. T PI-2" IX \' 3x STUDS j \3x STUD` 4 PLATES PLATE DINING RM. H.5. 4'-0" 4'-0" n _ I �v / 3: I /\ Q IIII � IIII � o R �- I �- io o zEl o I BATH xp INIFAN H.s. m 2468 ®VTO O� OCL 50 GFM LL o KITCHEN Pff — Q `� 7'-2" H.S. P657 _011 3680 OPN6. 0 0 O DBL. — REF6. 1 IOv I OVENS 006— S.D. 2668 2868 20 MIN SELF — GLOSE T 71�z STEP ' Py�R I IPA H.S. " 8 -O 3'-10° 2468 L FAN O11 = GL6. 50 GFM _---_ UP I7 HEAT DETEGTOR RISERS FLR. LINE ABV. -L67p +36" OPEN 8 266 RAIL x FOYER m w H.5. LINE OF O.H. DOOR LINE _OF O.H. DOOR IN IG UPRHT POSITION — — — — - FIN UPRIGHT POSITION -1 I� +bQ I GONT. PLYWD. b I THRU PART. I I I I I LI - I +6 16050 O.H. GARAGE DOOR 6 8080 O.H. GARAGE DOOR _ WALL LINE ABV. - T T ,� PI-3' STUDS g 4 PLA 5 J b 2668 p m T, 1676 1676 5.L. S.L. I LI m PORCH I E: N GONG. 4 PLATES Q I IIII � p IIOv I N DEN/ I FLEX I � p SLOPED SLOPED 1L I GL6. I GL6. I I � I IIII p N 3x STUDS 8 PLATES 6060 XO SLDR. I'-12" _42 I6'-3" '-42' 4-_0" 4-_0 10'-6" I Q'-0" 8'-0" 12'-6" 7-• • 5EE GENERAL NOTES m ei 5C,ALE: 1/4" = 1'-0" �71 REG I5TERED ARCH I TEGT t H EL YNE JOHNSON ATE OF WASHINGTON L` W N N o 00 U W Qu CIS Q l lull � o� W 2 Z Q M O 0 00 wz r m E 0 o >r� U m�0u� Z t VJ � J ADDRESS: 1008 WALN U K N O f�\ V � z OL K 0"' tu fit data: 4-ICI-20 permit: revisions: drawn by : LMD GheGiGed by : MWJ O� Aa BLD2021-0644 RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Fr WRITTEN DIMENSIONS ON THIS DRANIN6 SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE ONNER MUST BE NOTIFIED OF ANY VARIATION5 FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRANIN65. ANY SUCH VARIATION SHALL BE RESOLVED BY THE ONNER PRIOR TO PROGEEDIN6 KITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. l NOTES: ALL EXTERIOR HARM WALLS TO BE 2 X 6 STUDS ® 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 DP#2 UNLESS NOTED OTHERNISE. FUR -OUT HEADERS TO MATCH 2 X 6 HALLS. ALL EXTERIOR HEADERS MUST BE INSULATED KITH R-10 INSULATION PER NSEG FOR NINDONS KITH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELON, THE LONEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN NINDONS NHERE A 4" SPHERE MAY NOT PASS THROUGH OR NHERE FALL PROTEGTION DEVIGES ARE PROVIDED PER ASTM F 20c:iO OR R612.3 TUB/SHOVER UNITS SHALL HAVE FIRE BLOCKING BETNEEN NALL STUDS AND NATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INGLUDING NINDONS NITHIN 60" FROM EDGE OF SHONER SHALL BE SAFTEY GLASS. SHONER FLON IS LIMITED TO L-75 GAL/MIN. SOLID BLOCKING UNDER ALL BEARING NALLS. EXHAUST FANS LARGER THAN 50GFM MAY BE GONNEGTED TO 4" SMOOTH NALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT 15 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING NALL — — — — — — BEARING ABOVE FLOOR LINE ABOVE PT. LD. ^� POINT LOAD ABOVE ABV. 4L MULTIPLE 2x STUDS a POINT LOAD SMOKE DETECTOR O IIOV INTERCONNEGTED N/ BATTERY BAGK-UP. PER IRG 314 OGARBON MONOXIDE DETECTOR PER I RC, 515 * SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOGATIONS, SHEAR WALL NAILING SCHEDULE, 6 DETAILS. HOLDDOWN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANC,HOR STRAP TH I C,KNESS/SPEC, I ES REOU I RED T- I STHD 14/14 RJ 24-1 &d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (S4)-16d (2) 2X4/2X6 STUDS HF/SPH T-S MSTASG (26)-IOd (2) 2X4/2X6 STUDS I-fF/SPE 2 2X42X6 STUDS T-4 MSTG48B� (�8)- I Od HF/SPI= T-S HDiB (�)_ �/4 3-1/2" MIN. SSTB28 (W7 5'9 DF/SP MIN. 24-7/8" EMBEDMENT B-1 q• 5-2 5-3 B-4 (2) 13/4"xlb" LVL �y� 4x10 DF#2 4x10 DF#2 31-e"xci" 24F-V4 6LB 3W"xci" 24F-V4 6LB �L< �� SINK] TSINK - - �L< . ABV ABV. iL Q I I ISO INo I Q II I L TI)B/SHk4',. a SS ABV. A Ab r 7-1 N i I zmll L Ll SIN B � I J V. X I 4xI0 DF#2 Zm xl0 DF# 4x10 DF#2 IF Irv. RND ---I k 4x10 DF#2 W X 0 - LL ® III I IIN I I I I I I I I I I (2) 13/4"xlb" LVL I N HI OI LI I # t 5 � I O LL ¢ I @L<o I (2) 13/4"Xlb' 4x10 DF#2 LVL (2) 13/4"xlb" LVL 68-1�� I P I I 68-3 I 1 5!/4"xl P5L =_—_—_--__ - - 19'-0" - LONG - - - 4x10 DF#2 -- BLW.'u1'- -- 4x 12 DF:1*2 10'-b" LONG N Q t Uf= =r r—LOO SEE GENER?.L NOTES e<,ALE: 1/4" = I'-O" �71 REG I5TERED ARCH I TEGT MIGI-+ EL�YNr=7_Jl0:>..S,00Nl' STATE OF WAS++INGTON L` 00 W N N T M O G1 U W Qu Ql ll o� 2 Z W CZoc Q oc r M O O 00 wz m E 0o�� I C<K N U m�0u� zI ADDRESS: 1008 WALN U K N V �M Z Z 0— K �p � �-q--�I W fit L date : 4-ICI-20 permit: revisions: drawn by: LMD GheGiGed by: MWJ S H f =_ f:—:T 14�11111lk O� BLD2021-0644 RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Fr WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATION5 FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWIN65. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. l NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS ® 16" O.G. TYPICAL. ALL HEADERS TO BE 4 X 10 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER WSEC FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN -72'' ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24'' MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVIGES ARE PROVIDED PER ASTM F 201:iO OR R612.3 SOLID BLOGKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN 60" FROM EDGE OF SHOWER SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN 50CFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES HEATING NOTES: + INSTALL PER ASHRAE ciOA-88 + 18" PLATFORM OF 2 LAYERS - 3/4" PLYWOOD (I LAYER IF PLATFORM 15 ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +18" MINIMUM ABOVE SLAB. F I REPLArGE NOTE: '0' GLEARANGE FIREPLACE W/ DIRECT VENT FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPEC I F I GATI ONS AND SHALL HAVE APPROVAL LABEL ATTACHED 5/8" TYPE "X" GWB TO ROOF SHEATHING FIREPLACES 4 STOVES MUST BE D.O.E. APPROVED 4 BE TESTED, CERTIFIED ff LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. *E *E *E SHEAR NOTE: SEE SHEET L I FOR SHEAR kgALL NAILING SCHEDULE, -!� DETAILS. LEGEND: BEARING WALL BEARING ABOVE FLOOR LINE ABOVE PT. LD. POINT LOAD ABOVE ABV. MULTIPLE 2x STUDS ® POINT LOAD O SMOKE DETECTOR 1 1 O\/ INTERCONNECTED W/ BATTERY BACK-UP. PER IRG 314 OCARBON MONOXIDE DETECTOR PER I RC 515 GARAGE NOTES: 1. GARAGE/LIVING SEPARATION, USE 5/8" TYPE 'X' GWB AT CEILING/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND CEILING. 5. DOOR BETWEEN GARAGE AND RESIDENCE SHALL BE 1-5/8" MINIMUM THICK SOLID WOOD OR STEEL WITH SOLID OR HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF CLOSING DEVICE. 4. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPERATIOG THE RESIDENCE FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE HOLDDOWN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANC,HOR STRAP TH I CK.NESS/SPEC, I ES REOU I RED T- I STHD 14/14 RJ 24-1 &d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (S4)-16d (2) 2X4/2X6 STUDS HF/SPH T-S MSTASG (26)-IOd (2) 2X4/2X6 STUDS I-IF/SPF 2 2X4 2XF6 STUDS T-4 MSTG48B5 (�8)- I Od HF/SPH T-S HDiB (�)_ �/4 3-1/2" MIN. SSTB28 (-7/8") DF/SP MIN. 24-718>" EMBEDMENT we] Uf=i=r=R r-LOOR FL-/4�N SEE GENERAL NOTES e<,ALE: 1/4" = I'-O" �71 REG I5TERED ARCH I TEGT MIGI-+ EL�YNr=7_Jl0:>..S,00Nl' STATE OF WAS++INGTON L` VTJ 00 °O I� r ^ N c\1 I�••1 7 c o U W Qu Ql ll U W Z W CZoc Q oc M O O 00 nWO r m E >r� 0 0<<K o�� I _c N nU m�0 u� 1n _W w , U�1 Z V) Y J ADDRESS: 1008 WALN U K N V �M Z Z 0— K tu fit L date : 4-ICI-20 it: revisions: drawn by: LMD GheGiGed by: MJNJ SHF= F=T A& AaO� BLD2021-0644 RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Fr WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATION5 FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. l E.AVE PROTECTION PER IRG R302.1 IF EAVES ARE WITHIN 5' 01= THE PROPERTY LINE, THEN A ONE HOUR FIRE REST STANC,E RATING 15 REOU I RED IF THERE ARE BIRD BLOCKING VENTS OR ( ABLE END VENTS. IF THERE IS SOLID BLOCKING AND NO VENTS, THEN THE FIRE RES 1 ST.ANC,E R,ATI NC, (--AN BE REDUCED TO ZERO HOURS. AF50 ROOF VENT LOCATIONS PER PLAN SOLID BIRD BLOCIG I N0 WALLS 5' R LESS FROM THE PROP. LINE TRUSSES PER PLAN 7tAT 2X5 EXTERIOR WALL � ONE I-IOUR EfaVE DETAIL ROOF FRAMING NOTES GUT RAFTER TAILS TO MATCH 2x4 TRUSSES CONNECTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF FITGH SHALL BE AS NOTED ON PLANS ROOF= O\/ERHANG SHALL BE 12" U.N.O. p DS TRUSS NOTE 2x6 O\/ERFRAMING BEARING BELOW DOWNSPOUT ALL TRUSSES SHALL HAVE:: STRESS ANALYSIS AND DRAWINGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. MANUFACTURER'S STAMP ON FRE- MANUFACTURED TRUSSES. BRACED TO MANUFACTURER'S SPEC - I F I GAT I ONS. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEFT. FOR AFFRO\/AL AND SHALL BE <EPT ON SITE FOR FRAMING INSFEGTI ON. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT AFFRO\/AL OR ENGINEERING GALGULATI ONS. ALL TRUSSES SHALL HAVE SIMPSON H-1 CLIFS AT ENDS. WHERE TRUSSES ARE PARALLEL TO WALL, USE SIMFSON LSO AT MIDSFAN. USE SIMFSON STC CLIPS AT NON -BEARING WALLS ROOF VENTING Gr4LGULATION-PER 2015 IRC, R806.2 UPPER ROOF 1-71 S SOFT AREA = E.-71 SOFT REOU I RED 300 (E.11) X (EO%) = 2.8E SOFT MIN. REOU I RED AT EAVES TYP I CAL TRUSS BLOCK HAS (4) 2 (:$) SCREENED HOLES PROV I D I NCB 6.28 SO. IN. (.044 SOFT) PER BLOCK. APPROX I MATEL1' -70 VENTED BLOCKS = 5.08 SOFT PROVIDED (E.-71) X (50%)= 2.8E SOFT MIN. REQUIRED NITHIN S' OF THE RIDGE AFSO ROOF JACK VENTS= .54 SOFT EACH VENT FROV I DE ci AFSO VENTS= 5.06 SOFT PROVIDED TOTAL VENT AREA PROVIDED = 6.14 SO FT HOLDDOWN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANC,HOR STRAP TH I C,KNESS/SPEC, I ES REOU I RED T-1 STHD 14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HE/SPI= T-2 MST48 (S4)-16d (2) 2X4/2X6 STUDS HE/SPH T-S MST 456 (26)-IOd (2) 2X4/2X( STUDS H1=/SP1= 2 2X4 2X6 STUDS T-4 MSTG48B5 (58)-1 Od HF/SPH T-S HDiB (�)_ �/4 3-1/2" MIN. SSTB28 (-7/8") DE/SP MIN. 24-718>" EMBEDMENT ® 24" O.G. NBLE END W55E5 TO DESIGNED SPAN WINDOW/ DOR OPENINC75 'P I GAL we] ROOT` f=ILAN SEE GENER?.L NOTES e<,ALE: 1/4" = 1'-0" �71 RRG I5TERED ACHITECT L�YNr=7-JI0:>..S,00Nl' IG+ E STATE OF WAS++INGTON r ^ VTJ 00 N O0 11� M O G1 U Q W Q zu U W v J � 00 rn 0 0 0 nWO W r m E >r� 0 0o�� < I -c N U m50u� Q) Z z V / Y ADDRESS: 1008 WALNU N m � Z z ��pp�� I-q--IN n� W fit L date : 4-ICI-20 permit: revisions: drawn by : LMD GheGiGed by : MWJ A�7 O� Aep BLD2021-0644 RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L Fr WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE NORK BEFORE PROGEEDIN6. THE ONNER MUST BE NOTIFIED OF ANY VARIATION5 FROM THE DIMENSIONS AND/OR CONDITIONS 5HONN ON THESE DRANIN65. ANY SUCH VARIATION SHALL BE RESOLVED BY THE ONNER PRIOR TO PROGEEDING KITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. III R-21 IN a EXT. 201 �5 .INASH I N�TON STATE ENERC�-,r GODS *ALL GL I MATE ZONES (TABLE R402.1.1) FENESTRATION SKYLIGHT GLAZED CEILING WOOD FRAMED FLOOR BELOW GRADE SLAB R-VALUE U-FACTOR U-FACTOR FENESTRATION R-\/ALUE NALL R-VALUE R-\/ALUE NALL R-VALUE AND DEPTH SHGG 0.28 0.50 NR R-4G R-21 R-50 10/IS R-10, 2 FEET (PRESCRIPTIVE R-21 +TB *TABLE 40& .S- ENERCGY GRED I TS (S 1 NCGLE FAMILY) THIS PLAN REOU I RES & GRED I TS SINGE IT 15 OVER 1500 SQUARE FEET AND UNDER 5000 SOUARE FEET OFT I ON HEATING OPTION 2 HEAT PUMP (ELECTRIC) 1.0 ENERGY PRESCRIPTIVE COMPLIANCE IS 5ASED .5 OPTION ON TABLE R402.1.1 WITH THE FOLLOWING 1.5 MODIFICATIONS: VERTICAL FENESTRATION U = 0.28 FLOOR R-58 SLAB ON GRADE R-1 O PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE R-1 O PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE EASED ON SECTION R402.1.4: REDUCE THE TOTAL CONDUCTIVE UA BY 590 S�GT 1 Oil � SEE GENERAL NOTES OFT I ON SC,ALE:: 1/4" = 1'-0" GFP, EE]DIT ENERGY HVAC EOU I PMENT AND ASSOCIATED DUCT 1.0 OPTION SYSTEMS) INSTALLATION SHALL COMPLY 4.2 WITH THE REQUIREMENTS OF SECTION R405.5.1. LOC,AT I NG SYSTEM COMPONENTS IN CONDITIONED CRAWLSPACES IS NOT PERMITTED UNDER THIS OPTION. ELECTRIC RES 1 STANCE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER THIS OPTION. DIRECT COMBUSTION HEATING WITH AFUE LESS THAN 8096 IS NOT PERMITTED UNDER THIS OPTION. ENERGY WATER HEATING SYSTEM SHALL INCLUDE 2.0 OPTION THE FOLLOWING: ELECTRIC HEAT PUMP 5.5 WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEAT I NG SPEC I F I CAT I ON �71 REG I5TERED ARCH I TEGT MIGI-+ EL�YNr=7-Jl0:>..S,00Nl' STATE OF WAS++INGTON L` 00 W N N T M O G1 U W Qu Ql ll U W � z W cry oc oc M O O 00 WO r m E 0 0 >r� T c- N U m�0u� z ADDRESS: 1008 WALN U K N V� Z Z 0- K tu a� 0 L date : 4-ICI-20 permit: ravisions: drawn by: LMD GheGiGed by: MWJ S +--i E_ E= T Aa AaO F= BLD2021-0644 ENERGY AIR -SOURCE CENTRALLY DUCTED HEAT PUMP 1.5 OPTION WITH A MINIMUM HSPF OF 11.0 TOTAL 5.5 6.0 CREDITS RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WRITTEN DIMENSIONS ON THI5 DRAWING SHALL HAVE PREGEDENGE OVER 56ALED DIMENSIONS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETG. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUGH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY SAME. SH��R ALL SGH�I�UL� PicR �O 18 I i3G GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWN5 AS GLO5E AS POSSIBLE TO THE END OF THE: DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, 8 NAILS IN GONTAGT WITH P.T. WOOD TO BE HOT DIPPED 6ALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL 5PAGIN6 SILL OPTIONAL BASE HEM FIR #2 MARK 7/I6" TOP ff BTM. A35 BLKG. PLATE 51MP50N MA5AP PLATE VALUE EDGES FIELD PLYWD. PLATES ANGHOR5 REQ'D. ANCHOR BOLTS ANGHOR5 NAILING (#/LF) PI-6" 8d 6" 12" 6" 18" O.G. 2x4 5/8" (9 48" @ 48" 8 ENDS (2) 16d (9 10" 240 PI-4" 8d 4" 12" 4" 16" O.G. 2x4 5/8" @ 32" @ 30" 8 ENDS (2) 16d (9 7" 34a PI-3" 8d 3" 12" 3" 14" O.G. 3x4 5/8" @ 24" @ 24" ff ENDS (2) 16d (9 5" 450 PI-2" ** 8d 2" 12" 2" 12" O.G. 3x4 5/4" @ 24" @ 15" 4 ENDS (2) 16d (9 5" 585 P2-6" ** 8d 6" 12" 6" 10" O.G. 3x4 5/8" @ 24" N/A (2) 16d (9 5" 480 P2-4" * 8d 4" 12" 4" 8" O.G. 3x4 3/4" @ 20" N/A (5) 16d (9 5" 700 P2-3" 8d 3" 12" 3" 8" O.G. 3x4 3/4" @ 16" N/A (4) 16d (9 5" CIOO P2-2"* 8d 2" 12" 2" 8" O.G. 3x4 3/4" ® 12" N/A (4) 16d (9 4" 1170 "NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS 4 PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS PER IBC 2018, TABLE: 2306.3.1. 3X FRAMING WILL BE NOTED ON PLAN. I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR WALL NOTES 7/16" OSB OR PLYWOOD SHEATHING - USE 8d GOMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL @ 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL 5PAGIN6 IS 5PEGIFIED AT PANEL E06E5, USE 1-1/2" 8d SHORT NAILS OR 3X STUDS WITH 8d GOMMON NAILS. FOR 2" NAIL 5PAGIN6, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS @ 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL E06E5 AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 48" O.G. @ EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHER5 AT ALL ANGHOR BOLTS. 7/16" 05B OR PLYWOOD 5HEATHIN6 - STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 CA. STAPLES @ 15 6A. STAPLES @ 14 6A. STAPLES 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-1/2" O.G. - 430#/ft. 3" O.G. - 5cIO#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. 6" O.G. - 620#/ft. FIELD 5PAGING: 12" O.G. NAILS 4 STAPLES. HOLDOWNS - INSTALL SIMPSON HOLDOWNS OR USP HOLDOWNS AT THE: END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. PER PLAN, SIMPSON STHD 14 OR USP STAD 14 SIMPSON MST36 OR USP MST136 SIMPSON MST48 OR USP KST248 SIMPSON HD-7B OR USP TDXIO (1/8" ANCHOR BOLT MIN. SIMPSON MSTG48B3 OR USP MSTGB48B3 24" EMBEDMENT, 3" BOLT INTO (3) 2X4(6)) IOd ® 4" o.c. - ROOF SHEATHING TO TOP 16 MIN. PER PLAN 2x TOP PLATE — — NAIL SHEATHING TO HEADER EXTEND TO HEADER ® 3" O.G. E.W. END WALLS — — — — 5HEARWALL PER PLAN I 5THD HOLDOWN PER PLAN I 3x OR (2) 2x 3/4" MIN. T46 PLYWOOD 5UB-FLOOR I STUDS GLUED If NAILED - NAIL ® 6" EDGE d 12" FIELD W/ IOd NAIL5 GONNEGT PLYWOOD W/ 8d NAILS ® 3" O.G. FLOOR J015T TO ALL STUDS, PLATES PER PLAN PEPER 8 HEADERS I SHEAR WALL 5GHEDULE in APA RATED 5HT6. 3�" MIN. 24/0 EXP. I PNG5HOR I BOLTS PER 5THD14 WOOD n SHEAR WALL SCHEDULE W/ TO CONCRETE - 5'0"A/4" 50. WA5HER5 GONNEGTOR5 I I I O OREQUAL III III I I - 3x OR (2) 2x (1) #4 GONT. TOP II PLATES; NAIL SHEATHING TO IL JH EACH PLATE FINISHED GRADE #4 HORIZ. ®12" O.G. U as+,PLATE -V X 15" A.B. W/ 3"X3"X%4" `(3) #4 VERTICALS WASHER SEE DETAIL 2/GI 7" IMBEDMENT FOR 5TEEL LAYOUT GONG. STEM WALL N w z o TOP OF SLAB CL � s _ CONT. FOOTING PER PLAN LATERAL RESTRAINT PANEL DOUBLE 5TUD5 ® HOLDOWN 5HEARWALL PER PLAN 3/4" MIN. T46 PLYWOOD 5UB-FLOOR GLUED d NAILED - NAIL ® 6" EDGE 4 12" FIELD W/ IOd NAIL5 DOUBLE RIM FOR -- BTM. PLATE NAILING PER 5HEARTWALL SCHEDULE FLOOR J015T PER PLAN A35 FRAMING ANGHOR PER 5HEARWALL 5GHEDULE DOUBLE STUDS ® HOLDOWN 5HEARWALL PER PLAN STRAP HOLMOAN AALL TO AALL SCALE: I" = 1'-0" TIE 5TRAP PER PLAN W/ ALL NAIL HOLES FILLED W/ Ibd GOMMON NAILS BOTTOM PLATE NAILNG PER 5HEAR WALL 50HEDULE A35 FRAMING ANCHOR MAY BE ELIMINATED AT PI-6, AND PI-4 TYPE SHEAR WALL5, IF THE PLYWOOD PANEL 5PAN5 RIM J015T AND 15 NAILED TO BOTH THE BOTTOM PLATE OF SHEAR WALL ABOVE AND THE TOP PLATE OF THE WALL BELOW W/ THE EDGE NAILING PATTERN 5PEGIFIED IN SHEAR WALL TABLE !SCALE: I" = I'-O" '''.,�„'..•' A-35 CLIP 2x BLOCKING DROP TOP CHORD OF TRUSS TO ACCEPT 2X6 OUTLOOKER Ibd NAIL EA. SIDE CHORD TRUSS. TRUSSES OR TRU55 OVER RAFTERS PER S.W. TO HAVE PLYWOOD ROOF PLAN BLOCKING AT 5HEATHIN6 I6" O.G. ROOF 5HT6 - NAIL PER SHEAR WALL SCHEDULE GABLE - END TRUSS PER PLAN bid®6 O.G. TRUSSES TRUSSES OR RAFTERS PER PLAN 2X BL.KG. W/ 16d ®8 �� O.G. VENT HOLE5 PER PLAN if (RIP BLK'6) A35 G. ® 24" CONTINUE OVERHANG it SHEAR WALL FA5GIA TO ROOF 5HEATHIN 5GHEDUL SHEAR WALL PER SCHEDULE 2X STUD WALL 16" O.G. SIM AN( SHEATHING $ NAILING PER SHEAR WALL SCHEDULE OVERHANG 4 FASCIA 2x STUD WALL ® 16" O.G. STHM HOLMOAN @) POUNMATION 5C.ALE: N.T.S. PLYWOOD ROOF 5HEATHIN6 2x4 BLOGKIN6 2x6 BLOGKIN6 BETWEEN TRUSSES. NAIL BRAGIN6 TO BLOCKING W/ 4-16d (2) Ibd EACH END OF BLOCKING TO TRUSSES TRUSSES PER PLAN 2x6 V - BRAGE ® 8'-0" O.G. (2) 2x TOP PLATE A35 ANCHOR V - BRACE TO WALL PLATES 2x STUD / SHEAR WALL PER SCHEDULE ,SHEAR AAL.L. PERPENn I GUL AR TO TRUSS SCALE: N.T.S. r A 12871 I\\/> REGISTERED ARr- HITEGT CMIGH L W YNE JOHN50N STATE OF WASHINGTON ^ IrJT 06 N °° 1J 1 M O oc c� U W Q r^ W� oYj U 2 W � z oc oc 0 O ^(nz W i- m E 0o� <� Z +J S N m W 5 `i- U --\ U) N VJ � J ADDRESS: 1008 WALN U N O \ z zCL O tu a� fit L date: 4-IG-20 permit: revisions: drawn by: checked by LMD : MWJ I O 3= I BLD2021-0644 SHEAR AAL.L. PARALLEL TO TRUSS SG?.LE: N.T.S. �� T1'P. SHr=ARAAL.L. TO ROOP CONNECTION ��j SG?.LE: N.T.S. T` F I GAL. SHEARAAL.L. TO ROOF CONNECTION SCALE: N.T.S. RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT WRITTEN DIMEN51ON5 ON TH15 DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK BEFORE PROCEEDING. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY 5UGH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RE5PON515ILITY FOR THE 005T TO RECTIFY SAME. ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OBS SOLID GDX 24-0 PLYWOOD SHEATHING; Sd ® 6"O.G. EDGE Sd (g 12" O.G. FIELD (7/16" OSB AGX PLYWD ® EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH 8d NAILS, U.N.O. 24" GARDBOARD BAFFLE ALLOW FOR I" AIR SPAGE MIN. EXTEND 12" ABOVE INSULATION. SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED / TO WEATHER /� 1 TOP PL. IX FA5GIA BO. W/ METAL GUTTER 2X BIRD BLK'6. W/ ' 2"(P 5GREENED VENT HOLES WITH 1/4" CORROSION RESISTANT METAL MESH GOVERIN6 FIN. FLR. (2) 2x TOP PLATE, LAP GOR OFFSET END JOINTS BY 48" OSB. OR PLYWD. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS ® 16" O.G. TYP. SIDING W/ WEATHER RESISTANT BARRIER BEHIND SEE PLAN FOR S I D I N6 TYPE 2x BOTTOM PLA 2x12 BLOGKIN6 BETWEEN RAFTERS ----\ PROVIDE Ii2" MIN. BEARING AT RAFTER ENDS --7> 2x RAFTER SIZE d SPAGIN6 PER PLAN R106E BEAM PER PLAN 2x BLOGKIN6, W/ VENT HOLES, FROM ROOF SHEATHING TO WALL TOP PLATE "SIMPSON" HI CLIP (9 RAFTER TO TOP PLATE GUT TAILS TO MATGH TRUSSES 7*0'0f=. RA7-TF.R 7-RAMIN6 C� SCALE: N.T.S. Z i N APPROVED TRUSSES BEARI N6 MANUFAGTURER'5 SEAL. SEE ROOF FRAMING PLAN FOR SPAG I N6 INSLULATE PER WSEG Y NO AREA FIRE BLOCK ALL VERTICAL OPENIN65 IN WALLS AT PLATES AND FLOORS FLOOR JOISTS, SIZE AND 5PAGIN6 PER PLAN %2" 6YPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER (P WALLS AND GEILINGS l_I\1INC� AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS J"X 10" ANCHOR BOLT W/ 3"X3"X 1/4" PLATE WASHERS (9 45" o.c. NO LESS THAN 4�" 4 NO MORE THAN 12" FROM EA. END SILL GORNER, JOINT, END, OPENING ETG. 7" MIN. EMBEDMENT INTO GONG. EXGEPT SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. 5/8"X 10" ANCHOR BOLT W/ 3"X3"X 1/4 " PLATE WASHERS @ 48" o.c. NO LESS THAN 4Y2" 4 NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETG. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAI L I N6 SCHEDULE. 2x P.T. SILL #4 GONT. HORZ. TOP Q LL a #4 STUB UP @ 48" O.G. W/ STD. HOOK a EXTEND 14" MIN. INTO WALL T-,�GLR. 3" MIN. TYP. #4 GONT. IN FOOTING SEE FOUNDATION PLAN FOR FT6. / FDN. SIZE ALL FOOTIN65 TO BEAR ON FIRM UNDISTURBED SOIL WALL GREATER THAN 4'-0" PER PLAN 2 57D. �=OUN=DA710il DATAIL SCALE: N.T.S. PER IRG R403.1.3 #5 3/4" T46 PLYWOOD SUB -FLOOR (GLUED $ NAILED) NAIL 6" EDGE, 12" FIELD W/ IOd NAILS. FIN. FLR. 2x RIM JOIST 2x P.T. SILL z 4"(P D.S. T16HTLINE, POSITIVE 71, DRAIN TO STORM SYSTEM ° 910 INSLULATE PER WSEG FIN. GRADE TO SLOPE AWAY FROM BUILDING \/\\ \ 481I MAX. SEE FOUNDATION PLAN - FOR BEAM SIZE ff UNBLP�NGED POST SIZE / SPAGIN6 Z �\ o o // Jo (TALLER WALLS PER PLAN) GO# FELT \/)O(5o o00 d) \ j�000 ° o� 00 z 6 MIL. POLY VAPOR BARRIER / `o ° °, In -4 ALL RE I NFORGEMENT v 4"(P PERF. FOOTING DRAIN TILE MUST BE TIED IN PLACE I I W/ GLOTH COVER � GRANULAR FOR FOUNDATION INSPEGITON COVER AS REOV. BY SOIL GONDITIONS SEE FOUNDATION PLAN FOR FT6. / FDN. SIZE REBAR PLACEMENT PER ALL FOOTIN65 TO BEAR ON PROVIDE DRAIN AT LOW DETAIL *2 ABOVE FIRM UNDISTURBED SOIL POINT OF GRAWL SPACE 2x SOLID BLOGKIN6 BRO. WALL ABOVE TYP. FLOOR JOISTS, SIZE AND 5PAGIN6 PER PLAN 2x4 GUSSET EA. SIDE Z - "SIMPSON" A24 GLIP POST TO GONG. SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTIN65 TO BEAR ON FIRM UNDISTURBED SOIL HANDRAIL: GRIP 1!4" - 2" PROJECTION FROM WALL NO LESS THAN 1%2". OPEN RAIL: OPEN SPACE BETWEEN PICKETS SHALL BE LESS THAN 4" GLEAR - 2X4 STOP — 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONCE IN TOP $ BOTTOM OF RUN BETWEEN STRINGERS $ ALONG RUN BETWEEN STUDS USABLE SPACE UNDER STAIRS TO BE I HR FIRE GONSTRUGTION 5/5" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR GEILIN6) II II II II II II II I II/ NOSI N6 NASH 4 ARCHITECTS GENERAL NOTES: I. All construction per applicable codes and ordinances. 2015 IRG, IBG. 2. Verify all dimensions on job site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will verify window sizes and manufacturers) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2015 IBG. 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before fabrication. 7. Owner Will verify electrical and heat layouts with installer before installation. 8. Under all parallel bearing Walls, use double joi5t5 or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel walls. G. TJI products to be installed per manufacturer's installation guide and approved reports. 10. All metal connections to treated wood shall be at a minimum; triple zinc ZMAX (6155 per ASTM A653); Hot Dip 6alvanze (ASTM A123 for connectors and ASTM153 for fasteners and anchors. I I. Al l bathroom fans, kitchen hood, and dryer ducts shall be exhausted through the attic to the roof or through the floor system to an outside wall. All wall ducts shall terminate at least 36" from a window opening. CLIMATIC, AND GEOGRAPH I G DESIGN CRITERIA: TERMITE: SL16HT TO MODERATE DECAY: SLIGHT TO MODERATE WINTER DE516N TEMP: 170 IGESHIELD REQUIRED: NO FLOOD HAZARDS: 2003 IGG2 FIRM / HAN6ER AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 DESIGN DATA: r 5TA I R OF -TA I L- 7''F I GAL C� SCALE: N.T.S. GARAGE / L I V I N6 SEPARAT I G TYPE "X" GYPSUM WALL BOAF AT GEILIN6 / WALL 4" GONG 4" GRANI 7"rF I GAL ^ALL SECT 1 ON5 CSCALE: N.T.S. 3-2x12 STRIN6ER5 p tX d 2 2X4 BLOGKIN6 Z (FIRESTOP) c0 N FIREBLOGKS STAIR NOTES: RISER HE 16HT =-7-5/4" MAX. TREAD DEPTH = 10" MIN. REBAR PLACANE114T PER DETAIL *2 ABOVE ROOF LOADS: LL 25#/SF (SNOW) DL 15#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/SF OL 10#/SF TOTAL 50#/5F DECK LOADS: LL 60#/SF DL 10#/SF TOTAL 70#/SF SOIL 1500 PSF GONGRETE: 2500 PSI AFTER 28 DAYS (5%2 SAGK MIX) -5000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT 15 BETWEEN 5-7% (TABLE 402.2 IRG) MASONRY : PER 2018 IBG STEEL: PER 2018 IBG (6RADE 60) WOOD : PER 2015 IBG NAILING PER 2015 IRG NAILING PER TABLE R602.3(I) WIND: 85 MPH SEISMIC: ZONE - D V = see design colculations(Wdl) WEATHERING POTENTIAL: MODERATE FROST LINE: 12" E.F.P.: 45 PSF 4" BEAM: DOU61-A5 FIR #2 fv = 180 fb = GOO PSI E = 1,600,000 b" BEAM: DOU61-A5 FIR #2 fv = 170 fb = 875 PSI E = 1,300,000 4" POST: DOUGLAS FIR #2 Fc II = 1550 PSI E = 1,600,000 b" POST: DOU6LA5 FIR #2 Fc II = 700 PSI E = 1,500,000 JOISTS $ RAFTERS HEM FIR #2 $ STUDS: fv = 150 fb = 850 PSI E = 1,500,000 6LU-LAM BEAMS: fv = 240 psi fb = 2,400 psi (reduced by size factor, GF*KI) E = 1,800,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. I. SUBFLOOR: T$6 PLYWOOD OR 05B APA RATED 5TURD-I-FLOOR 16" O.G., 5/4" WALL $ ROOF SHEATHING: APA RATED SHEATIN6 24/16 7/16" �71 REG 15TEREIJ ARCH I TEGT MIGH EL YNE JOHNSON STATE OF WASHINGTON ^ ��JTJ 0 N N �-�-I Ln 1 cn M o 0 O W V QU Z� C� V 4` Oq U Z W M 0 0 00 W E 0� z� ADDRESS: 1008 WALNU IN O \ Z 0 0 L I dGItP : 4-Iq-zo permit: revisions: drawn by G%1eGiGed �by: LMD M1NJ I O� I BLD2021-0644 ILI= RECEIVED May 26 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT