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APPROVED ENG BLD PLN BLD2021-1551+Architectural_Plan+11.12.2021_2.30.27_PM+25182090 -------------- Zone ;--_ RS-6- Corner Flag Setbacks- Required Actual Front -----------, ,----------- '----------- ' '------- 51 Sides ------------- Rear ' 5 :_ ' ------------- Other 25' Height :______ ' OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE Propertv Line OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. x � 1 City Of Edmonds Building Department Work DECK Address 1226 7TH AVE S --------------------------------------------- ---------------------------------------------- Owner ANDERSON ----------------------------------------------- -- --- ------------------------ Approved Date 11 /24/2021 Building Official Ert & Ca4 fe'r Permit Number BLD2021-1551 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED BY PLANNING az fil Nov 29 2021 APPROVED PLANS MUST BE ON JOB SITE 0 is ��\ o "' CD i Co I < — C Ln I \ I Oq N \ m \ \ Driveway Lr; Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. t . .I Hardware and fasteners in contact with ■ preservative -treated wood shall be of hot -dipped zinc galvanized steel, ■ stainless steel, silicon bronze or copper. In the absence of manufacturer's recommendations a minimum of ASTM A 653 type G185 zinc -coated galvanized steel, or equivalent, shall be used. IRC R317.3.1 IBC 2304.10.5.1 .1 Ln ENGINEERING DIVISION APPROVED AS NOTED MY tV44t ,,ou 12/02/2021 VV yJ RECEIVED Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ' 1Aia►SitePlan Owner: Gary Anderson 1226 7th Ave S Edmonds, WA 98020 Scale: 1"=20' RECEIVED Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Anderson PHONE: IrVIV� I rAuL, I KAM A LETTER PHONE: I 1 DRAWN BY: PAGE NUMBERS SCALE: As Noted DATE: Monday, November 8, 2021 PAGE: Al 8 3-D Diew TOP OF RAIL O m TOP OF DECK m S m Top of Foot'_CiR,AQE O v Bottom f Footing_ WEST ELEVATION SCALE: 1/0'I = I'—OII SOUTH ELEVATION SCALE: 1/0" = 1i-0 II TOP OF RAIL TOP OF DECK GRADE Bottom of Footin NORTH ELEVATION SCALE: 1/0I' = 1'—OII RECEIVED Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT HEILMAN Gary Anderson SECTION CONSTRUCTION PHONE: ALETTER PHONE: IV -PAGE DRAWN BY: PAGE: /A ^ NUMBERS SCALE: 1 /8" = 1'-0" HLJ 8 Y DATE: Monday, November 8, 2021 Elevations Pressure treated 2 x 10 ledger attached with LedgerLok bolts per D1.4, Flashing installed along entire ledger 2 x 10 pressure treated joists installed 16" o.c. Attached with LUS21OZ brackers DTT1Z tension ties installed in 4 places along the Deck ledger equally spaced per D1.1 1'-5i4" Rear Deck SCALE: 1/4" = 1'-0" 25'-4" 24" x 24" x 12" poured concrete footings with 36" tall x 12" diameter concrete plinth with *4 rebar mat in the bottom and 4 vertical 04 J bars in the plinth ABA66Z post base to Pressure treated 6 x 6 post to 5C6Z column cap to Pressure treated 6 x 12 beam to Pressure treated 2 x 10 joists installed 16" o.c. i3EILMAN CONSTRUCTION PHONE: SECTION rAA LETTER 1 1 DRAWN BY: PAGE NUMBERS SCALE: 1/+ = 1'-0" DATE: Monday, November 8, 2021 1'-5%411 I RECEIVED Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Gary Anderson PHONE: PAGE- S' 8 Plan Diew 1'-5i411 24" x 24" x 12" poured concrete footings with Bro" tall x 12" diameter concrete plinth with *4 rebar mat in the bottom and 4 vertical 04 J bars in the plinth ABA66Z post base to Pressure treated 6 x 6 post to 5G6Z column cap to Pressure treated 6 x 12 beam to Pressure treated 2 x 10 joists installed lro" o.c. i3EILMAN CONSTRUCTION PHONE: SECTION rAA LETTER 1 1 DRAWN BY: PAGE NUMBERS SCALE: 1/+ = I -0" DATE: Monday, November 8, I RECEIVED Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Gary Anderson PHONE: PAGE: S2 1 View Structural TOP OF RAIL O TOP OF DECK m m _m Top of Foot n dR )E v Bottom f Footing_ Guard rail posts will be installed per manufacturer specification attached to blocking inside the deck structure Guard rail will be 3ro" tall Crystalite Aluminum Cable rail. Guard rail will conform to the specs in D3.1 WE&T ELEVATION SCALE: 1/S" = I'—OII y _ TOP OF RAIL O _ _ m _ _ TOP_ OF DECK S m ' 1"ottom of Footing_ Existing Concrete block wall and paver patio i3EILMAN CONSTRUCTION PHONE: SECTION rAA LETTER 1 1 DRAWN BY: PAGE NUMBERS SCALE: 1 /8" = 1 -0" DATE: Monday, November 8, 2W6 RECEIVED Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Gary Anderson PHONE: PAGE: tS3 View Stru§ral Sheathing Siding Flashing Decking Joists Joist Hangers Treated 2x ledger 750# capacity holddown at 4 locations evenly disti along the deck and withir each end. Install per manuf� Fully threaded 318" diameter I; predrilled with a minimum of 6 in embedment into solid framing. I � I PLINTH AS REQ'D FOOTING PER PLAN 4" MIN 4 G � 9 0 4 o ° I n II D1,3 2" min. or joists u POST PE2 CLAN POST BASE PEP PLAN # 4 © TIES @ 4" D.C., (2) MIN (4) # 4 HOCKED MVI- B / FTG —COMPACTED SLIBGRADE Post to Beam Connection wl Knee Brace (Knee braces are required on posts greater than 4 feet in height.) Or 113 the height of the post. whichever is greater Beam splices must occur over posts with 1-112' min. bearing Corrosion resistant, min. metal column cap. Girder beam Follow manufacturer's installation instructions. Alternate Knee 2x4 knee brace face nail post and beam with 4-1fid face ar 4 x 4 knee brace (1) 318" diameter thru-bolt or 112 " lag screws with washers, top & bottom (typical) Pressure treated wood post Placement of Laa Screws and Bolts in Ledaers (Reference IRC Figure 5072.1(1)) LAG SCREW OR BOLT STAGGER FASTENERS IN 2 ROWS 2" MIN 5.5" MIN FOR 2X8 6.5" MIN FOR 2X10 5" P•r1 1( 7.5" MIN FOR 2X12 2" R,' LEDGER i3EILMAN CONSTRUCTION PHONE: 34'MIN RECEIVED Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Gary Anderson SECTION PHONE: A LETTER 1 1 DRAWN BY: PAGE: PAGE DJ NUMBERS SCALE: As Noted I 8 DATE: Monday, November 8, 2021 Structure 2x4 s an side for additional biocking D3,1 D3.1 I._ PRESSURE TREATED � I SYP (G > 0.50) 2x8 BLOCKING I I12TY.2 (STACKEO) 010 x Y WOOD SCREWS i3EILMAN CONSTRUCTION PHONE: 3 �. B 22■ 2� 3 8r Blacking boards ipr Wood Blocking Detail D3,2 RECEIVED Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Gary Anderson PHONE SECTION rAA LETTER 1 1 DRAWN BY: VPAGE NUMBERS SCALE: AS Noted DATE: Monday, November 8, 2021 PAGE: D 2 8 Alail END POST Tap Rail t-VT Top Shear Black 412x2'SMS Snap Packet 412x 112'SMIS Quick -Lock Swagged End I l —#1— 7I16' Hole � Gtamrnat 7?16' Hat& #12 x 314 SMS Turnbuckle Swagged End INTERMEDIATE POST #12 x 1" SMS CORNER POST n 9 {Y} CarnarAWapwf END POST Tap Rakl 2 End Cap e -24 SS Nut -24 SS Screw Quk:k-Lock Fining 7�16- Hole — _ — Grommet J ------ 912x314SMS — Turnbuckle End Gr&rwet Gmmrnel - 711b' H0I9 7116' Hole Field Fasteners by Odw 3 Incnes 114' Hd9 Standard, T16' offset from the edge of 6aso Pta1e Base Ptate 05 Base P lates are 4 x 6 En. far 3-112' Posts xso} END POST INTERMEDIATE POST Stainless Steel Cable Aluminum Railing System DECK MOUNT Corner Adapter Refer to the Railing Grommet Packet far top rail and 7115' Hole post size compatibility. IkIp CORNER POST Crysta Lite railings are structurally designed and stamped by an independent structilraI engineer. Crystal-ite will select the appropriate post size and spacing to meet Code requirements for Exposures B. C_ alrrd Q with wind speeds up to 120 mph_ i3EILMAN CONSTRUCTION PHONE: D3.1 RECEIVED Nov 15 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Gary Anderson PHONE: SECTION ALETTER IV -PAGE DRAWN BY: PAGE: NUMBERS SCALE: As Noted D 3 DATE: Monday, November 8, 2021 Crystalite-Rail Y