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APPROVED BLD ENG RESUB 2-BLD2023-0660+Architectural Plans+8.24.2023_12.16.06_PM+3745403® © ® 1 996// ]ID 9 11 0 o- 0 (: ) 4 UPPER FLOOR AS -BUILT SCALE: 1/4" = 1'-0" TRUE NORTH WINDOW SCHEDULE TYPE SIZE DESCRIPTION STUDS HEADER STATUS MAIN LEVEL/BASEMENT/GARAGE A 31039LS SLIDING REMOVE B 51039LS SLIDING REMOVE C 31048LS SLIDING EXISTING D 9848FX FIXED EXISTING E 2836LS SLIDING 1K1J (2)2X6 EXISTING F 603OLS SLIDING 1K1J (2)2X6 EXISTING G 3634LS SLIDING 1K1J (2)2X6 EXISTING H 2828FX FIXED REMOVE I 310310LS SLIDING REMOVE J 310301LS SLIDING REMOVE UPPER LEVEL K 2830LS SLIDING 1K1J (2)2X6 EXISTING L 10030TS 2K2J (2) 2X12 EXISTING M 703OLS SLIDING 1K1J (2)2X8 EXISTING N 703OLS SLIDING 1K1J (2)2X8 EXISTING CONSTRUCTION SPECIFICATIONS: SOIL: CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN NAILING/FASTENING: • EXISTING: 4" TOPSOIL/LOAM OVER GLACIAL • ALL POSITIVE CONNECTIONS ARE LISTED TILL TO EXCAVATION DEPTH WITH SIMPSON STRONG TIE PART NUMBERS • VERIFY 2000+ PSI AT FOOTING LEVEL • BOTTOM OF FOOTING AT 18" MIN. DEPTH FROM FINISHED GRADE • BACKFILL PARTIALLY WITH NATIVE SOIL OVER DRAINAGE FABRIC REBAR: • SCHEDULE 60 TO BE USED ASTMA615 • ASSUMED TO BE #4 (1/2 INCH) UNLESS OTHERWISE NOTED. • MIN. DISTANCE TO EXPOSURE: 3" BOTTOM OF FOOTING, 2" SIDES OF FOOTING, 1.5" TO EARTH/WEATHER • LAPPING MINIMUM: TOP BARS 29", ALL OTHERS 11" • CONNECTION TO EXISTING FOUNDATION REQUIRES DRILLING AND EPDXY OF MATCHING REBAR PATTERN TO NEW FOUNDATION WITH APPROPRIATE LAPPING AND TIES. EPDXY TO BE SIMPSON SET EPDXY. MINIMUM EMBEDMENT IS 12" WHERE POSSIBLE AND 5" ON 6" FACING SIDES. SPECIAL INSPECTION MAY BE REQUIRED BY THE CITY. rnmrPPTG- • 2500 PSI FOUNDATION MIX WITH NO ADDITIVES; SET FOR PUMPING • CAN BE 2 POURS OR MONO -POUR • ANCHORS: 5/8" DIAM. 48" O.C. MIN SPACING, 4.125" MIN EMBEDMENT AND HOOKED UNDER REBAR LUMBER: • TREATED LUMBER FOR ANY CONTACT WITH CONCRETE / OR 25 MIL VYCOR FOR AREAS OF PARTIAL EXPOSURE • FRAMING LUMBER TO BE H/F #2 OR BETTER • UNLESS OTHERWISE STATED, HEADERS & BEAMS TO BE DF#1 OR BETTER • SHEETING TO BE RATED WITH STAMPS ACCESSIBLE TO INSPECTOR. EXTERIOR RATED FOR ALL ROOF, WALLS, FLOOR • FLOOR SHEETING: %" CDX PI 48/24. SHEETING TO BE T&G AND ORIENTED PERPENDICULAR TO FLOOR FRAMING • ROOF SHEETING: 15/32" CDX WITH P140/20 AND PLYWOOD CLIPS; OR 5/8" CDX. SHEETS TO BE ORIENTED PERPENDICULAR TO FRAMING MEMBERS. NO PLYWOOD CLIPS NEEDED WITH 5/8" MATERIAL. • WALL SHEETING TO BE 7/16" OSB OR 15/32" CDX WITH MIN SPAN RATING TO MATCH 16" O.C. FRAMING. • NAIL SIZING: 0 8D COMMON: 0.131 X 2.5" 0 10D COMMON: 0.148 X 3" 0 12D COMMON: 0.148 X 3.25" 0 16D COMMON: 0.162 X 3.5" 0 GALVANIZED NAILS MUST BE USED FOR AREAS IN CONJUNCTION WITH TREATED LUMBER • FLOOR SHEET NAILING: 10D COMMON NAILS; 6" O.C. PERIMETER; 12" O.C. FIELD. SHEETING INSTALLED WITH SUBFLOOR ADHESIVE • WALL SHEET NAILING: 8D COMMON NAILS; 6" O.C. PERIMETER; 12" O.C. FIELD; INDICATED BRACED WALL SECTIONS • ROOF SHEET NAILING: 8D COMMON NAILS; 6" O.C. PERIMETER; 12" O.C. FIELD • ALL NAIL HEADS TO EMBED INTO PLYWOOD/OSB NO MORE THAN 1/16" • LTP4 OR A35 @24" O.C. FOR CONNECTION BETWEEN RIM JOIST AND SILL PLATE (EXTERIOR WALLS) • H1 AT EACH FULL-LENGTH RAFTER OR TRUSS END FRAMING NOTES: • FLOOR FRAMING: TREATED POST WITH HF #2 SOLID BEAM. POSITIVE CONNECTIONS PER 6-1. SOLID FULL HT 2X BLOCKING OVER FLOOR BEAM. DOUBLE JOISTS UNDER PARALLEL WALLS. • FLOOR AND ROOF SHEETING ORIENTED PERPENDICULAR TO FRAMING MEMBERS WITH EACH 4' EDGE LANDING ON SOLID 2X FRAMING. NAILING PER SCHEDULE. • BRACED WALL SECTIONS SHEETING TO BE ORIENTED VERTICALLY AND CONTINUOUS FROM THE BOTTOM PLATE TO THE TOP PLATE OF THE WALL. VERTICAL LAPS REQUIRE SOLID FULL DEPTH 2X BLOCKING WITH VERTICAL HALF LAP OF SHEETING TO BLOCKING WITH APPROPRIATE EDGE NAILING EACH PIECE. HORIZONTAL LAPS MUST LAND ON FULL HEIGHT STUD. • HEADERS: SEE MINIMUM HEADER SIZING ON WINDOW AND DOOR SCHEDULES AND FLOOR PLAN; ALTHOUGH 4X6 DF IS PLANNED FOR OPENINGS UNDER 60". ALL HEADERS TO BE SUPPORTED EACH END WITH 1 CRIPPLE AND 1 FULL HT. STUD. PAGE 8 SIZES THREE LONGER HEADERS FOR THE PROJECT; THESE THREE REQUIRE ADDITIONAL CRIPPLE STUDS. • BCS44 AT EACH END OF HEADERS 1,2,3 WITH SPECIFIED NAILS • FOLLOW IRC GUIDELINES FOR ALL FRAMING EFFORTS • FOLLOW TRUSS MANUFACTURER HANDLING, BRACING, INSTALLATION INSTRUCTIONS. PROVIDE ALL DOCUMENTS TO INSPECTOR. DOOR SCHEDULE TYPE SIZE NOTES STUDS HEADER STATUS MAIN LEVEL/BASEMENT/GARAGE 1 3068 ENTRY, SWING 1 K1J (2) 2X6 EXISTING 2 4068 CLOSET, BI-PASS EXISTING 3 2668 GARAGE, SWING EXISTING 4 2268 STAIR, SWING EXISTING 5 2668 LAUNDRY, SWING EXISTING 6 2668 BASEMENT, SWIN EXISTING 7 2868 EXTERIOR GARAGE, SWING 1 K1J (2) 2X6 EXISTING 8 8678 GARAGE DOORS 2K2J (2) 2X10 EXISTING 9 4068 BONUS, FRENCH REMOVE 10 3068 BONUS ENTRY, SWING REMOVE UPPER LEVEL 11 2668 CLOSET, SWING EXISTING 12 2668 BEDROOM, SWING EXISTING 13 2068 HALL CLOSET, SWING EXISTING 14 2668 BEDROOM, SWING EXISTING 15 2668 BEDROOM, SWING EXISTING 16 2662 BEDROOM, SWING EXISTING 17 2268 3ATHROOM, SWING EXISTING 18 4068 CLOSET,BI-PASS EXISTING 19 5068 CLOSET, BI-PASS EXISTING HOUSEWARMING, LLC 5517 6th AVE. S. SEATTLE, WA 98108 P:206.719.1662 Z O H p = p U Q � CD � Z u- O � 0 X J W W O 0 0- W a J LML W Z_ 0� Q W W LU W p LL w � Lu (ifLU z 06 O NQ L.L ZD J 0 N cf) ob W rn Q 2 cl) ti p 0-)Z LoO p W RESUB Aug 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS NO. DATE REV. BY DATE: 08.22.23 DRAWN BY: M. ZARABIA DRAWING TITLE: I AS -BUILT PLANS PAGE: 2 1 20F08 � r z .......... I II I I IIBONUS 15'-10" X 9'-9" 155 SQ FT I I I I y L L12R DINING CB II 9'-8" X 9'-9" I / 103 SQ FT I KITCHEN / 13'-6" X 9'-9" 142 SQ FT B30 W303 -TV3 CYE22TP I I I I I II I II LIVING 17'-4" X 14'-1" 261 SQ FT I I I -- I / I I I I I I � I 5 DEMO SCALE: 1/4" = 1'-0" I :12 I LAUNDRY 7 DEMO PLAN LEGEND ® EXISTING WALL 0 NEW WALL C = DEMO WALL 0 REMOVE AND REPLACE NOTES: DEMO WALLS PER PLAN KITCHEN: DEMO ALL KITCHEN FLOORING, C AND FIXTURES DEMO WALL BETWEEN KITCHEN) ROOM DEMO EXISTING MIDDLE AND UPF OVERALL: REMOVE AND REPLACE WINDOW NOTED Dishwasher shall r air gap. No direct c permitted. Kitchen exhaust st and have a miniML intermittent rating. exceeding 400 CF make up air provid 2018 IRC CODE SECTIONS FOR ALL OF THE DESIGN ARE AS FOLLOWS: HEADERS: TABLE R602.7(1) AND R602.7(2) FOUNDATION FOOTINGS: TABLE R403.1.(1) BRACED WALL LINES - NUMBER OF BRACED WALL PANELS: R602.10.2.3 SPACING OF BRACED WALL LIN ES: TABLE 602.10.1.3 LENGTH OF BRACED WALL PANELS: TABLE R602.10.3(3) AND ADJUSTMENT FACTORS R602.10.3(4) BRACED WALL METHOD: CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL METHOD (CS-WSP) R602.10.4.2 ENDS OF BRACED WALL PANELS: R602.10.7 AND FIGURE R602.10.7 FOUNDATION ANCHORAGE: 1/2 INCH FOUNDATION ANCHORS, MIN 7-INCH EMBEDMENT, SPACED NOT GREATER THAN 6 FEET WITH 3"X3" PLATE WASHERS R602.11.1, R403.1.6.1 CONNECTION TO ROOF FRAMING: FIGURE R602.10.8.2(1) WOOD STRUCTURAL PANEL WALL SHEATHING: TABLE R602.3(3) FASTENING: TABLE 602.3(1) 1 F'-7 r/R" (: ) 6 FLOOR PLAN SCALE: 1/4" = 1'-0" TRUE NORTH NOTE: EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW WITH FINISH SILL HEIGHT NOT GREATER THAN 44" ABOVE THE FINISH FLOOR HEIGHT AND SHALL HAVE A MINIMUM 0 PENABLE AREA OF 5.7 SQ. FT. EGRESS WINDOWS SHALL NOT HAVE AN OPENABLE AREA LESS THAN 20" WIDE OR 24" HIGH. ALL WALK-THRU DOORS SHALL BE SOLID CORE INTERIOR DOORS SHALL BE PAINTED. ENTRY DOOR TO BE DEFINED BY HOME OWNER PRIOR ORDERING EXTERIOR EXIT DOORS WILL BE 36" MIN. NET CLEAR DOORWAY SHALL BE 32" MIN. DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. GLAZING IN DOORS SHALL BE DUAL PANE SAFETY GLASS WITH MIN. U-VALUE OF 0.60 SMOKE DETECTORS: 1 HARDWIRED DUAL -POWERED SMOKE DETECTOR IN EACH DWELLING ROOM AND IN THE HIGHEST POINT OF THE FLOOR PLAN. ALSO INCORPORATED IN THIS SYSTEM IS A MINIMUM OF ONE CARBON MONOXIDE DETECTOR. "CONTRACTOR TO INSTALL ALL DURING THIS REMODEL ** NOTE: NO GAS APPLIANCES OR GAS SERVICE TO HOUSE CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN WINDOW SCHEDULE TYPE SIZE DESCRIPTION STUDS HEADER STATUS MAIN LEVEL/BASEMENT/GARAGE O 5039LS SLIDING 1K1J (2)2X6 NEW, MIN. U-.25 P 31039LS SLIDING 1K1J (2)2X6 NEW, MIN. U-.25 Q 4038LS SLIDING 1K1J (2)2X8 NEW, MIN. U-.25 R j 2042 SKYLIGHT NEW, MIN. U-.25 DOOR SCHEDULE TYPE SIZE NOTES STUDS HEADER STATUS MAIN LEVEL/BASEMENT/GARAGE 20 2668 CLOSET, SWING 1K1J (2) 2X6 NEW 21 2868 PANTRY, POCKET 1K1J (2)2X6 NEW 22 2668 OFFICE, SWING 1K1J (2)2X6 NEW 24 5068 EXTERIOR, SWING (3) 2X8 NEW HOUSEWARMING, LLC 5517 6th AVE. S. SEATTLE, WA 98108 P:206.719.1662 Z 0 i= o= p U Q �^ ZLL WO � 0 X ZD J W W 2� > 0 O 0- W a J I.JM_ W Z_ � Q W W LU W p LL W � Lu (if z � — 06 o Q ZD Q J 0 N �^ vJ 00 W rn Q CO f` p 0-) Z Lo O � C p W RESUB Aug 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I REVISIONS I NO. DATE REV. BY DATE: 08.22.23 DRAWN BY: M. ZARABIA IDRAWING TITLE: AS -BUILT PLANS PAGE: 'J 13 OF 08 I --- --- -- MAX BUILDING HEIGHT — — — — — — — — — — �25' MAX. BUILDING HEIGHT q N +223.25'. <— PROPOSED REPAIRED ADDITION EXTERIOR S. ELEVATION SCALE: 1/4" = 1'-0" r4 /12 SLOPE Clhf=111197» EXTERIOR W. ELEVATION SCALE: 1/4" = 1'-0" 99'-1 r,11 R" q&-n 7/1 F" &�j1��lqR E. ELEVATION Blum HOUSEWARMING, LLC 5517 6th AVE. S. SEATTLE, WA 98108 P:206.719.1662 Z O p U Q CD D_ Z LL_ O U) 0 ::D � W ry,> J W O 0 Q In W J W Z J W W p LL W LU rlK w 0Y W U z U) D 06 O ry�Q/ ZD Q J 0 N U) co W O) Q� 2 Q) ti p cy) Z O p W RESUB Aug 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS NO. DATE REV. BY DATE: 08.22.23 DRAWN BY: M. ZARABIA DRAWING TITLE: AS -BUILT PLANS PAGE: 4 4 OF 08 CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN 0 00 M rn M CV 1 F'_R r%Mll 7'_1 1 /d" 991_R 1 F/1 All 10 FOUNDATION PLAN SCALE: 1/4" = V-0" TRUE NORTH N(1TFq- REBAR PINS SET INTO EXISTING FOUNDATION TO TIE FOUNDATIONS TOGETHER. REBAR PINS TO BE INSTALLED WITH SIMPSON SET (OR SIMILAR) EPDXY WITH 12" EMBEDMENT WHERE POSSIBLE; 5" EMBED. IF INTO A 6" THICK CAST CONCRETE WALL. NOTE: FASTENING PER R602.3 (1) WILL REQUEST SPECIAL INSPECTIONS IF THE CITY REQUIRES IT CRAWLSPACE VENTING CALCULATION: 234 SQ. FT NEW SPACE DIVIDED BY 1500:1 SQ. FT. RATIO 234/1500 = .156 156X144= 22.46 SQ INCHES EACH PROPOSED 16X8 VENT = 73 SQ INCHES =1 VETS MINIMUM PLAN INSTALL 2 QTY 73 SQ. INCH. VENTS NOTE: FASTENING PER R602.3 (1) R49 BATT OR BLOWN IN INSULATION WITH 1"AIRSPACE ABOVE BAFFLES INSTALLED AS NECESSARY AT EAVES H1 CLIPS EACH TRUSS RAFTER PAINT AND PRIMER TO MATCH - 1/2" GWB WITH PVA R21 SOLID BATT INSULATION R10 INSULATED HEADERS OVER ALL EXTERIOR OPENINGS 1/2" OSB OR CDX SHEETING 2X6 SPF FRAMING 16 O.C. TYP. CARPET, WOOD OR TILE FINISHED FLOORING 3/4 OSB T&G FLOOR - UNDERLAYMEN NAILED WITH 12D NAILS 6 /12 FLD TYP. 2X10 HF FLOOR FRAMING 16" O.C. TYP. R38 BATT INSULATION TYP. MIN. CLEARANCE ENGINEERED TRUSS SYSTEM INSULATION BAFFLE MIN. CLEARANCE V-10" 2X10JOIST w 1'-6" VENTED BIRD BLOCKS BETWEEN EACH TRUSS CONTINUOUS GUTTERS 2X3 DOWNSPOUTS SPLASHBLOCKS ON GROUND R-4 Cl UNDER SIDING CLASS 1 VAPOR RETARDER 6 MIL BLACK VISQEEN. 12" OVERLAP OF SEAMS. 6" MIN EXTENDED UP FOUNDATION WALLS AND ATTACH IN PLACE WALL SECTION CUT SCALE: 1/2" = V-0" CONTINUOUS SILL SEAL TREATED 2X6 SILL PLATE 10" J BOLT MIN 48" O.C. (TYP) 3"X3"X3/16" WASHERS USED EA. J BOLT SOLID CAST CONCRETE FOUNDATION 6" OR 8" WALLS *CONCRETE TO BE 2500 PSI 2 #4 HORIZ. REBAR SPACED IN FOOTING 2 #4 HORIZ. REBAR AT TOP OF WALL 1 #4 HORIZ. REBAR MIDDLE OF WALL (16 O.C.) 1 #4 VERT. REBAR MAX 48"O.C. WITH ALTERNATING LEGS ** REBAR TO BE SCHEDULE 60 WITH LAPS AND SPACING PER IRC HOUSEWARMING, LLC 5517 6th AVE. S. SEATTLE, WA 98108 P:206.719.1662 Z O H p = p U Q Z w O 0 _� X J w w O 0- w a J w Z_ W w LU p LL LU w (31f Lu (ifLLJ z 06 O ryNQ ZD J 0 N cf) 00 w rn Q 2 ILI) ti p rn Z LoO p w RESUB Aug 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS NO. DATE REV. BY DATE: 08.22.23 DRAWN BY: M. ZARABIA DRAWING TITLE: FOUNDATION PLAN, TYP WALL SECTION CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN PAGE: 1 50F08 1 2018 IRC CODE SECTIONS FOR ALL OF DESIGN ARE AS FOLLOWS: HEADERS: TABLE R602.7(1) AND R602.7 FOUNDATION FOOTINGS: TABLE R403.1.(1) BRACED WALL LINES - NUMBER OF BRACED WALL PANELS: R602.10.2.3 SPACING OF BRACED WALL LIN ES: TABLE 602.10.1.3 LENGTH OF BRACED WALL PANELS: TABLE R602.10.3(3) AND ADJUSTMENT FACTORS R602.10.3(4) BRACED WALL METHOD: CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL METHOD (CS-WSP) R602.10.4.2 ENDS OF BRACED WALL PANELS: R602.10.7 AND FIGURE R602.10.7 FOUNDATION ANCHORAGE: '/2 INCH FOUNDATION ANCHORS, MIN 7-INCH EMBEDMENT, SPACED NOT GREATER THAN 6 FEET WITH 3"X3" PLATE WASHERS R602.11.1, R403.1.6.1 CONNECTION TO ROOF FRAMING: FIGURE R602.10.8.2(1) WOOD STRUCTURAL PANEL WALL SHEATHING: TABLE R602.3(3) FASTENING: TABLE 602.3(1) RAMING NOTES: ROVIDE DOUBLE JSTS. UNDER ALL WALLS UNNING PARALLEL 0 JOISTS. ROVIDE POSITIVE VENTILATION AT EA. END IF EA. RAFTER PACE AT VAULTED CEILING AREAS. ROVIDE FIRE BLOCKING, DRAFT STOPS AND IRE STOPS AS PER B.C. SEC. R502.12. ROVIDE POSITIVE CONECTIONS AT EACH ND OF ALL POSTS AND OLUMNS TO RESIST LATERAL ISPLACEMENT. NOTE: THERE IS NO ROOF LOAD TRANSFERRED TO THE FLOOR SYSTEM AT ANY POINT WHERE A LEDGER IS REQUIRED; ONLY NON BEARING WALLS AND 1/2 THE SPAN OF THE FLOOR LIVE AND DEAD LOAD LEDGER PER R507.9.1.3 (2) 16" o. c. NP) hanger locations 1 1 I I I FI I I (typ ) 112" x 4 lag scram 16" o -c 112" washers (typ) X4" COX pk_*uood decking r / _ II I solid 2X blocking proposed 2x 10 H F floor jolsts 1 b" o-c. I I 4x10 HF #2+ A044Z LU5210 hangers lapped joints uAth w/ 160 nal Is min. avedap and 4x4 Vested post 20 G HF continuous nailing per 16G rim joist bolted to existing ABU44Z I proposed footing foundation from exlsting no -use (new crauA.space) 6" min CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN 13 LEDGER DETAIL SCALE: NTS existing 314" lapped sheeting a existing TS" floor joists 16" o_c. CxlstIng 2x4 5111 plate • existing foundation 16" mIn. depth b" (existing crauAspace) 1 3" min verify foundation wall and footing measurements HOUSEWARMING, LLC 5517 6th AVE. S. SEATTLE, WA 98108 P:206.719.1662 Z O p U Q CO � Z LL O � 0 X ZD J W W Elf > O Q W a J I.JM_ w Z_ Q W W LU W C) LL LU w cl� W c) (if LU 06 O ryNQ ZD J 0 N cf) 00 w rn Q 2 cl) ti 0 rn Z L0O 0 w RESUB Aug 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS NO. DATE REV. BY DATE: 08.22.23 DRAWN BY: M. ZARABIA DRAWING TITLE: FRAMING PLAN PAGE: A 160F08 � Cc 250 4TH AVE S. STE 200 EDMONDS, WA 98020 ENGINEERING 425.778.8500 STRUCTURAL REVIEW THIS DRAWING HAS BEEN REVIEWED FOR CONFORMANCE WITH STRUCTURAL REQUIREMENTS INDICATED IN THE ATTACHED LETTER AND/OR CALCULATIONS. BY: LAURA SAFFORD, PE JOB #: 23241.10 DATE: 8/16/23 AVO DCARA NOTE: STRUCTURAL REVIEW APPLIES TO HEADER SHOWN. DESIGN OF OTHER FRAMING ELEMENTS BY OTHERS RAMING NOTES: ROVIDE DOUBLE JSTS. UNDER ALL WALLS UNNING PARALLEL 0 JOISTS. ROVIDE POSITIVE VENTILATION AT EA. END IF EA. RAFTER PACE AT VAULTED CEILING AREAS. ROVIDE FIRE BLOCKING, DRAFT STOPS AND IRE STOPS AS PER B.C. SEC. R502.12. ROVIDE POSITIVE CONECTIONS AT EACH ND OF ALL POSTS AND OLUMNS TO RESIST LATERAL ISPLACEMENT. NOTE: THERE IS NO ROOF LOAD TRANSFERRED TO THE FLOOR SYSTEM AT ANY POINT WHERE A LEDGER IS REQUIRED; ONLY NON BEARING WALLS AND 1/2 THE SPAN OF THE FLOOR LIVE AND DEAD LOAD LEDGER PER R507.9.1.3 (2) lapped joints uAth min. overlap and nailing per 16G 16" o. c. hanger locations 1 1 I I I FI I I (typ ) 112" x 4 lag scram 16" o _c 112" washers (typ) X4" COX pk_*wod decking CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN 13 LEDGER DETAIL SCALE: NTS existing 314" lapped sheeting solid 2x blocking proposed 2x10 H IF floor Joists 1 b" o.c. existing TS" floor joists 16" o_c. 4x10 HF #2+ ,• AC44Z LU5210 hangers exlstirl9 2x4 sill plateu# 160 nal Is 4x4 Vested post 200 HF continuous 18" min. depth rim joist bolted to existing b„ existing foundation ABU44Z (new crawlsps _ (existing crauAspace) proposed footing 6" r 1 3" min verify foundation wall and foundation from existing rouse footing mea5uremerrt5 HOUSEWARMING, LLC 5517 6th AVE. S. SEATTLE, WA 98108 P:206.719.1662 Z _O p = p U Q CO � Z LL_ O � 0 X ZD J W W Elf > O Q W a J I.JM_ w Z_ Q W W LU W p LL LU w cl� W (if ZLU 06 O ryNQ ZD J 0 N cf) 00 w rn Q 2 cl) ti p rn Z L0O p w RESUB Aug 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS NO. DATE REV. BY DATE: 07.12.23 DRAWN BY: M. ZARABIA DRAWING TITLE: FRAMING PLAN PAGE: A 1 60F08 1 O z CITY OF EDMONDS BUILDING DIVISION 16-06-10 �] APPROVED PLAN 15-07-10 ■I �, J1140119 wiz �'3.75/12 VARIOUS ROOF PITCHES C 2' OVERHANG -VERIFY 9q EXT.DIMS.-VERIFY +� LO o 3.75/12 o N 7-05-05 13-08-04 3-07-05 co11 c ct HU 6$P S cS -`o 0 0 0 0 —`o —`o ct •� M z i%i c9i v� v) JrnS24-rnPCSu> 0/12 <n r9i w � ,.� � � � y N 0 0 0 0 0 0 0 0 0 0 0 .,� z z z z z z z z z z z C� J..0 �,,, �I A nOLE SCREEN-98 PCS � U Waw T03GE a 2X4 3 H, JUS24-19PCS HUS26-8PCS C6 o O O M ao 3.7 12 M ^ � 0 M Hll CD O � C6 ob O N N O 00 3.7 /12 TO (3) cy) >Q 4/12 4/12 '112 0 E w 00 > • • ,� a� :� o Q y14 o c04a,Zc) L j U D (� h a) 0 (a a) � 02CU_ N N 0 0 0 0 0 0 0 0 0 z z z 6S24 CS z z z .. Q, 2/12 O��o 17-01-02 N (D = [� a X N c •~ 0 ,.� CO 0 HNU� 17-10-01 6-00-10 4-01-05 9 21-03-02 A J co 21-10-02 "ADDITIONAL PAGES AND CALCULATIONS ARE INCLUDED IN A SEPERATE 25 PAGE (8.5X1111) DOCUMENT. 2X6LEDGER ROOF VENT (MIN. 1 PER ENCLOSED AREA; MINIMUM 1 SQ. FT. PER 300 SQ. FT. ATTIC AREA) ENGINEERED TRUSS SYSTEM 14 SCALE: NTS 2X4 SLOPED HANGER 24" O.0 2X4 RAFTER 24" O.C. ASPHALT SHINGLE 2X4 BIRD BLOCK (VENTED W/ SCREEN) ROOFING OVER 12 TAR PAPER 2X4 SLOPPED HANGER (TYP.) 4 5/8 CDX SHEETING 2X6 LEDGER 24" O.C. ------- ----_ --- _ 2 SOS 1/4"X4" PER STUD REMOVE OLD SHED EXISTING FLOOR/ ROOF COMPONENTS 1,1 ly I.1 1,1 CEILING FRAMING OPEN SOFFIT MATCH EXISTING I I I I I I I I II II II II II II II II 6'-0" II II II I II II II II II II II II II II II II STUDS 16" O.C. II II II II II II II II NOTE: ADD H2.5 CLIPS TO EACH OF THE RAFTERS WHERE THEY CROSS OVER THE END OF THE WALL AND BECOME AN OVERHANG. THIS SATISFIES THE REQUIREMENT FOR A POSITIVE CONNECTION BETWEEN THE ROOF FRAMING AND THE WALL FRAMING 16 LEDGER DETAIL SCALE: 1/2" = 1'-0" 15 GARAGE �9OF DETAIL HOUSEWARMING, LLC 5517 6th AVE. S. SEATTLE, WA 98108 P:206.719.1662 Z O o= p U Q � Zu- 0 _�0 X ZD J w w 2� > O Qw a J / 0. W Z � Q CO W LU LLJ ILL p 0 LL w � W (if ZLU 06 O Q ZD Q J 0 N cf) ob w a' _cl) tip LoO p w RESUB Aug 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS NO. DATE REV. BY DATE: 08.22.23 DRAWN BY: M. ZARABIA I DRAWING TITLE: I ROOF FRAMING PLAN PAGE: 7 1 7 OF 08 1 HOUSEWARMING, LLC 5517 6th AVE. S. SEATTLE, WA 98108 P:206.719.1662 Z O p U Q CD n Z LL_ O U) 0 D � J W W flr� > 0 OQ W J � W Z J W W p LL LU W ry w 0� U W z U) 06 D O ry�Q/ ZD Q J 0 N U) co W O) Q 2 Q) ti p cy) Z Lo O p W RESUB Aug 24 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS NO. DATE REV. BY DATE: 08.22.23 DRAWN BY: M. ZARABIA DRAWING TITLE: I ADDITIONAL NOTES PAGE: n