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APPROVED PLN BLD FIR RESUB 1 BLD2022-1105+Architectural_Plan+10.20.2022_1.54.17_PM+3176589YVrltten dlmenslons on this drawing shall have precadonco ovor scalod dlmenslons. contactor shall verify all dlmenslons, conditions, etc., pertaining to the work beforo proceeding. The Owner must be notifled 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: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, FAINTED OR CEDAR. 2. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR EN\/ELOFE PENETRATIONS. 5. GLAZING PER STATE ENERGY CODE. 4. PROTECTION FROM DECAY 15 REOU I RED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 5. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. Fh. S.G. = SAFETY GLASS ELAE)H I NG NOTE MAXIMUM BUILDING HE 1 GHT (9 5-7G .64' HE 1 G_HT_OF STRUCTURE ® 3-7G.1-V — — N N VERAGE AFFRO\/ED CORROS 1 ON-RES 1 STANT FLASHING SHALL BE AFFL I ED SHINGLE FASHION IN SUCH A MANNER TO FREVENT ENTRY OF WATER INTO THE WALL GAV I TY OR PENETRATION OF WATER INTO THE BUILDING STRUCTURAL FRAMING GOMFONENTS THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. AFFROVED GORROS 1 ON RESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR NI NOON AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR NALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR 5UB5EOUENT DRAINAGE 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION KITH FRAME OR STUCCO NALLS 5. UNDER AND AT THE ENDS OF MASONRY, HOOD, OR METAL COF I NGS AND SILLS 4. CONTINUOUSLY ABO\-/E ALL FROJECTING WOOD TRIM S. NHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A NALL OR FLOOR ASSEMBLY OF NOOD FRAME CONSTRUCTION F6. AT NALL AND ROOF INTERSECTIONS 1. AT BUILT IN GUTTERS 11-16-2022 PLAN REVIEW NOTES: APPROVED WITH CONDITION: A RESIDENTIAL SPRINKLER SYSTEM IS REQUIRED. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS. PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH (1") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. DFM BURT Approved DFM ch ribs �u.rt South County Fire Date: 11 /16/2022 APPROVED BY PLANNING Nov 21 2022 .4 ;.111, UPPER FLOOR P.L. FIN. PLR. UPPER MAIN FLOOR P.L. FIN. PLR. MAIN ® 555.50' DO KISTINCG GRADE o 554.64' STONE VENEER INSTALL FER MFD. SFEG I F I GATI ONS TREATED PLYWOOD BEHIND ALL AREAS WITH STONE UPPER FLOOR P.L. — 8" EXPOSURE HORIZONTAL SIDING TYFIGAL I X4 CORNER FIN. FLR. UPPER MAIN FLOOR P.L. — FIN. FLR. MAIN GALVANIZED MET ROOF (9 FORGH RAISED HEEL =�D��D�� P] BAST r=Lr=\/�T 1 ON SEE GENERAL NOTES SCALE: 1/4" = 1'-0" N ^r=a7 ELr=\'z-AkT 1 ON SEE GENERAL NOTES SCALE: 1/4" = 1'-0" (S.GJ Cs.GJ ASFHALT GOMF. SHINGLES ON 15# FELT METAL GUTTER ON 2X8 FASC 1 A BOARD BOARD AND BATTEN S 1 D I NG- I XS BATTENS © I b" O.G. N/ FL T'NOOD OR HARD I -PANEL BEHIND 12 5 2X10 BARGE BOARD N/ IX5 TRIM GABLE ENDS 5aUAf;ZE F007AGE5 MAIN 14l 5 LJF�1F:1F_Fz I P T 8 TOTAL- 5545 C�AFP, ACS- F_ l 18 FAT 1 O D�GiG I I � ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTING BACKGROUND PER I RG 51 Gi .1 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE r- — - — - — - — - — - — - — - — - — - I SEPARATE PLUMBING PERMIT REQUIRED FOR THIS PROJECT. L- - - - - - - - - - - - - - - - - - - ----------- ------------------------------ INTERCONNECTED SMOKE DETECTORS AND I CO ALARMS ARE A REQUIREMENT OF THIS I PERMIT IN ACCORDANCE WITH R314.2.2. 1 I I---------------------------------------- City Of Edmonds Building Department Work NEW SFR Address 19510 88TH AVE W LOT 2 Owner ; SELECT HOMES Approved Date' 11 /18/2022 Building Official, /�eui�t /�OOfft� , ---------------------------------------------------- Permit Number BLD2022-1105 128'11 FZEG I5TEFZED AFZGH I TEGT MIGI-fA 7 Wxl JOh+NSON STATE OF WASHINGTON VJ � U M W� U H O � U� N U U� 00 m U ^' Z W T /O� I << �wQ r U _O z z .ann VI O m � m > T_ s� 4 o pA date : 08-15-22 permit: revisions: drawn by checked �by: MWJ I RESUB Nov 03 2022 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 some. UPPER FLOOR P.L. FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN SOUTH r=,I_r=\/�T 1 ON SEE GENERAL NOTES eCALE: 1/4" = 1'-0' NOFZ7�4 T I ON SEE GENERAL NOTES !SCALE: 1/4" = 1'-0" UPPER FLOOR P.L. FIN. FLR. UPPER MAIN FLOOR P.L. FIN. FLR. MAIN I2a-7I REG I5TEFZE0 ARr-H I TEGT MIG ,AEL WAYNE JOHNSON STATE OF WASHINGTON V J r ^ U M M w � W Q U z � to U O N H00 H 00 r M O O 00 r m Wz W 0 d T- O U o mD >- n z �Z m �z m }I m < s� 7 �. � �a 0- no 0 oa L date: 08-15-22 permit: revisions: drawn by che��ed �by: MWJ RESUB Nov 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Written dimensione on this drawing shall haves pr®cadonco over scaled dimen5ion5. contactor shall vorify all dimensiona, conditions, otc., pertaining to tho work before proca®ding. 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. SHEAR NOTE: I. SX MATERIAL GAN BE USED FOR ALL MUD51 LLS 2. SET A DOUBLE 2X STUD BEHIND EVERY STHD14 HOLDONN GALLED OUT ON THE FOUNDATION PLAN. SET HOLDONN 1/2" MINIMUM ANAY FROM NALL GORNERS, NI NDON AND DOOR HEADERS. IT IS I MFORTANT THAT THE FOUNDATION GONTRAGTOR HAS THE MAIN FLOOR PLAN SHEET TO PROPERLY LAYOUT HOLDONNS. S. A M5T48 STRAF KITH (2) 1/2" BOLTS INTO THE FOUNDATION 15 A FROFER FIX FOR A M I SPLAGED STHD 14 HOLOONN. NOTES: ALL WOOD IN GONTAGT KITH CONCRETE SHALL BE PRESSURE TREATED OR CEDAR. PRO\/IL7E GRANL DRAIN a LON POINT IN GRANLSFAGE. SOLID BLOCKING UNDER ALL BEARING NALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS I/4" PER FOOT ANAY FROM DOORNAYS. — — — — — BEARING NALL ABOVE FOUNDATION VENT GALGULATION 1465 SQUARE FEET = SOO ci VENTS REOU I RED * * * SHEAR NOTE: 4.88 .5-7 SEE SHEET L I FOR SHEAR NALL LOCATIONS, SHEAR NALL NA I L I NCB SCHEDULE, -$ DETAILS. HOLDDONN 5(f HEDULE MARK HOLDONN/ FASTENERS HOOD MEMBER ANCHOR STRAF TH I GKNESS/SFEG I ES REOU I RED T- I STHD 14/14 RJ 24-1 &d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 M5T48 (S4)-16d (2) 2X4/2X6 STUDS HF/SPF T-S MSTASb (26)-IOd (2) 2X4/2X6 STUDS HF/SFF 2 2X4 2X6 STUDS T-4 MSTG48BS (S8)-1 Od HF/SFF T-5 HD1B (S)_ S/4 5-1/2" MIN. SSTB28 (-7/8") DF/SP MIN. 24-1/8" EMBEDMENT fOUN=A%71Oil f=LA%N 125-f 1 REGISTERED ARCH I TEGT Q .4EL 1YNE JOHNSON TATE OF WASHINGTON V J U00 M 00 0 w � W Q U ��U � U U� N 00 u � � x 00 Mi O O r m �z o � /O I �wQ r U map u� N '� z U) mo Nt luz m >I m s� 7 4. � �Q o V O o L IU 0- date : Oa-15-22 permit: revisions: drawn by: G%1PGiGPd by: "N-i RESUB Nov 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE GENERAL NOTES SCALE: 1/4" = I'-O" Written dimensione on this drawing shall haves pr®cadonco over scaled dimensionS. Gontactor shall vorify all dimensions, conditions, Potc., pertaining to tho work before proca®ding. 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 Gontroctor 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 MATGH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED WITH R- I O INSULATION PER WSEG FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN -I2'' ABOVE THE FINISHED GRADE OR SURFAGE BELOW, THE LOWEST PART OF THE GLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION OEVIGES ARE PROVIDED PER ASTM F 20gO OR R612.5 SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" 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 50GFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXGEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUGT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' GOMBUSTI ON AIR REOU I RED FOR ALL FUEL BURNING APPL I ANGES ILL LEGEND: C BEARING WALL S I BEARING ABOVE r FLOOR LINE ABOVE PT. LD. POINT LOAD ABOVE ABV. t MULTIPLE 2x STUDS a POINT LOAD SMOKE DETEGTOR O IIOV INTERGONNEGTED W/ BATTERY BAGK-UP. PER I RG 514 OGARBON MONOXIDE DETEGTOR PER IRG 515 C-GARAGE NOTES: 1. GARAGE/LIVING SEPARATION, USE 5/8" TYPE 'X' GWB AT GE I L I NG/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND CEILING. 5. DOOR BETWEEN GARAGE AND RESIDENGE SHALL BE-5/8" MINIMUM THICK SOLID WOOD OR STEEL WITH SOLID OR HONEYGOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF GLOSING DEVIGE. 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 HAVE NO OPENINGS INTO THE GARAGE HEATING NOTES: + INSTALL PER ASHRAE GOA-88 + 10" PLATFORM OF 2 LAYERS 5/4" PLYWOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITGHES +10" MINIMUM ABOVE SLAB. F I REPLAGE NOTE: '0' CLEARANGE F I REPLAGE W/ DIRECT VENT FAGTORY BUILT F I REPLAGE SHALL BE INSTALLED PER MANUFACTURER'S SPEGIFIGATIONS AND SHALL HAVE APPROVAL LABEL ATTAGHED 5/8" TYPE "X" GWB TO ROOF SHEATHING F I REPLACES a STOVES MUST BE D.O.E. APPROVED a BE TESTED, CERTIFIED 4 LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. *** SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NA I L I NC SCHEDULE, $ DETAILS. HOLDDONN 5(f HEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANC-HOR STRAP TH I C-KNESS/SPEC-I ES REOIJ I RED T-1 5THD14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 M5T48 (2) 2X4/2X6 STUDS HF/SPF T-S M5TA56 (26)-IOd (2) 2X4/2X6 STUDS HF/SPF 2 2X4 2X6 STUDS T-4 MSTG48B5 (S8)- I Od HF/SPF T-5 HD1B (�)_ S/4 5-1/2" MIN. SSTB28 (1/8") DF/SP MIN. 24-1/8" EMBEDMENT 4G'-10" OVERALL II -6" 20'-0" 6'-5" 6 _S S0 11 PATIO 506 PIG. 506 PIG. TOP OF WINDOWS GONG AT MAIN FLOOR ZERO r-L-EARANC.E TO BE AT £8'-0" 0IREGT VENT GAS F I EPLAG UNLESS OTHERWISE NOTED LINE OF DECK ABOVE -I O I GovERe III III PAT I O _� III �- GO G aOaO SLIDING C=-RE A III CLASS DOOR ROOM III (S.C.) (2) 2X STUDS 111 (2) 2X STUDS S PLATES FOR ALL HEADERS, B PLATES LINE OF FLOOR ABOVE ir BEAMS, JOISTS, AND LINE OF FLOOR ABOVE POST LOGATIONS, SEE SHEET A-5 PANTRY F Lu< III � 248 N- II I DINING __ 2X6 WALL TO 35-I/2" — — — — — — ROOM -1 \ \ / �T � I I>54"x&O" ONE H.S. i o i S �.I l7Z" II I WINE 1DW Iw Il�nm// SOFFIT DOWN REFC�. L I J 50 II l� -1.25'' OVER iGITGHEN BUFFET GABINET H.S. , FA (v lJi I IIIIV RANGE I MATH �T V.T.O. O 100 (-,FM 2'-0' HUB/ O DROP ----- OIIIIj�II}I� I �Ij)� J O ti1 N F rya COUNTER OI I I O LLLIIWIIJI 00 2680 � O O X l(1 8080 SLIDING UP I -T 2880 2 GLASS DOOR RISERS OPNO. GUST L-I in Q Q SU 1 TE - W z GARRET PATIO (i Z MUDROOM w GONG nn// O J H.S. LL ^^ U I I X Q m< tX +� �; a ry a w ,o id)Jll I Y PI-4" LE HEAT — — — PUMP — — — N HQT PI-4" 2468 — to _ — 1e"x24" GRv-lJ 5" STEEL • _ SPAGE I AGGESS 2'-4" II'-4" BOLLARD UPMIOIM 0 INS B 1NSN OA C� 6 �n� _FURN/ HEAT DETECTORO TO BE INTERGONNEGTED Z'2t j� G TO THE ALARM IN Xj POWDER C - THE HALLWAY THAT I A-XIG S. WILL PROVIDE A�GE�S OGGUPANT NOTIFICATION — — SOFFIT DOWN INS 4 WS 2480 ci.25" OVER lb FURNITURE NIGHE C7AR.4GE � I z GONG LINE OF O.H. DOOR Q d) [Y Q _ IN UPRIGHT POSITION Q i-OYES — d — LINE OF O.—H. DOOR — — — — — — — IN UPRIGHT POSITION I I DEN I I I I J ozo I N m w Q I I j 8080 O.H. j GARAGE DOOR - I I 16080 O.H. CAR.ACE DOOR GO RED �� 3Ur POIRCH LINE OF FLOOR ABOVE IG (2) 21 2i E FL ATES M (2) 2X STUDS (2) X STUDS () 2X STU B PLATES C P -ATES PLATES Sk 11'-0" 6060 XO 16 O 1600 SLD . FIG'. PIG. W/ 6016 PIG. BL . (S.G.) 2 �_q �� 2 �_� �� I �_S �� �-O" 4Gi'-10" OVERALL ITHE VEHICLE PARKING SPACE WITHIN THE GARAGE SHALL BE j !ELECTRIC VEHICLE READY- SEE "ELECTRIC VEHICLE I !CHARGING NOTE" ON PAGE 1 OF 3 IN THE CIVIL PLAN SET. AIIN �L.00R CLAN 125-f 1 REGISTERED ARCH I TEGT MIGH.4EL 1YNE JOHNSON STATE OF WASHINGTON VJ U00 M 00 0 w �T� U ��U � U U� N 00 u � � x 00 N` O O m U ^\Z W /O I U map u� '� ♦N V) \z r V1 L0 r m� m > 4 II o pA date : 08-15-22 permit: revisions: drawn by G%1PGiGPd �by: MWJ RESUB Nov 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE GENERAL NOTES eC,ALE: 1/4" = I'-O" 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. dig. .���, 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 NALL5. ALL EXTERIOR HEADERS MUST BE INSULATED KITH R-10 INSULATION PER N5EG FOR W I NDONS NI TH 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 NINDON5 NHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 20G0 OR R612.5 TUB/SHOVER UNITS SHALL HAVE FIRE BLOCKING BETWEEN HALL STUDS AND NATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING NINDONS WITHIN 60" FROM EDGE OF SHOVER SHALL BE SAFTEY GLASS. SHOVER FLON IS LIMITED TO 1.75 GAL/MIN. SOLID BLOCKING UNDER ALL BEARING WALLS. EXHAUST FANS LARGER THAN 50CFM MAY BE CONNECTED TO 4" SMOOTH NALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER KITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING WALL — — — — — BEARING ABOVE FLOOR LINE ABOVE PT. LL7. ^� POINT LOAD ABOVE ABV. MULTIPLE 2x STUDS a POINT LOAD O SMOKE DETECTOR IIOV INTERCONNECTED W/ BATTERY BACK-UP. PER IRG 514 OCARBON MONOXIDE DETECTOR PER IRG 515 SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, ff DETAILS. PT 2X12 LEDGER W/ (2) 1/4" (�) X B-1/2" GALVANIZED SDS SCREWS AT 16" O.G. �cc s (Of0(9 VERIFY DRAIN LOCATIONS 4X I O FOR TUB SELECTED- ADD 4X I O 4X I O TRUSS AND OFFSET LAYOUT ::)F#2 Di-#2 DF#2 TO MISS DRAINS IF NEEDED F4- I X > W L� 2X12 PT JOISTS X AI i1 1 - I — — — — — — —0 11t1 mom B 1 S 1/8 X IS 1/2 T Vill 11 G.L.B. 24F-V4 1 -e JI ABV. PLATE L.,' X m�N 0# X IL It Q OL \ O S W DRAFT STOPPiI NG TO BE INSTALLED J L 1 J TO ALLOW FOR LESS THAN 1000 50FT OF LL OPEN AREA WITHIN THE FLOOR TRUSSES I PER IRG SECTION 502.12. USE 1/2" INCH GYPSUM WALLBOARD OR 3/8" WOOD STRUCTURAL PANELS PARALLEL TO THE TRUSSES WHERE I ND I GATED. SEAL ALL (�AFS AND SPREAD OF HOT HOLES E VENT E ASSE S ANDSMOKE ., # XW _DRAFTSTOPP I NG 4xio DF*k2 I tK �j/c 4X I O DF#2 �T �T �L7<<1 GB-2 5-1/5" X IS" G.L.B. 24F-V4 20'-0" LONG FIELD \/ER I FY IF BEAM NEEDS TO BE HELD ABOVE PLATE 4X12 DF#2 Gf'-10" LONG ALL BUILT UP STUD/ COLUMNS USE 16d NAILS a 12" O.G. STAGGERED TO ATTACH MEMBERS. NAILING 15 TO OGGUR AT THE FACE OF THE STUD CS16 STRAP BOTH SIDES OF BEAM TYP I GAL AT BEAM TO HALL/POST CONNECTIONS U1=f=r=Fk OOi� r—Fk,$� 111%� I�� 12571 REG I STEREO ARr-H I TEGT MIGHAEL WP.YNE JOHN50 STATE OF WASHINGTON VJ r ^ U M M 00 W rT1 � Q ° U ~ z �U U to U O � U f N � � x 00 M 0 0 00 m U ^1z W /O� I U wQ mt� r n Cn z� 7- V1 O m 4 7- m m O F O O A Q date,-: 08-15-22 permit: revisions: drawn by: checked by: MWJ RESUB Nov 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEE GENERAL NOTES SG?.LE: 1/4" = 1'-0" Written dimensions on this drawing shall haves pr®cadonco over scaled dimensions. contactor shall vorify all dimensions, conditions, otc., pertaining to tho work before proca®ding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responsibility for the cost to rectify same. NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS (o 16" O.G. TYPICAL. ALL HEADERS TO BE 4X8 OF#2 UNLESS NOTED OTHERW 1 SE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INGLUDING WINDOWS WITHIN 60" FROM EDGE OF SHOWER SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN 50CFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING WALL — — — — BEARING ABOVE FLOOR LINE ABOVE PT. LO. ABV. t POINT LOAD ABOVE wl MULTIPLE 2x STUDS c-) POINT LOAD SMOKE DETECTOR O IIOV INTERCONNECTED W/ BATTERY BACK-UP. PER RG 314 OCARBON MONOXIDE DETECTOR PER IRG 315 SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR NALL NAILING SCHEDULE, -$ DETAILS. HOLDDOINN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANC H0E-' STRAP T-I I GKNESS/SPEC I ES REOU I RED T-I 5THD14/14 R.J 24-16d SINKERS (2) 2X4/2X6 STUDS Hf=/SPF T-2 MST40 (S4)-IGd (2) 2X4/2X6 STUDS Hf=/SPF T -S MSTAS6 (26)-IOd (2) 2X4/2X6 STUDS FiF/SPF 2 2X4 2X6 STUDS T-4 MSTG48BS (S8)- Od HF=/SPF T-5 HD 7B (S)_ S/4 5-1/2" MIN. SSTB20 (7/8") " DF/SP MIN. 24-7/8 EMBEDMENT A A-8 Uf=9=r=R �L.00R �1 SEE GENERAL NOTES SCALE: 1/4" = I'-O" 125-f 1 REGISTERED ARCH I TEGT Q .4EL 1YNE JOHNSON TATE OF WASHINGTON V J U00 M 00 O w � W Q U ��U � U U� N 00 u � � x 00 Mi O O r m �z o � /O I �wQ r U map u� N '� z U) mo Nt luz m >I m S 7 43 . o O o L IU 0- date : Oa-15-22 permit: revisions: drawn by G%1PGiGPd by: "N-J RESUB Nov 03 2022 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. GABLE END TRUSSES TO BE DESIGNED TO SPAN WINDOW/ DOOR OPENINGS TYPICAL SAVE PROTECTION PER IRG R302.1 IF EAVES ARE WITHIN 5' OF THE PROPERTY LINE, THEN A ONE HOUR FIRE RES I STANCE RAT I NCB 15 RE62U I RED IF THERE ARE BIRD BLOCKING VENTS OR GABLE END VENTS. IF THERE IS SOLID BLOGK I NG AND NO VENTS, THEN THE FIRE RES I STANCE RATI NCB CAN BE REDUGEID TO ZERO HOURS. AF50 ROOF VENT LOCATIONS PER PLAN SOLID BIRD BLOUGING AT WALLS 5' OR LESS FROM THE PROP. LINE TRUSSES PER PLAN 2X6 EXTERIOR WALL ONE HOUR EAVE DETAIL ® EAST PROPERTY LINE ROOF FRAMING NOTES GUT RAFTER TAILS TO MATCH 2x4 TRUSSES GONNEGTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF F I TGH SHALL BE 5: 12 TYF I GAL UNLESS NOTED OTHERWISE ROOF O\/ERHANG SHALL BE 12" U.N.O. ►iiiiiii11110-3 , p DS TRUSS NOTE 2x6 O\/ERFRAMING BEARING BELOW DOWNSPOUT ALL TRUSSES SHALL HA\/E: 1. STRESS ANALYS 1 S AND DRAW I NGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFACTURER'S STAMP ON FRE- MANUFAGTURED TRUSSES. 5. BRACED TO MANUFACTURER'S SFEC I F I GATI ONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEFT. FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING INSFEGTION. 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT FRI OR BUILDING DEPARTMENT APPROVAL OR ENGINEERING GALGULATI ONS. 6. ALL TRUSSES SHALL HA\/E SIMPSON H-1 GLIFS AT ENDS. WHERE TRUSSES ARE PARALLEL TO WALL, USE SIMFSON 1-30 AT MIDSPAN. USE SIMFSON STG GLIFS AT NON -BEARING WALLS ROOF VENTING GALGULATION-PER 2018 IRG R8065.2 I ci25 SOFT AREA = 6.42 SOFT REQU I RED 5. (6.42) X (509'o) = 5.21 SOFT MIN. REOU I RED AT EAVES TYPICAL TRUSS BLOCK HAS (4) 2 Q� SCREENED HOLES PROVIDING 6.28 50. IN. (.044 SOFT) PER BLOCK. APPROXIMATELY 80 VENTED BLOCKS= 5.52 SOFT PROVIDED (6.42) X (50/) = 5.21 SOFT MIN. REQU I RED WITHIN 5' OF THE R I DGi= AF50 ROOF JACK VENTS= .54 SOFT EACH VENT PRO\/I1DE 14 AF50 VENTS= 4.76 SOFT PRO\/I1DE1::) FIREPLACE ROOF NO OVERHANGS NO VENTED BIRD BLOCKS AT ROOF - INSTALL (1) AF50 \ /=h IT /\ T = n n/l/l= ® 24" O.G.--- .G.`— I '-& " TALL RAISED HEEL A A-8 2X6 HF#2 0\/ERFRAMINC� a 24" O.G.- IF SPAN OF RAFTER 15 OVER THEN USE 2X8 HF#2 a 24" O.G. 125 71 REGISTERED ARCHITECT 1�IIGHAEL 1NAYNE JOHNSON STATE OF iNASHINGTON U M 0 wON � W ON � z V U to Ixj � O U f N 00 � � x 00 r cn O O 00 m (^n'° W 0 �rO X>O< _O U map u� z� n F 7- O V. ju 7- s� O O O L IU I date : 08-15-22 permit: revisions: drawn by G%1eGiGed �by: MW.J A�7 RESUB Nov 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TOTAL VENT AREA PROVIDED = 8.28 SO FT R00r-� I NG I=L�N SEE GENERAL NOTES SCALE: 1/4" = 1'-0" •^bitten dime-n5ion5 on tht5 drawing shall hove- pre-ce-de-nco over 5colod dlmon5ion5. Gontoctor shall verify oll dlmon51on5, conditlon5, etc., pertaining to the- work before- proceeding. The- Owner must be- notiflod of any vorlotlon5 from the- dlmon5ion5 and/or conditlon5 shown on these- dro"ing5. Any such vorlotion shall be- ro5olvod by the- Owner prior to proceeding with the- work, or the- Gontroctor shall QGce-pt full ro5pon5•bility for the cost to rectify same-. I M? Sr=GT 1 Oil �-� SEE GENERZAL NOTES 20 g NASH I N.G7TON STATE ENERGY GOE�)E *ALL GL_ I MATE ZONES (TALE FENESTRATION SKYL I G-HT GLAZED C-E I L I NC:;, WOOD FRAMES? FLOOR BELOW GRADE SLAB R-\/ALUE U-FACTOR U-FACTOR FENESTRATION R-VALUE WALL R-\/ALUE R-VALUE WALL R-VEALU AND DEPTi-I SI-IGG O.zB R-58 10/15 R- O, Z FEET (PRESCRIPTIVE 0.50 NR R-4Gi R-21 (pRESGRIPTI�/E R-ZI +T So) R-5o) *7A.aLE 406 .S- ENERC�1' GRED 1 TS (S I N(57LE FA1M 1 L1') PLAN REOU I RES G CREDITS SINCE IT I S OVER 1500 SOUARE FEET AND UNDER 5000 SOUARE FEET 0F710N HEATI NCB OPTION 2 HEAT i=)UMi= (ELECTRIC) Gi2E:IDIT w ENERC�'r FRESCR I FT I \/E COMFL I ANCE IS BASED .5 OFTI ON ON TABLE R402.1.1 NI TH THE FOLLONI NCB 1.5 MODIFICATIONS: \/ERTI CAL FENESTRATION U = 0.28 FLOOR R-58 SLAB ON C�RADE R-10 F'ER I METER ANID UNDER ENTIRE SLAB BELON GRADE R-10 FER I METER AND UNDER ENTIRE SLAB OR COMFL I ANCE BASED ON SECT I ON R402.1 .4: REDUGE THE TOTAL CONDUCTIVE UA BY 59-6 ENERC�'r A I R-SOURGE GENTRALLY DUGTED HEAT FUMF 1.5 OFT I ON Val I TH A MINIMUM HSFF OF 11.0 E3.5 ENERGY HVAC, EOU I FMENT AND ASSOCIATED DUCT 1.0 OFTI ON S1'STEM(S) I NSTALLAT1 ON SHALL COMELY 4.2 N I TH THE REOU I REMENTS OF SECTION R405.5.7. LOCAT I NC, S'I'STEM COMPONENTS IN CONDITIONED CRANLSFACES IS NOT PERMITTED UNDER THIS OFT I ON. ELECTRIC., RES I STANCE HEAT AND DUCTLESS HEAT FUMFS ARE NOT PERM I TTED UNDER THIS OFT I ON. DIRECT COMBUSTION HEATING, V41 TH AFUE LESS THAN 809-6' 1 S NOT PERM I TTED UNDER THIS OFTION. ENERG,'r WATER HEATI NCB S-1'5TEM SHALL I NCLUIDE 2.0 ONION THE FOLLONINC-7: ELECTRIC HEAT FUMF 5.5 NATER HEATER MEET I NC5, THE STANDARDS FOR TIER III OF NEEA'S AD\/ANCED NATER HEAT NC-7 15 =EC I F I CATI ON 707AL- STORM SYSTEM 5C,ALE: 1/4" = I'-O" ,4E NE AIR LEAKAGE TEST I NC-7 (N!5EC, R402.4) THE BU I LO I NCB OR ONELL I NCB UNIT SHALL BE TESTED AND VERF I ED AS HAS I NCB AN A I R LEAKAGE RATE OF NOT EXCEED I NC-7 5 AIR CHANGES FER HOUR (OR LESS 0EFEN0I NCB ON A.DD I T I OVAL CREDIT OFT I ONS) . TEST I NC-7 SHALL BE CONDUCTED N I TH A BLONER DOOR BY ANID ,4FFROVED THIRD FART-r. A NRITTEN REFORT OF THE RESULTS OF THES TEST SHALL BE S I CANED BY THE FARTY CONDUCT I NCB THE TEST AND FROV I DEID TO THE CODE OFF I G I AL . TEST I NCB SHALL BE FERFORMEID AT AN"r TIME AFTER CREATION OF ALL FENETRAT I ONS OF THE BU I LID I NCB THERMAL ENVELOPE DUCTS, AIR HANOLERS ,AND FILTER BOXES SHALL BE SEALED (V 45EC, R405.5.2) FER V 45EC, R405.5.5, DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED AND LEAK TESTED FER NSEC R404.1, A MINIMUM OF cf O PERCENT OF THE LAMF= IN FERMANENTL-r INSTALLED LIGHTING, FIXTURES SHALL BE HIGH-EFF I CENCY LAMFS FROG 1 DE CERT I F I C,4T I ON REPORT FER R405.2 IN 2018 NSEC THE BUILDINGS THERMAL EN\/ELOi=E SHALL BE CONSTRUCTED TO LIMIT A I R LEA<AG E AND THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PART"' CONDUCT I NC, THE THIRD PART r CONDUCT I NCB THE TEST AND PROVIDED TO THE CODE OFFICIAL (NSEC R402.4) AT LEAST ONE THERMOSTAT FER DNELL I NCB UNIT SHALL BE CAFABLE OF CONTROLL I NCB THE HEAT I NCB AND COOL I NC-2 SYSTEM ON A DA I LY SCHEDULE (V 4SEC R405.1.1) 12b-f 1 REG I5TERED ARCHITECT MIG I/E11;- 4 NE JOHN50N STATE OF NASHINGTON V J U00U� cn jT1 c� U H Q �U U U� N 00 U � z� w � � Q x 00 Mi O O 0C r m a) WT � 0 U map u� '� z az O lu 7- m >I s� 4.1 I Q O 0 Q L IU a_ date--: 08-I5-22 permit: revisions: drawn by Ghe,r-kPd by: MW,1 SHFE�ET /g�wlhlk ep RESUB Nov 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT F�.O GR�DITS PER �O 18 I BG GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANGHOR BOLTS, AND HOLDOWNS. LOGATE HOLDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, $ NAILS IN GONTAGT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL 5PACIN6 SILL OPTIONAL BASE HEM FIR #2 MARK 7/16" TOP If BTM. A35 BLKG. PLATE 51MP50N MASAP PLATE VALUE EDGE5 FIELD PLYWD. PLATES ANCHORS REQ'D. ANGHOR BOLT5 ANCHORS NAILING (#/LF) PI49" 8d 6" 12" 6" IS" O.G. 2x4 5/8" 0 48" ® 48" $ ENDS (2) 16d @ 10" 240 PI-4" ad 4" 12" 4" I6" O.G. 2x4 5/5" ® 32" ® 30" $ ENDS (2) 16d ® 7" 349 PI-3" ad 3" 12" 3" 14" O.G. 3x4 5/8" (9 24" m 24" $ ENDS (2) Ibd ® 5" 450 PI-2" 8d 2" 12" 2" 12" O.G. 3x4 5/4" m 24" @ IS" $ ENDS (2) 16d ® 5" 585 P2-6"* 8d 6" 12" 6" 10" O.G. 3x4 5/8" ® 24" N/A (2) 16d ® 5" 480 P2-4" ** 8d 4" 12" 4" 8" O.G. 3x4 3/4" @ 20" N/A (3) 16d @ 5" -700 P2-3" ** 8d 3" 12" 3" 8" O.G. 3x4 3/4" 9 16- N/A (4) Ibd @ 5" 900 P2-2" 8d 2" 12" 2" 8" O.G. 3x4 3/4" ® 12" N/A (4) 16d 0 4" 1170 "NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS $ PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS PER IBG 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 VERTIGALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR WALL NOTES 7/I6" OSB OR PLYWOOD SHEATHING - USE ad COMMON OR GALVANIZED NAILS. BLOGK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTIGALLY. NAIL @ 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL 5PAGIN6 IS SPEGIFIED AT PANEL EDGES, USE 1-1/2" ad SHORT NAILS OR 3X STUDS WITH 8d GOMMON NAILS. FOR 2" NAIL 5PAGIN6, USE 3X STUDS AND 5TA66ER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE ad GOMMON NAILS @ 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERN15E SHOWN ON PLANS. FLOOR JOISTS - J015T PARRALLEL TO FLOOR OPENINC75 AND EXTERIOR WALL5 SHALL BE GROSS BLOCKED AT 45" O.G. @ EDGE5 W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHERS AT ALL ANGHOR BOLTS. 7/16" 0515 OR PLYWOOD SHEATHING - STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 5A. STAPLES a 15 6A. STAPLES (p 14 5A. 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. - 310#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. 6" O.G. - 620#/ft. FIELD 5PAGIN6: 12" O.G. NAILS $ STAPLES. HOLDOWN5 - INSTALL 51MP50N HOLDOWN5 OR USP HOLDOWN5 AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWIN65. PER PLAN, SIMPSON STHD 14 OR USP STAD 14 SIMPSON MST36 OR USP MSTI36 SIMPSON MST45 OR USP K5T248 5IMP50N HD-7B OR USP TDXIO (7/8" ANCHOR BOLT MIN. SIMPSON MSTG48B3 OR USP MSTGB48B3 24" EMBEDMENT, 3" BOLT INTO (3) 2X4(6)) 8' PLYWOOD FLOOR HALF ( DBL TOP PLA' HALF ON BOT- PLATE RIP OF SHEAF TYING 2ND FL BOTTOM PLA- 2ND FLOOR R AND TO 15T F TOP PLATE 15T FLOOR W� TYING IST FLc TOP PLATE T FLOOR BOTT( PLATE RIP OF SHEAF TYING 15T FLC BOTTOM WALI PLATE TO 15T FLOOR RIM A MUD SILL ON FOUNDATION 2ND FLOOR DOUBLE TOP PLATE NOTE: IF WALLS SHEATHED F'E R DETAIL THAN NO AE35/L_FT4 ARE RE:O U I RED 2ND FLOOR BOTTOM PLATE FOR RIM I ST FLOOR DBL TOP PLATE 15T FLOOR BOTTOM PLATE �)R RIM MUDS I LL PER PLAN K TOP PLATE I' HEADER NAIL SHEATHING TO HEADER ® 5" O.G. B.W. EXTEND TO END WALLS (2) 2x STUDS CONNECT PLYWOOD W/ Bd NAILS ® 3' O.G. TO ALL STUDS, PLATES IOd 4" O.G. - ROOF' 6 HEADERS ( TOP APA RATED SHTG. CHORD TRUSS f" MIN. 24/O EXP. I SHEAR WALL GALGULATIONS TRUSS O\/ER n F 1 5THDI4 WOOD r S.W. TO HA\/E PLYWOOD ROOF TO CONCRETE I /� BLOCKING AT I I III EQUALGTORS OR SHEAR WALL r/ 1 (B) #4 SHEATHING VERTICALSIII I - 5x PLATE OR 2-2X #4 HORIZ. ® NAIL SHEATHING SIMPSON 4 TO EACH PLATE 12"M5TG4853 STRAP 10 -3/4" .B. x lo" APER PLAN W/ 5"X5"XI/4„ NAIL PER I NAIL BOTTOM TRUSSES GONGW . PLATE ASHER - SIMPSON I PLATE TO TOP TRUSS CHORD PER PLAN STEM O SPECIFICATIONS BELOW PER SHEAR WALL SCHEDULE WALL CONT. FOOTING ELEVATION VIEW OUTSIDE OF GARAGE GARAGE DOOR INSIDE OF GARAGE PLAN VIEW OF CONCRETE STEM WALL I LATERAL RESTRAINT PANEL L-I SEE GENERAL NOTES NO SCALE TRUSSES OR RAFTERS PER PLAN ROOF SHTG - NAIL PER SHEAR WALL SCHEDULE ad ® 6" O.G. 2X BLKG. W/ 16d — ® 8" O.G. 8 VENT HOLES (RIP BLK'G.) OVERHANG $ `-HI ANCHOR FASCIA 24" O.G. SHEATHING PER SHEAR SCHEDULE 2X STUD WALL ® 16" O.G. TYP. SHEARY1,IALL TO ROOF GONNEGTION NO SCALE 10" FLOOR TRUSS PROVIDE 4X6 TRUSS GHOR01- WHERE M5TC48B3 STRAPS COME FROM SHEAR WALL ABOVE SHEAR WALL AT FLOOR TRUSSES L-I (TRUSSES PARALLEL) NO SCALE A55 CLIPS ® 24" O.C.— CONTI NUE SHEAR WALL TO ROOF SHEAR WALL PER SCHEDULE SHEAR ^ALL FARALLEL TO Truss NO SCALE I2b,l RECG 15TERED ARGI-+I TEGT MIGH.4EL Z, JOHNSON STATE OF WASHINGTON VJ VTR U M o 00 Q U O H� z U r ^ V J 0 u C oo N 00 U � z00 � � x r H M 0 0 00 m 0 `z W E wr � 0 � 0 � O U �WQ mt� r n W c J \Z r J az 0 m �z ju — m �� m 7 V, W IQ 0- ry0 QQ L I date: 08-15-22 permit: revisions: drawn by: checked by: MWJ I RESUB Nov 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEATHING GONNEGTIONS 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. 24" CARDBOARD BAFFLE ALLOW FOR I" AIRSPACE MIN. EXTEND 12" ABOVE INSULATION. —\ SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER TOP PL. IX FASCIA BD. N/ METAL GUTTER 2X BIRD BLK'6. H/--1 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" -7/ b" OSB. OR PLYWD. SHEATHING. NAIL b" EDGE, 12" FIELD WITH 8d NAILS UNLESS NOTED OTHERWISE 2x STUDS (9 16" O.G. TYP. SIDING, SEE PLAN FOR TYPE 2x BOTTOM PLATE 2x P.T. SILL FIN. FLR. z— ROOFING MATERIAL FINISH PER ELEVATION ON 7/16" OBS SOLID COX 24-0 PLYWOOD SHEATHING; 8d a 6"O.G. EDGE 8d @ 12" O.G. FIELD (7/16" 05B AGX PLYWD @ EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH Sd NAILS, U.N.O. Z_ 7 N APPROVED TRUSSES BEARING MANUFACTURER'S SEAL. SEE ROOF FRAMING PLAN FOR SPAGIN6 INSULATE PER HSEG LIVINO AREA FIRE BLOCK ALL VERTICAL OPENIN65 IN WALLS AT PLATES AND FLOORS ENGINEERED JOISTS, SIZE AND SPAGIN6 PER PLAN OR FLOOR TRUSSES !2" GYPSUM WALLBOARD, TYP. N/ PVA VAPOR BARRIER @ WALLS AND GEILIN65 5/8"X 10" ANCHOR BOLT W/ 3"X3"X I/4 " PLATE WASHERS @ 45" o.c. NO LESS THAN 4Y2" $ NO MORE THAN 12" FROM EA. END SILL CORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT INTO GONG. EXCEPT o SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. 2x P.T. SILL II ° #4 REBAR @ 16" O.G. HORIZONTAL Q LL � a #4 REBAR (g 45" O.G. VERTICAL - 3" MIN. GLR. TYP. #4 REBAR H "J" BAR ALL FOOTINGS TO BEAR ON BEARING SOIL 2 STD. PCJN=DA71Oil Dr=7AIL CSCALE: N.T.S. L \/N(5 AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS sg"X 10" ANCHOR BOLT H/ 3"X3"X" PLATE WASHERS o 45" o.c. NO LESS THAN 4�" � NO MORE THAN 12" FROM EA. END SILL GORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT INTO GONG. EXCEPT a SHEAR WALLS -SEE SHEAR WALL NAILING SCHEDULE. TOP FLANGE JOIST HANGER PER PLAN 5/4" T$ 6 PLYWOOD SUB -FLOOR (GLUED 8 NAILED) NAIL 6" EDGE, INSULATE PER NSEG., 12" FIELD H/ IOd NAILS. SOLID BLOGKIN6 BRO. WALL ABOVE TYP. 4"(P D.S. T16HTLINE, POSITIVE DRAIN TO STORM SYSTEM FIN. GRADE TO SLOPE AWAY FROM BUILDING l� a \ 48" MAX. (TALLER PER PLAN ( ) \�\\\�\\\ a ° REBAR PLACEMENT SEE DETAIL #2 ABOVE Z� O Y GRAVNLSFACE SEE FOUNDATION PLAN FOR BEAM SIZE $ POST SIZE / SPAGIN6 a0# FELT 6 MIL. POLY VAPOR BARRIER \ r m ALL REINFORCEMENT 4 <P PERF. FOOTING DRAIN TILE 0 MUST BE TIED IN PLACE H/ CLOTH COVER 4 GRANULAR FOR FOUNDATION INSPEGITON COVER AS REO'D. BY SOIL CONDITIONS SEE FOUNDATION PLAN FOR FT6. / FON. SIZE ALL FOOTIN65 TO BEAR ON BEARING SOIL a ° ° 4 71'P I GAL JllloNALL SECT 1 ON5 C� SCALE: N.T.5. ENC71NEERED JOISTS, 51ZE AND SPAGIN6 PER PLAN, 2x4 GUSSET EA. SIDE - "SIMPSON" HGAMIO POST TO GONG. N—SEE FOUNDATION PLAN FOR PAD SIZE ALL FOOTINGS TO BEAR ON BEARING SOIL Iv HANDRAIL: GRIP I%4" - 2" PROJECTION FROM WALL NO LESS THAN Ii2" OPEN RAIL: OPEN SPACE BETWEEN PICKETS SHALL BE LESS THAN 4" CLEAR - Il 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 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR GEILIN6) m r NOS I N6 HANGER 3-2x l 2 5TRIN6ER5 Q W 2 2X4 BLOGKIN6 Z (FIRESTOP) �o — F I REBLOGKS _Q) NASH AND ASSOC, I ATES GENERAL NOTES: I. All construction per applicable codes and ordinances. 2018 IRG, IBG.-2018 NASHINOTON STATE ENERGY CODE 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 joists or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel walls. cl. TJI products to be installed per manufacturer's installation guide and approved reports. IO.AII metal connections to treated wood shall be at a minimum; triple zinc- ZMAX (6185 per ASTM A653); Hot Dip 6alvanze (ASTM A125 for connectors and ASTM153 for fasteners and anchors. 11. All bathroom fans, kitchen hood, and dryer ducts shal I 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 OE06RAPH I G DESIGN CRITERIA: TERMITE: DECAY: WINTER DES16N TEMP: \ IGESHIELD REQUIRED: \ FLOOD HAZARDS: INDEX: AIR FREEZING MEAN ANNUAL TEMP: 0 57A I R DETA I L— 71'P I GAL C� SCALE: N.T.S. ° 4" GONG 4" GRAN STAIR NOTES: RISER HE 16HT = 7-5/4'' MAX. TREAD DEPTH = 10" MIN. DESIGN DATA: SLIGHT TO MODERATE SLIGHT TO MODERATE 26 ° YES 2003 IQQ2 FIRM 250 46 ROOF LOADS: LL 25#/SF (SNOW) DL 15#/SF TOTAL 40#/5F FLOOR LOADS: LL 40#/SF OL 10#/SF TOTAL 50#/SF DECK LOADS: LL 60#/SF DL 10#/SF TOTAL 70#/SF SOIL : 1500 PSF MINIMUM CONCRETE: 2500 PSI AFTER 28 DAYS (5/2 SACK MIX) -3000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT IS BETWEEN 5-7% (TABLE 402.2 IRG) MASONRY: PER 2018 IBG STEEL: PER 2018 IBG (GRADE 40) WOOD : PER 2018 IBG NAILING PER 2018 IRG NAILING PER TABLE R602.3(I), R802.10 WIND: 85 MPH SEISMIC: ZONE - D1 V = see design ccilculations(Ndl) WEATHERING POTENTIAL: MODERATE FROST LINE: 12" E.F.P.: 45 PSF 4" BEAM: DOUGLAS FIR #2 6" BEAM: fv = 85 fb = 875 PSI E = 1,600,000 4 POST: DOUGLAS FIR #2 6" POST: fv = 85 fb = 875 PSI E = 1,500,000 JOISTS 8 RAFTERS HEM FIR #2 & STUDS: fv = 75 fb = b50 PSI E = 1,300,000 GLU-LAM BEAMS: fv = 165 psi fb = 2,400 psi (reduced by size factor, GF*KI) E = 1,800,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES HILL BE NOTED ON THE PLANS. I. SUBFLOOR: T$ 6 PLYWOOD OR 05B APA RATED STURD-I-FLOOR 16" O.G., 5/4" NALL 4 ROOF SHEATHING: APA RATED SHEATIN6 24/16 7/16" FOOTING FOR : 8" NALL - 18"x 12" FOOTING 24" BELOW GRADE #4 STUB STEEL - 48" o.c. VERT. UNLESS NOTED OTHERHI5E 125-7I REGISTERED A -C 1I TEGT MIGH EL W YNE JOHFlSON STATE OF WASHINGTON 00 N N 4 cn 00 OU o � Z z Cf� � n 0 0 00 A y date: 03-03-21 permit: revisions: drawn by: RO checked by: SHEET I RESUB Nov 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT