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APPROVED BLD-RESUB1 BLD2022-1111+Architectural_Plan+9.19.2022_2.03.25_AM+3114879Deck: south elevation L-2 0 LO 0 LO LO N r N 0 LO e e Deck: east elevation SCALE: 1/4" = 1'-0" (double) 2x12 pt df #2 stringer (typ.) 1'-6" 14'-0" 1'-2" 3" x 1-2" tubular steel top rail 2" x 2" tubular steel post (powdercoated black) w/ threaded stainless steel cable horizontal railings 4 o.c. max spacing space evenly 2 x 6 pt df #2 double rim joist (2) 8" recessed through bolts w/ nuts and washers hurricane tie 4 x 10 pt df #2 beam Railing Detail SCALE: 1" = 1'-0" 3'-011 NOTE: all fasteners and connectors shall be hot dipped galvanized in accordance with ASTM A153 or stainless steel in accordance with ASTM F1667 or equivalent per IRC507.2.3 custom tubular steel railing: 3'-911 1-1/2'' x 3" rectangular top rail „ 1 (powder coated black) 2'- 10/2 2" x 2" tubular steel posts w/ mounting plates (powdercoated black) (see detail 2/L-2) -threaded steel tension cable horizontal rails 2 x 8 pt hf #2 ledger attach to house with 1 /2" inch dia. lag screw w/ 32" maximum sheathing & stacked washers (see details 2 & 3/L-2) 2x6 pt hf #2 blocking @ 4'-0" o.c.(typ.) 5'-0%2" 5'-0' " 5'-0X 7'-1 " 7'-11 1 2 x 6 pt hf#2 joists @ 1 6" o.c. East- Elevation SCALE: 1/4" = 1'-0" r- — - — - — - — - — - — - — - — - — - — - — - — - — - — -- GUARDS SHALL BE CONSTRUCTED TO RESIST A SINGLE CONCENTRATED LOAD OF 200 LBS APPLIED ANY DIRECTION AT ANY POINT ALONG THE TOP OF THE GUARD. IN I ACCORDANCE WITH 2O18 IRC TABLE R301.5 see detail 11-2 for railing 1 x6 horizontal cedar screening w/ 1" gap (typ.) 44 pt df #2 post w/ X footing (typ.) (see detail 3, sheet L-2) LO 4x10 pt df #2 beam (typ.) running length of deck 4 Ipe decking (typ.) 2 x 6 pt df #2 blocking (typ.) 2 x 6 pt df #2 double rim joist (typ.) min. 1800 # tension straps (2) 8" recessed through bolts w/ nuts and washers 2 x 2 steel railing post w/ mounting plate (powdercoated black) IPE max. 6'-0'' o.c. ;king .1800 # Sion strap (typ.) max. 6'-0" E CV LO lag screw or bolt (typ.) F- ledger (typ.) 2" min. custom tubular steel railing: stagger fasteners in 2 rows 5.5" min. for 2x8* 6.5" min. for 2x10 7.5" min. for 2x1 3/4" min. *distance shall be permitted to be reduced to 4.5" if lag screws are used or bolt spacing is reduced to that of lag screws to attach 2x8 ledgers to 2x8 band joists r-- — - — - — - — - — - — - — - — - HANDRAIL SHALL NOT BE LESS THAN ,34" AND NO GREATER THAN 38" I MEASURED VERTICALLY R311.7.8.1 I co - - - - - - - - - - - - - - - - J 4 x 10 pt df #2 beam (typ.) see detail 4/L-2 for knee brace detail = T 4x4 pt df post (typ.) 1 x6 horizontal cedar screening w/ 1 '' gap (typ.) custom tubular steel railing: 1-1/2" x 3" rectangular top rail (powder coated black) 2" x 2" tubular steel posts w/ mounting plates (powdercoated black) (see detail 11-2) -threaded steel tension cable horizontal rails metal stringer bracket mounted at each stringer (typ.) 15'-6" 4-3" 4'-3" 3-7" 3'-011 t'-0T finish 95% compacted subgrade or undisturbed native soil galv. sst. base for stair stringer c.i.p. contiuous concrete footing South- Elevation SCALE: 1/4" = 1'-0" 4 x 10 pt df #2 beam (typ.) 6" clear 1 x 6 ipe riser (typ.) 2x12 double stringer (typ.) 4 ipe stair tread (typ.) ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE Wichers Residence 22405 95th PL W Edmonds, WA 98020 landscape architecture p o b o x 9 7 2 edmonds • w a s h i n g t o n • 98020 p h o n e/ f a x ( 2 o 6) 5 4 5 0 3 4 2 w w w• s t u d i o 3 4 2• c o m City Of Edmonds Building Department Work DECK AND SPORTS COURT Address 22405 95TH PL W Owner WICHERS Approved Date 09/30/2022 Building Official lce'w% 400X /�IGI Permit Number BLD2022-1111 Ledger Attachment Detail SCALE: 1" = 1'-0" existing siding metal flashing with drip (tucked under siding) 1 /2" x 3" lag screw w/ 1-5''sheathing max. @ 23" o.c. spacing (see framing plan) w/ 32 galv. or SS washers as spacers between ledger and rim joist (bolt to fully extend beyond inside face of band joist) 2 x 8 pt hf #2 ledger 1/2" max. Simpson 2 x 6 joist hanger (typ.) holdown device min 750# capacity at 4 locations, evenly distributed along deck and 1 within 2' of each end of the ledger. Holdown devices shall fully engage deck joist per holdown manufacturer (slight offset allowed) (typ.) beam splices must E Standard TimberTech AZEK decking - gt (typ) occur over posts ° ° w/ 1-1/2'' min. bearing _. 2 x 6 pt hf #2 joist (typ.) o ° SST hurricane tie t ( Yp.) sst 4x4 gals. post/beam bracket (typ.) 4x10 pt hf #2 beam (typ.) fully threaded 8" dia. lag see framing plan for specific sizing ` screw pre -drilled w/ min. 3" penetration to top ° ° Simpson post/beam bracket ° plate, studs, or header ° ° - 4x10 pt df #2 II ° beam (typ.) 4x4 pt hf #2 post �5.o0e ¢S00° 2" dia. lag bolt top ° ° Simpson 4 x 4 post base N and bottom (typ.) ° D 4x4 pt hf #2 knee brace - D p ° 95% compacted subgrade r= =3 (typ.) ° � �or undisturbed native soil J alternate knee brace detail: CD ° , 2x4 knee brace face nailed each side of post and beam w/ (4) 16d nails at each face ° D ° c.i.p. concrete footing and connection 4x4 pt df #2 post (typ.) 18" Ledger/Footing Detail Angle Bracing Detail n4+ SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT CHAD S. WICHERS CERTIFICATE NO. 931 project number: 20201101 drawn: CSW checked: CSW date issue / revision 8.17.22 Building Permit Deck PIa'hESUB & Detail SSep 19 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT L-2 © Studio 342 Landscape Architecture, LLC