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APPROVED PLN BLD BLD2021-0288+Architectural_Plan+2.23.2021_3.12.07_PM+2060586Nritten dimensions on this drawing shall have precedence over scaled dimensions. Gontactor 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 such variation shall be resolved by the Owner prior to proceeding with the work, or the Gontractor shall accept full responsibility for the cost to rectify same. MAXIMUM BUILDING HEIGHT HEIGHT OF STRUCTURE ® 45(:;t.5-7' ASPHALT COMP. SHINGLES ON 15# FELT METAL FASC 1 A GUTTER UPPER FLOOR P.L. N NOTES: I. ALL NOOD EXPOSED TO HEATHER SHALL BE PRESSURE TREATED OR CEDAR. Z. GAUL< AND SEAL ALL NINDON/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 5. GLAZING PER STATE ENERGY CODE. 4. SEPERATE PERMITS ARE REQU I RED FOR FENCES, PLUMB 1 NO, MEGHAN I GAL, AND ELEGTRIGAL. 5. PROTEGTI ON FROM DEGAY 15 REQU I RED FOR ALL NOOO S 1 D 1 NG AND NALL FRAMING LESS THAN Z" ABOVE GONGRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFAGES EXPOSED TO THE HEATHER 6. REFER TO ALL ELEVATIONS FOR TYP I GAL NOTES. _f. S.G. = SAFETY GLASS Approved by Fire 04/21/2021 AFM �-_/F�tterer A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020B2. Provide a minimum combination water service of one inch (1") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service. 2X8 BARGE BOARD N/ IX2 TRIM © ALL GABLE ENDS 2X6 NINDON TRIM TYP I GAL AT FRONT ELEVATION HORIZONTAL SIDING NHERE SHOWN IX-4 CORNER FLR_ UPPER MAIN FLOOR P.L. - El El El El ❑ ❑ ❑ ❑ FIN. FLR. MAIN m ® 456.-70' - - SIN _ nQ_F] AVERAGE OR 1 G I NAL GRADE a 454.-Tct' 0000000D El E:1 E:1 E:1 71717171 r-RON7 r=Lr=\\/AT 1 ON SEE GENERAL NOTES 1111 I■III■�Wng-milo■ SCALE: 1/4" = I'-0" REAR EELEOEVAT 1 O'N, =eW' ■�s0 SEE GENERAL NOTES SCALE: 1/4" = 1'-0" OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE APPROVED BY PLANNING L May 20 2021 CULTURED STONE VENEER INSTALL PER MFD. SPECIFICATIONS TREATED PLYWOOD BEHIND ALL AREAS KITH STONE 5aL)ARF_ FOOTAC�F-S MA I N 408 UPPER 1 ❑O.2 707A1_ 5110 ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH KITH A MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTING ')ACKGROUND PER I RC 51 G .1 APPROVED BY CITY OF EDMONDS BUILDING DIVISION Apr 26 2021 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work NEW SFR Address 8807 220TH ST SW Owner SELECT HOMES ------------------- Approved Dater 4/26/2021 Building Official w• W C4 a1c Permit Number BLD2021-0288 12b"71 i?EG I STEFZED AFZGHIITEGT i w I"IIGH EL - YNE JOHNSON STATE OF WASHINGTON vJ U00 M, 00 0 w P"1 � U Q z O H � � � U U r � 00 •00 U U zt 00 0 0 00 m W z- l� I-0 <O N -C U map u� 0 m�� N N z� az c� L0 r 0 4)z — r T_ s� Z 4.1 0. CIO na m0 0ju L J date: 11-2G-15 permit: revisions: OZ-25-Z 1 drawn by MNJ G%1eGiGed �by: I O� A �T RECEIVED Mar 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dimensions on this drawing shall have precedence over scaled dimensions. Gontactor 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 such variation shall be resolved by the Owner prior to proceeding with the work, or the Gontractor shall accept full responsibility for the cost to rectify some. UPPER FLOOR P.L — — — — — — — — — — — — FIN. f=LR. UPPER MAIN FLOOR P.L. o - I _ FIN. FLR. MAIN R I CS T-4 7 I O it SEE GENERAL NOTES SG.4LE: I/4" = 1'-0" UPPER FLOOR P.L. EEL Q FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN Lr=r—T r=Lr=\//-A%T 1 ON SEE CGENERAL NOTES SCALE: I/4" = 1'-0" 125-f 1 REGISTERED ARCHITECT i w- I"IIGH EL W YNE JOHNSON STATE OF WASHINGTON V J U M, M w00 � W U z O ~ u GNU 00 � z� w 00 r cn 0 0 00 m W 6 r O O O � S�Q U map u� N z� az �o 0 4)z m did) s< 4-1 0. CIO IN � ,z m0 L � o OA L �ju date: I I-zG-18 permit: revisions: drawn b MWJ G%1eGiGe�.%l�: O i= RECEIVED Mar 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dimensions on this drawing Shall have precedence over Scaled dimensions. Contactor 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 Such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. A ,t_, SHEAR NOTE: I. 5X MATERIAL GAN BE USED FOR ALL MUDSILLS 2. SET A DOUBLE 2X STUD BEHIND EVERY STHD14 HOLDOWN GALLED OUT ON THE FOUNDATION PLAN. SET HOLIDOWN 1/2" MINIMUM AWAY FROM WALL CORNERS, WINDOW AND DOOR HEADERS. IT 15 IMPORTANT THAT THE FOUNDATION GONTRAGTOR HAS THE MAIN FLOOR PLAN SHEET TO PROPERLY LAYOUT HOLDOWNS. 5. A M5T48 STRAP WITH (2) 1/2" BOLTS INTO THE FOUNDATION 15 A PROPER FIX FOR A MI SPLAGED 5THD 14 HOLDOWN. NOTES: ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR CEDAR. PROVIDE CRAWL DRAIN a LOW POINT IN GRAWLSPAGE. SOLID BLOCKING UNDER ALL BEARING WALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS. — — — — — — — BEARING WALL ABOVE FOUNDATION VENT CALCULATION 1400 SQUARE FEET = 500 ci VENTS REQU I RED * SHEAR NOTE: I N �I I I� � X�X �l I� I I 0 - I � � I I �F I 000 �,.. pQo o I O� q� L_ I I I I 0 �I 4.6ci 1 .5-7 1 (6 MIL VAPOR BARRIER AND C2) NON -CLOSABLE VENTS ARE REQU I RED) SEE SHEET L I FOR SHEAR WALL LOGATIONS, SHEAR WALL NAILING SGHEOULE, $ DETAILS. HOLDDOWN SGHEZE )ULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANr-HOR STRAP T-I I CKNESS/SPECIES REQU I RED T-I STHD14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-5 MSTA56 (26)-IOd (2) 2X4/2X6 STUDS + +F/SPF 2 2X4 2X6 STUDS T-4 MSTG48B5 (58)- I Od HF/SPF T-5 HD1B (5)- 5/41 5-1/2" MIN. SSTB28 (1/8") DF/SP MIN. 24-7/8" EMBEDMENT OVERALL 16'-O" 20'-IO" I5'-2" 10I-2" PI-2" (2) 2X STUDS 8 PLATES (2) 2X STUDS B PLATES --- ------------- I I I I I I I J 4" GONG. SLAB ON 4" GRAVEL PILL ON+PQ� O 11I GOMPAGT EARTH - SLOPE 1/4"/FT. I #4 STUB STEEL �� 18" O.G. MAX. ® �+- PTLIDI20005# I500 P51 I I O O z vR�-�� PAD REQUIRED I N� ------- ----------------- Xz I N� --- - - - - - - - - - - - - - - - -s-------- I F F F F F F F � IL-i L-1 4X10 'L-1 L-1 L J L J L-1 L N N N N N I N 6 MIL. BLACK VAPOR N BARRIER TO 2" SEAMS 7 4x4 P.T. POST (4x6 ® BEAM LAP ® ALPL 24/24/8)GONGOPAL7LTYP. UNLESS OTHERWISE NOTED I N N N N N 2'- S'-10" S _ S'_1 2'-6" 4'_8" 4'-O" 4'-O" 4'-O" 4'-2" S'- I" S'-10" S _Q' _O -IF -II 7. F 74X1 7. F � F XI F I idi I M ii J L_ L_J Lit -� L- L- L--1 �� F -1 F -1 F -14xIOF- -1 F - N jl ABu.I I N I r Xl I �< r-1 L — — — F ZZ XIOFI IPI-4" � I I r-- DU L_-1 L_-1 L_-1 =c�6+ A +'a ° 18"x24" \ii�d o GRWL. \\ ly AGGESS I I I INS 4 WS I I I I I L I 4" GONG. SLAB ON 4" GRANULAR BED I �" c. co eLA oN — F 4" GFZAIIEL FIL ON I I ON TAMPED GRADE SLOPE B" TO O.H. DR. I cO Lr e I I 04 5TUE3 s EL ® I " O.G. AX. ---� LAzl r---� Rid/� I I I `� L� -- L------- r�� I I PI-4'I GONGRETE �� Q�� STEM WALL TO48"ABA.. �P f GONT. FOOTING 0� F- r J ® O.H. DOOR - 6 —LI — — STEM WALE L TO 48" ABV. EDGE OF SLAB I GONT. FOOTING SLAB ---------- A.O.H. a DOOR ------------- ------ EDGE OF SLAB CONCRETE — — — STEM WALL L- I TO 48" ABV. SLAB X STUD PLATES L-I L-I (2) 2X STU S B FLA s (2) 2X STU B PLATE S S 16'-5" R.O. 1'_4 6'-6" 5'-O" 1'-6" IGi'-O" 50'-0" OVERALL 1 PDTN. VENTS, TYP. _ —18 "x6' SCREENED G REQUIRED I I m i I a I n�� :I 1xd aryD' I Nm 61 �T I � I N I b" GONG. FOUNDATION WALL TYP. a 2-5TORY II "x"7" CONT. GONG. FOOTING TYP. a 2-STORY m FOL N=IAT 1 ON f=Li44,'N. A -7 12571 REG I STERELJ ARCHITECT 1�IIG117 Well JOHNSON STATE OF WASHINGTON V J U M M w 3 U z U H �1 00 00 U m ^, Z_ W O �XXO� N S�Q U m5� u� a) m� N N z� az VI O O v 7- r O rim A .O OA L date: I I-zG-18 permit: revisions: drawn by MWJ �heciced .by: Oi= RECEIVED Mar 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE CGENERAL NOTES SCALE: 1/4" = 1'-0" Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor 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 such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS a 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. SOLID BLOCKING 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 +-72" OF DRAIN, SHALL BE SAFTEY G1-A55. SHOWER FLOW 15 LIMITED TO 2.5 GAL/MIN. EXHAUST FANS LARGER THAN 50GFM MAY BE GONNEGTED 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 LEGEND: BEARING WALL BEARING ABOVE FLOOR LINE ABOVE PT. BV. /. A^� POINT LOAD ABOVE t MULTIPLE 2x STUDS a POINT LOAD O SMOKE DETECTOR IIOV INTERCONNECTED W/ BATTERY BACK-UP. PER IRG 314 OCARBON MONOXIDE DETECTOR PER IRG 515 C�ARA(�E NOTES: 1. GARAGE/L I V 1 NG SEPARATION, USE 5/5" TYPE 'X' GWB AT CEILING/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND CEILING. 5. USE 2 LAYERS 5/5" TYPE 'X' GWB AT CEILING WHEN USING TJI's INSTEAD OF WOOD JOISTS. HEATING NOTES: + INSTALL PER ASHRAE aOA-bb + la" PLATFORM OF 2 LAYERS 5/4" PLYWOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +15" MINIMUM ABOVE SLAB. F I REPLACE NOTE: '0' CLEARANCE FIREPLACE W/ DIRECT VENT FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED 5/5" TYPE "X" GWB TO ROOF SHEATHING FIREPLACES 8 STOVES MUST BE D.O.E. APPROVED 8 BE TESTED, CERTIFIED 4 LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. * * * SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, $ DETAILS. u, eRi. 0 rl� J J 0 0 L(� OVERALL 1 20'-10" 5'-10 1 6 1_4 1 6 _4 1 4'-2 8'-O 8 -O Z Z Z 2 CSI& STRAP BOTH SIDES OF BEAM TYPICAL AT BEAM TO 0060 XOX SLDR. HALL/POST CONNECTIONS ALL BUILT UP STUD/ COLUMNS USE Ibd NAILS ® 1211 O.G. STAGGERED TO ATTACH MEMBERS. NAILING IS TO OCCUR AT THE FACE OF THE STUD PI-2" PI-2" y-P B-4 5-I/8" X o 6 (2)4 PLATTES (�4 PLATTES 7-U05 15" G.L.B. oS�6 I5'-2 DRAFTSTOPPINCG NOTE: DRAFT STOPPING TO BE INSTALLED TO ALLOW FOR LESS THAN 1000 SOFT OF OPEN AREA WITHIN THE FLOOR TRUSSES PER IRG SECTION 502.12. USE 1.2" INCH GYPSUM WALLBOARD OR 5/8" WOOD STRUCTURAL PANELS PARALLEL TO THE TRUSSES WHERE INDICATED. SEAL ALL GAPS AND HOLES TO PREVENT THE SPREAD OF HOT GASSES AND SMOKE Q Q X Z 0 —0 F.P. FLUE TO EXIT OUT 0 _ (� Q OF PATIO 60 O XO covEREa ROOF -ANGLE 6 60 XO 6050 O SLDR. l� SLDR. PATIO FLUE WITHIN ROOF SLDR. ( CARESS) O m J lli (S.G.) GONG TO C�EET PROPER CLEARANCE O I t III DINING di 0 16 6 ROOM m 6 0-1 I - FOR VERIFY DRAIN LOCATIONS PLUMBING SELECTED- ADD III II HDWD 5'-O" B— 4XIO I I B-2 1/8" X 10-1/ C5.L.B. B- XIO - RU55 AND OFFSET LAYOUT 1 O MI55 DRAINS IF NEEDED III V 2+ I I 7T O � ^� la DO BLE I DED ZERO LEA NGE - IECT VIENT N � Iw I w 6A5 FIREP AGE III I � _ (Y I �< III p - 6 r o- z o _ II -� GueS BDR III L 0 N I w X I GARFET 0 0 - GREAT N I m m 1 4'-5" 1- SINK DW I ROOM � KITGHDEN HDWD 06PJ Ili I 4'-O" 5'-2" ISi O �` /r I OLD BI-I�B � G.v. 10o G A V. _ N X Q --+'-I 5'-o'iI �S���OPNG.vrol— I I I J —_— —P+ S PANTRY I �RJ� A o�N GIRDEi ��J" TRUSS +R 4X10 I o O GF _ J < Q N III O (� — — — F `� w i OI 0 w z Lu 0)Qln I \ �j Q 0I I v PO ER - _ O 0 III _ = OQ-I I 1 �1 2 1 T1LE1 m Zz 0 TLIN 6� '0 N 34°x6o" m 6 OWER / - Q� f E=LE=C. SELF CLOSE HEAT�.. �'+ PI-4" ry+ ry+ GL. T^1 LINEN + 72 ° w.: HST HEAT DOTEEL D ER N� PT � �✓'-O" 5'-6" 18"x2�" BOLLARD N VAULTED UP -jMINIMUM w d)Z II PACE FOR ACCESS OP. - O / - — — mT. INS it WS DOOR X L to 0 r III m 18" FLOOR TRUSSES ® 24" O.G. �O III 1)\ -� UNLESS OTHERW 1 SE NOTED �0 WQPEF2 DEN-ET I II q w T m C7ARAGE 21 I — - — — — GONG �'� xi G vErzE+� 0RCH ��,� IN GIRD R TRU s III 0 � III EDT O n� 1L — N (0_OF _LINE O.H. DOOR _ _ _ _ _ _ _ _ � + I IN UPRIGHT � POSITION� X� _LINE OF O.H. DOOR _ 4X GIRDER O I I IN UPRIGHT POSITION TRUSS L • = I I G TDER RUSS I m I 8080 O.H. I Ef A srop 19 �o�l� OOOR 6046 XO SLDR. O GARAGE DOOR U T (EGRESS) W/ _I — — _ 6020 TRANSOM �Q SET 6046 21" 1 4X12 II'-O" LONG 160 O .H. G RA E DOOR ABOVE FLOOR HOLDDOWN SCHEDULE MAR< HOLDOINN/ FASTENERS NOOD MEMBER ANCHOR STRAP TH I GKNESS/SPEC I ES REOU I RED T-1 5THD14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-16d (2) 2X4/2X6 STUDS HF/SPF T-5 MSTA56 (26)-IOd (2) 2X4/2X6 STUDS HF/SPF 2 X X STUDS T-4 MSTG48B3 (58) - I Od HF/SPF T-5 HD-7B (5)_ 5/4" 5-1/2" MIN. S5TB28 (7/8") " DF/SP MIN. 24--1/,5 EMBEDMENT (2) 2 STUC75 8 LATES -(0" 11'-O" >" . I 2) 7 PX TUC I " B PL TE GUT SLOPE OF GB-2 ROOF INTO 5-1 /8 „ X FLOOR TRUSSES IGi'-O" LONG 50'-0" OVERALL '-6 "I 5'-5 5'-5 6'-6" I. 5'-O" -7'-6 " MAIN � L. CCU IF= ,LAN 125-/1 REG 15TERED ARGHI TEGT MIG 11 V WAYNE JOHNSON STATE OF WASHINGTON V J r^ V J U00 m 00 0 Q 0 U H z U � .00 U Cd O r c� O O 00 m 6 ^`Z_ W � O <OK I S U m�� n 4) '� z az 00 0 v• 7- S Z 4.1 0 �A 0_ 1 Z m0 �n r L♦MM� date : 1 1-2Gi-18 permit: revisions: drawn by: MWJ �heciced by: O � RECEIVED Mar 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE GENERAL NOTES SCALE: 1/4" = 1'-0" Nritten dimensions on this drawing shall have precedence over scaled dimensions. Contactor 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 Gondition5 shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall aGGapt full responsibility for the cost to rectify same. A A-7 NOTES: ALL EXTERIOR HARM HALLS TO BE 2 X 6 STUDS a 16" O.G. TYPICAL. ALL HEADERS TO BE 4Xb DF#2 UNLESS NOTED OTHERNISE. FUR -OUT HEADERS TO MATCH 2 X 6 NALLS. SOLID BLOCKING UNDER ALL BEARING NALLS. TUB/SHOVER UNITS SHALL HAVE FIRE BLOCKING BETNEEN NALL STUDS AND NATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING NINDONS NITHIN +72" OF DRAIN, SHALL BE 5AFTEY GLASS. 5HONER FLON 15 LIMITED TO 2.5 GAL/MIN. EXHAUST FANS LARGER THAN 5OGFM MAY BE GONNEGTED TO 4" SMOOTH NALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUGT IS 5" DIAMETER NI TH A MAXIMUM RUN OF 15' COMBUSTION AIR REOU I RED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING NALL - — — — — BEARING ABOVE FLOOR LINE ABOVE PT. LD. POINT LOAD ABOVE ABA/. c MULTIPLE 2x STUDS a POINT LOAD O SMOKE DETECTOR 110\/ INTERCONNECTED N/ BATTERY BACK-UP. PER IRC 514 OCARBON MONOXIDE DETECTOR PER RC 315 SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOGATIONS, SHEAR WALL NAILING SGHEOULE, a DETAILS. Win'-n'� n�/1=RA1 I I LINE OF PORCH BE ON 1 m 5040 X0 SLDR. I Q OW IIII IIII ILRB-1 4X I O III o � MASTER IIII 0 � = B�DRooM � OGARPET IIII +(0 Q0 60" x 36" Dii�OP IN 34"x60" OVER / PA $ G. — — — pas \� m GL. T J N +72" I o IIII N I �[ X z N IL O O 50 (_1FM I O BEDROOM 2460 FAN ®uT0- Inn m MASTER � 15ATH LiLil GARPET TILE 24 8 ---- O ILk O C) LINEN �00 I NS B HS N I 1 — — — — Pa S fV -1'-4" 5'-10" 2X6 HALL 5TAIRGA5E ILLUMINATION 5 LY GO GFM NHOLE HOUSE FAN OPERATING V ELEG. D HEAT H PUMP FURN _ O INCLUDING LANDING- AND TREADS PER RG R303.6 3G" TALL NALL BI-FOLD 5'-.2 O BATH ®F VTO ' %� 'n 'n m - - GONTINUOSLY IN ACCORDANCE N17- fL HG / NO. AP mV V Z Z = O ASHRAE 62.2 m O VINYL _ O- FRESH AIR TO BE NHOLE _ _ PRO�/IDED KITH HOUSE LAUNDR,r 1 VENTS AT ALL W 90 INY Z OPERABLE NINDONS QJ GFM FAN W \ a Mo uT0 oi-� PaS — — — TUB/SHOVER 1 Z 0- ^ n/ \ \ 0 OR.O. = 5' O-%4" — NIii I 2868 \ SEE NOTES isMSTC66B3 Q AT AT(2) _ T D s _� --''�"�S �L+ �O6 2 PLACES THIS ��� BI-FOL N SHEAR WALL _ OBELOW O 'x� 5068 = < B1-FOLD BEDROOM N N THREE O LL GARPET -1 Q BONUS 0 � �°T BEDROOM 5 2 ROOM r q) Cr �ZQ�d FOUR GARPET I X LL N GARPET 0 � m 0 I 0 I 0 I 0 I 0 I Ill HOLOOONN E;<,HEOULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP TH I GKNESS/SPECIES REOU I RED T-I STHZ- )14/14 RJ 24-I6d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (S4)-I6d (2) 2X4/2X6 STUDS HF/SPF T-S M5TA56 (26)-IOd (2) 2X4/2X6 STUDS HF/SPF 2 2X4 2X6 STUDS T-4 MSTG48BS (S8)- I Od HF/SPF T-S I-ID1B (S)_ 5/4" 5-1/2" MIN. 55TB28 (7/8") DF/SP MIN. 24--7/8" EMBEDMENT UFIF=EZR �L.00R IF=L.�N SEE GENERAL NOTES SCALE: 1/4" = 1'-0" 125-f 1 REG I T TERED ARCH I TEGT MIGHZEL WAYNE JOHN50N STATE OF WASHINGTON V J U M, M. w � W U z O ~ t12 C!J00 N �LLn U U U 00 O O 00 m ^` 6 0 <�K N = sw0 U map n N m� N 4) z IL z V■ O O w• 7- - L s� 4.1 j - • pL I 7- O O L �ju date: I I-Zq-18 permit: revisions: drawn by MWJ checked �by: E7 E= E= F O� RECEIVED Mar 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dimensions on this drawing shall have precedence over scaled dimensions. Gontactor 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 such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. SAVE PROTECTION PER IRG R302.1 IF EAVES ARE YN I TH I N 5' OF THE PROPERTY LINE, THEN A ONE HOUR FIRE RES I STANGE RATING IS REOUIRED IF THERE ARE B 1 RD BLOCKING VENTS OR CABLE END VENTS. IF THERE 15 SOLID BLOGK I NC AND NO VENTS, THEN THE FIRE RES I STANGE RAT I NC CAN BE REIDUCED TO ZERO HOURS. GOR-A-VENT IN -VENT. INSTALL 56" FROM EDGE OF EA\/E. PROVIDES 6.75" 50 IN. NET FREE VENTILATION AREA PER LINEAR FOOT. USE GOR-A-VENT ONLY OVER CONDITIONED SPACES SOLID BIRD BLOOK I NG AT WALLS 5' OR LESS FROM THE PROP. LINE I" SLOT 2X6 EXTERIOR WALL TRUSSES PER PLAN ONE HOUR EA�/E DETAIL ( IF PLAN REQU I RES) ROOF FRAMING NOTES GUT RAFTER TAILS TO MATCH 2x4 TRUSSES CONNECTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF PITCH SHALL BE 5:12 TYP I GAL UNLESS NOTED OTHERWISE ROOF OVERHANG SHALL BE 12" U.N.O. 0 DS TRUSS NOTE 2x6 OVERFRAMING BEARING BELOW DOWNSPOUT ALL TRUSSES SHALL HAVE: 1. STRESS ANALYSIS AND DRAW I NOS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON PRE- MANUFAGTUREO TRUSSES. 3. BRACED TO MANUFACTURER'S SPEC I F I GATI ONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEPT. FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING I NSPEGTI ON. 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING GALGULATI ONS. 6. ALL TRUSSES SHALL HAVE SIMPSON H- I GL I PS AT ENDS. WHERE TRUSSES ARE PARALLEL TO WALL, USE SIMPSON L30 AT 1-11 DSPAN. USE SIMPSON STC GL I PS AT NON -BEARING WALLS .I�1. ��_ ROOF VENTING CALCULATION -PER 2010 IRG 1 8345 SOFT AREA 500 = & • 15 SOFT REQU I RED (6.15) X (50%) = 5.0�5 SOFT MIN. REQU I RED AT EAVES T1'P I CAL TRUSS BLOCK HAS (4) 2 CD SCREENED HOLES PRO\/I D I NG 6.2B SO. IN. (.044 SOFT) PER BLOCK. APPROX I MATELI' 40 VENTED BLOCKS = 1.-70 SOFT PROVIDED 10 NET FREE NCHES PER LINEAL FOOT FOR COR-A-\/ENT (.085 SOFT) 20 FEET PRO\/IDED= I.0 b SOFT (6.15) X (505?6)= 5.08 SOFT MIN. REQUIRED 1NITHIN 5' OF THE RIDGE AF50 ROOF JACK VENTS= .54 SOFT EACH VENT PRO\/IDE 10 AF50 \/ENTS= 5.40 SOFT PRO\/IDED TOTAL VENT AREA PRO\/IDED= C .8Z SO FT DS VENT _ONO A DS tig ROOF 12"RA�INCE i=LAN SEE GENT=RAL NOTES SGALi=: 1/4" = 1'-0" 12a71 REG I5TERED ARCH I TEGT W Mir -Hi L YNE JOHNSON STATE OF W.45HINGTON U0 w � W U O H z �U V r ^ u � H +V.� 00 00 00 r m 0� N w� 0 00 N -c Q U m L � u� a) m� N N '� z J z ,an V1 O O V• 7- - FI s M 0_ I 7— W .O ■ O L date: II-2�f-18 permit: revisions: drawn by MWJ G%1PGiGPd by: SH��T O� RECEIVED Mar 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any varlatlone from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responslbillty for the cost to rectify same. 201 �5 NASH I NG-2TON. STATE ENERG-2'i' GODS *ALL GL I M'ATF- ZONF-S (TAOLE FENESTRATION SKYLIGHT GLAZED CEILING WOOD FRAMED FLOOR BELOW GRADE SLAB R-VALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE AND DEPTH SHGC 0.20 0.50 NR R-4ci R-21 R-50 10/15 R-10, 2 FEET (PRESCRIPTIVE R-21 +TB *TABLF- 406.5- 1=-Nr=RGY (S 1 NCGLF- FAMILY) TH 1 S PLAN REOU I RES 6 GRED 1 TS SINGE IT 15 OVER 1500 SQUARE FEET AND UNDER 5000 SQUARE FEET OFTION GRFD 1 T HEATING OPTION 2 HEAT PUMP (ELECTRIC) 1.0 ENERGY PRESCRIPTIVE COMPLIANCE 15 BASED .S OPTION ON TABLE R402.1 .1 1N I TH THE FOLLOWING 1.S MODIFICATIONS: VERT I GAL FENESTRATION U = 0.28 FLOOR R-S8 SLAB ON GRADE R-1 O PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE R-1 O PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL GONDUGTI\/E UA BY E9 ENERGY AIR -SOURCE CENTRALLY DUGTED HEAT PUMP 1.5 1I 1 OPTION WITH A MINIMUM HSPF OF 11.0 ICI W/ POSITIVE DRAIN TOLINE 1 M jSTORM SYSTEM ENERGY HVAC EOU I PMENT AND ASSOC I ATED DUCT 1.0 OPTION SYSTEM(S) INSTALLATION SHALL COMPLY 4.2 WITH THE REQUIREMENTS OF SECTION R405.5.7. LOGAT I NG SYSTEM COMPONENTS IN GOND I T I ONED GRAWLSPAGES IS NOT PERMITTED UNDER THIS OPTION. ELEGTR I C RES I STANCE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER THIS OPTION. D I REGT GOMBUSTI ON HEATING WITH AFUE LESS THAN 8096 IS NOT PERMITTED UNDER THIS OPTION. ENERGY WATER HEATING SYSTEM SHALL INCLUDE 2.0 OPTION THE FOLLOWING: ELEGTRIG HEAT PUMP E'E WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANGED WATER HEATING 5PEG I F I GAT I ON TOTAL 6.0 CREDITS Sr=GT 1 ON SEE GENERAL NOTES eC ALE: 1/4" = I'-O" STORM SYSTEM VE 1.071 REGISTERED ARr-H I TEGT ESI)CL WAYNE JOHNSON ATEE OF 1NASHINGTON VJ U M M r� rT, U U u f op 00 �+ w 00 M 0 r m Z 0� � mt11� N z T J az VI O — F s� �A .O O�i date: I I-2q-18 permit: revisions: drawn by checked �by: MWJ SHE=E=T Of RECEIVED Mar 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Wrltten dimensions on this drawing shall have precedence over scaled dimensions. Contactor Shall verify all dimen5lon5, 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 such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. 5HEAR ■ lAii 5CH =)ULr= PER 2015 15G GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOHNS, ANCHOR BOLTS, WASHERS, $ NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL SPACING SILL OPTIONAL BASE HEM FIR #2 -7/I6" TOP 4 BTM. ANCHORS BLKG. MARK PLATE 5IMP50N MASAP PLATE VALUE PLYWD. EDGES FIELD PLATES crera RB EGYD• ANCHOR OLT ANCHORS NAILING e all (#/LF) PI-611 8d 611 12" 611 1511 O.G. 2x4 5/811 @ 4511 @ 48" 4 ENDS (2) Ibd @ 10" 240 PI-4" ad 4" 12" 4" 16" O.G. 2x4 5/8" ® 32" @ 30" $ ENDS (2) Ibd @ 7" 34G PI-311 8d 311 1211 311 14" O.G. (2) 2x4/b 5/8" ® 24" @ 24" $ ENDS (2) Ibd @ 5" 450 PI-211 ad 2" 1211 2" 12" O.G. (2) 2x4/b 3/4" @ 24" @ IS" $ ENDS (2) Ibd 0 5" 585 P2-611 * 8d 611 1211 611 10" O.G. (2) 2x4/6 5/5" ® 24" N/A (2) 16d @ 5" 480 P2-411 8d 4" 1211 4" 8" O.G. (2) 2x4/6 3/4" @ 20" N/A (3) Ibd 0 5" 700 P2-5" ad 311 1211 511 811 O.G. (2) 2x4/6 3/411 @ I611 N/A (4) 16d 0 5" GOO P2-211 ad 211 1211 2" 8" O.G. (2) 2x4/6 5/4" @ 12" N/A (4) 16d @ 4" 11-70 "NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS $ PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS OR (2) 2X MEMBERS PER I BG 2018 AND SDPWS-2018 PER SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC, GHAPTER 4.3.7.1 #4 EXPEGTION; (2) 2X MEMBERS ARE OK IN LIEU OF 3X MEMBERS STITCH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH Ibd NAILS @ 12" O.G. STA6ERRED ON THE STUD FAGE GABLE ENDS TO BE SHEATHED IF SHEAR WALL IS BELOW 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 BLOGK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR HALL NOTES 711611 OSB OR PLYWOOD SHEATHING - USE ad COMMON OR GALVANIZED NAILS. BLOGK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL @ 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPAGING IS SPEGIFIED AT PANEL EDGES, USE 1-1/2" ad SHORT NAILS OR 3X STUDS WITH ad COMMON NAILS. FOR 2" NAIL SPAGING, 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 ad COMMON NAILS (9 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES 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 4b" O.G. @ EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SGUARE WASHERS AT ALL ANCHOR BOLTS. PLATE HASHERS TO BE INSTALLED WITHIN 1/211 OF SHEATHING 7/16" OSB OR PLYWOOD SHEATHING -STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 GA. STAPLES ® 15 6A. STAPLES @ 14 6A. STAPLES 3" O.G. - 250 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-1/2" O.G. - 430#/ft. 311 O.G. - 3G0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. ® 6" O.G. - 620#/ft. FIELD SPAGING: 12" O.G. NAILS $ STAPLES. HOLDONNS - INSTALL SIMPSON HOLDOWNS OR USP HOLDOWNS AT THE END OF SHEAR HALLS WHEN SHOWN ON DRAWINGS. PER PLAN, SIMPSON 5THD14 OR USP STAD14 SIMPSON M5T36 OR USP M5T136 5IMP50N M5T48 OR USP K5T248 SIMPSON HDUS OR USP TDXIO Cka" ANCHOR BOLT MIN. SIMPSON MSTG48B3 OR USP MSTGB4B3 24" EMBEDMENT, 3" BOLT INTO (3) 2x4((b)) PER PLAN 2x TOP PLATE HEADER NAIL SHEATHING TO HEADER ® B" O.G. B.W. EXTEND TO END WALLS (2) 2x STUDS CONNECT PLYWOOD W/ 5d NAILS ® 3" O.G. TO ALL 5TUD5, PLATE5 B HEADERS BOTH SIDES APA RATED 5HTG. %" MIN. 24/0 EXP. I n n I I I STHD14 WooD II I To CONCRETE I GONNEGTOR5 OR III II II EQUAL (3) #4 VERTICALS I I i i I - 3x PLATE OR 2-2X NAIL SHEATHING #4 #4 OF; HORIZ. ® TO EACH PLATE I 3/4" 0 X 10" A.B. W/ 3"X3"XI/4" PLATE WASHER O STEM WALL CONT. FOOTING 1 ' ELEVATION VIEW OUTSIDE OF GARAGE GARAGE DOOR F7/l7//,,--6 2" INSIDE OF GARAGE PLAN VIEW OF CONCRETE STEM WALL I LATERAL RESTRAINT PANEL L-I SEE GENERAL NOTES NO SCALE SHEAR WALL PER SHEAR WALL CALCULATIONS Y SHEAR WALL SIMPSON M5TG48B3 STRAP PER PLAN NAIL BOTTOM NAIL PER PLATE TO TOP TRUSS CHORD SPEEC I F S � BELOW PER SHEAR WALL SCHEDULE CIFIGAT I ONS I FLOOR TRUSS PER TRUSS MANUFACTURER g" FLOOR TRUSS I� TRUSS MANUFAGTURTER TO PRO\/IDED 4X6 CHORDS I AT MSTG4863 STRAP LOCATIONS FOR NAILING THE STRAPS SHEAR WALL AT FLOOR TRUSSES L-I (TRUSSES PARALLEL) NO SCALE IOd a 4" O.c. - ROOF IOd a 4" O.C. - ROOF SHEATHING TO TOP SHEATHING TO TOP CHORD TRUSS. CHORD TRUSS. TRUSS O\/ER PLYWOOD ROOF S.W. TO HAVE PLYWOOD ROOF SHEATHING 011 O G I NEAT � SHEATH I NG TRUSSES OR RAFTERS PER TRUSSES TRUSSES PLAN PER PLAN PER PLAN ROOF 5HTG -NAIL PER SHEAR WALL 2X NAILER - SCHEDULE NAIL TO BOTTOM 8d ® 6" O.G. CHORD W/ 16d A35 CONTINUE CLIPS SHEAR WALL 2X BLKG. W/ 16d 3/4" PLYWOOD ® 24 TO ROOF a a" O.G. 8 VENT O.G. HOLES (RIP BLK'G.) OVERHANG 8 HI ANCHOR FASCIA 241, O.G. 2 ROWS 16d 16d a 4" o.c. SHEATHING PER SHEAR NAILS a 6" o.c. PLYWOOD TO SCHEDULE PLYWOOD TO NAILER TOP PLATE SHEAR WALL SHEAR WALL 2X STUD WALL PER PER ® 16" O.G. SCHEDULE SCHEDULE 3 SHEAR WALL PARALLEL TO TRUSS L-I NO SCALE 4 TYP. SHEARWALL TO ROOF L-I GONNEGTION NO SCALE 12871 REGISTERED ARCH I TEGT MIGH L WAYNE JOHN50N STATE OF WASHINGTON VJ U00 00 0 rT1 � z ° U H 6 U Or ^ V J � 0 Cl� CD N 00 U z00 � � x r r 0 0 00 - m Q Wu z_ 0 N -C U mt o n z� J z .an VI LO L Ile 0 0 7_ — FI m to S 7 4.1 � nA 0 ,z mr0 � F W L O 1 date,-: 1 1-zq-18 permit: revisions: drawn by: MWJ checked by: I RECEIVED Mar 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT iNritten dimensions on this drawing shall have precedence over scaled dimensions. Gontactor 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 such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. 24" GARDBOARD BAFFLE ALLOW FOR I" AIR SPAGE MIN. EXTEND 12" ABOVE INSULATION.—., 50LID SHEATHING OR GDX PLYWD. WHERE EXP05ED TO WEATHER T/�r7) i"'JI IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'6. W/--/ 2" SCREENED VENT HOLES WITH 1/4" GORRPSION RESISTANT METAL MESH GOVERIN6 FIN. FLR. TOP PL. (2) 2x TOP PLATE, LAP GOF OFFSET END JOINTS BY 48" Trb" 055. OR PLYWD. SHEATHING. NAIL b" EDGE, 12" FIELD WITH Sd NAILS UNLESS NOTED OTHERWISE 2x STUDS @ 16" O.G. TYP. SIDING, SEE PLAN FOR TYPE 2x BOTTOM PLATE 2x P.T. SILL FIN. FLR. z- 4"(P D.S. T16HTLINE, POSITIVE DRAIN TO STORM SYSTEM FIN. GRADE TO SLOPE AWAY FROM BUILDING 0 4"(P PERF. FOOTING DRAIN TILE W/ GLOTH COVER 8 GRANULAR GOVER AS REOV. BY SOIL GONDITIONS ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OB5 SOLID GDX 24-0 PLYWOOD SHEATHING; 8d @ 6"O.G. EDGE Sd @ 12" O.G. FIELD (7/16" OSB AGX PLYWD @) EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH Sd NAILS, U.N.O. Z 7 N HANDRAIL: GRIP I%4" - 2" PROJECTION FROM WALL NO LE55 THAN I%2". OPEN RAIL: APPROVED TRUSSES BEARING OPEN SPAGE BETWEEN MANUFAGTURER'S SEAL. PIGKET5 SHALL BE SEE ROOF FRAMING PLAN LE55 THAN 4" GLEAR - FOR SPAGIN6 INSULATE PER W5EG LI\/ING AREA FIRE BLOCK ALL VERTIGAL OPENINGS IN WALLS AT PLATES AND FLOORS ENGINEERED JOISTS/FLOOR TRUSSES, SIZE AND 5PAGIN6 PER PLAN OR 2X JOISTS i2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER @) WALLS AND GEILIN65 1_I\/INO AREA FIRE BLOGK ALL VERTIGAL OPENINGS IN WALLS AT PLATES AND FLOORS R"X 10" ANCHOR BOLT W/ 3"X3"X" PLATE WASHERS o 45" o.c. NO LESS THAN 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 NAILING SCHEDULE. / 2X4 STOP 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONCE IN TOP $ BOTTOM OF RUN BETWEEN STRINGERS s ALONG RUN BETWEEN STUDS USABLE SPAGE UNDER 5TAIR5 TO BE I HR FIRE GONSTRUGTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR GEILIN6) m t- NOS I N6 HANGER °o 3-2x12 STRINGERS Q LU 2X4 BLOCKING Z (FIRESTOP) d) — F I REBLOGKS STAIR NOTES: S7A I R �ET�t I � — TYF I CAL RISER HEIGHT = —3/4" MAX. 2 TREAD DEPTH = IO" MIN. C� I SCALE: N.T.S. 3/4" T$6 PLYWOOD 5UB-FLOOR (GLUED $ NAILED) NAIL 6" EDGE, INSULATE PER WSEG., 12" FIELD W/ IOd NAILS. �R-35 48" MAX. UNBALANGED (TALLER WALLS PER PLAN) REBAR PLACEMENT SEE DETAIL ON 6-1 z17— GRAY `4L SFAC E SEE FOUNDATION PLAN FOR BEAM 51ZE ff POST SIZE / SPAGIN6 q0# FELT a 6 MIL. POLY VAPOR BARRIER a a a ALL REINFORCEMENT MUST BE TIED IN PLACE FOR FOUNDATION IN5PEGITON SEE FOUNDATION PLAN FOR FT6. / FDN. SIZE ALL FOOTI N65 TO BEAR ON BEARING SOIL 7"'F I GAS IlloNAL.L. SF.GT 1 Oils 6I SCALE: N.T.S. TOP FLANGE J015T HANGER PER PLAN SOLID B1-06KIN6 BR6. WALL ABOVE TYP. ENGINEERED JOISTS, SIZE AND 5PAG I N6 PER PLAN, 2x4 GUSSET EA. 51DE - "S I MPSON" H6AM I O POST TO GONG. SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTI N65 TO BEAR ON BEARING SOIL n IRE 4" GONG. 4" 6RANI 2x P.T. SILL z_ I ILL TWO #4 HORIZONTAL RE -BAR IN THE FOOTING a a #4 REBAR W "J" BAR 5/8"X 10" ANCHOR BOLT W/ 3"X3"X I/4" PLATE WASHERS @ 45" ox- NO LESS THAN 02" $ NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETG. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING 5GHEDULE. #4 REBAR (g 16" O.G. HORIZONTAL #4 REBAR @ 48" O.G. VERTIGAL 3" MIN. GLR. TYP. ALL FOOTIN65 TO BEAR ON BEARING SOIL STIR. r-OUN::�A71 Oil DF.TA 1 L. 6 SCALE: N.T.S. PER IRG R403.1.3 6 R403.1.3.1 NASH AND ASSOCIATES GENERAL NOTES: I. All construction per applicable codes and ordinances. 2015 IRG, IBG.-2018 WASH I N6TON STATE ENERGY GODE 2. Verify all dimensions on job site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will verify window alzes and manufacturers) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2018 IBG. 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before fabrication. -f. Owner will verify electrical and heat layouts with installer before installation. 8. Under all parallel bearing walls, use double joists or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel walla. q. TJI products to be installed per manufacturer's installation guide and approved reports. All metal connections to treated wood shall be at a 10. minimum; tripple zinc ZMAX (6185 per ASTM A653); Hot Dip 6alvanze (ASTM A125 for connectors and ASTM155 for fasteners and anchors. All bathroom fans, kitchen hood, and dryer ducts shall be 11. 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. GL I MAT I G AND CGEC(5RAPH I G DESIGN CRITERIA: TERMITE: SL16HT TO MODERATE DEGAY: SL 16HT TO MODERATE WINTER DESIGN TEMP: 22 IGESHIELD REQUIRED: NO FLOOD HAZARDS: 2005 I gcI2 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 DES I GN DATA: ROOF LOADS: LL 25#/SF (SNOW) DL 15#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/SF DL 10#/5F TOTAL 50#/SF DECK LOADS: LL 60#/SF DL 10#/SF TOTAL 70#/SF SOIL 1500 PSF MINIMUM CONCRETE: 2500 PSI AFTER 28 DAYS (5i2 SACK 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 2015 IBG (GRADE 60) WOOD PER 2015 IBG NAILING PER 2018 IRG NAILING PER TABLE R602.30), R802.10 WIND: 85 MPH (110 REDUCTABLE VIA CALCULATION) SEISMIC: SEE GALGULATION PACKET WEATHERING POTENTIAL: MODERATE FROST LINE: 18" E.F.P.: 45 PSF 4" BEAM: DOU6LAS FIR #2 ro BEAM: fv = 85 fb = 875 PSI E = 1,600,000 4 POST: DOUOLAS FIR #2 6" POST: fv = 85 fb = 875 P51 E = 1,300,000 JOISTS ff RAFTERS HEM FIR #2 STUDS: fv = 75 fb = 850 P51 E = 1,300,000 6LU-LAM BEAMS: fv = 165 psi fb = 2,400 psi (reduced by size factor, GF*KI) E = I ,BOO,000 ps i NOTE: VARIATIONS FROM THE ABOVE LUMBER 6RADE5 WILL BE NOTED ON THE PLANS. 1. SUBFLOOR: T$ 6 PLYWOOD OR OSB APA RATED STURD-I-FLOOR 16" O.G., 3/4" WALL � ROOF SHEATHING: APA RATED 5HEATN6 24/16 7/16" FOOTING FOR : 8" WALL - 18"x 12" FOOTING lb" BELOW GRADE #4 STUB STEEL - 45" o.c. VERT. UNLESS NOTED OTHERWISE 12a'T1 REGISTERED ARGI-I I TEGT MIGH EL YNE JOHN50N STATE OF WASHINGTON N M U U 0 O W 90 Q C� H �j 00 F W z V■ ILI A V date: 02-01-21 permit: revisions: drawn by: RO checked by: SHEET I RECEIVED Mar 12 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT