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APPROVED PLN BLD RESUB 1-FULL PLAN SETqD messed ©per, Deck 9 %a jrs -o Rylace— RIA11,1;T one 4 'tick, I�Ict;i a0 311 jVla p tewoo d nr L drno•-> ds, WA CIFOZ(o 12)0005p- �b v e r-Pole t oo.r _— S646CA�c ._._ _ �41fce�„clon 7�+erF o r �J h �v 1 Q R4q APPROVED /�� V�a�`drQ'1 PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE J City Of, Edmore s Building Department _ Work DECK Address 20311 MAPLEWOOD DR Owner KLEIN Approved Date 6/25/2021 Building Official /7oxav[ut W. 71( cofAL. Permit Number BLD2021-0744 54c P)c1r, 1 Il: 201 qV) r-�/s tl-&- V�v L 1, 3 (,,� 3 , d A sty c� 01 RESUB Jun 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 40 250 411r Ave S, Sit 200 FdRl0Frids. NVA 98020 (425) 77H-HS00 STRUCTURAL IZEVl1?W WINC IIAS III I:N RIA IENVED (I1\I )fZtl.1\C1: N%I I'll PIGIN�E�RG "!�[ RT E ATIACIIED LE I'FER ALCULATIONS D%TE:ID If NOT WET SIGNED Zone RS-12 Corner N • Flag N Setbacks: Required r Actual 25' W > 25' Front 10' N&S>10' Sides Rear 25' E > 25' Other Height 25 *Setbacks listed are to proposed deck * No rhanae to huildina height. •, '� � 1 it - - APPROVED BY PLANNING Jun 25 2021 Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. 1 L . 1- �I�li liil �II� ii - - -- RESUB Jun 18 2021 Ir CITY OF EDMONDS' __-.'__.__. r___ 1_II DEVELOPMENt DEPARTMENTVI ES x -k x v �3- /0 �� P k U -0 ij 0 a c, W' �h SF re) psAn k 5 Try , LU,0-�D. �r Gt V L c� s 1 m Q �I -r✓�J Sa-G ,r5 AY)n-e- 4 k 2u 3 if pr )px!w,».ds , UJA a8a z 4� N�� ���.f�, n04 s be /4 z�-.k 4,- — In , -�D be V a 1 uV"In Vy" i )14� Ca, le ,-G+ I I n r s r CrySiaUc4,c �- v <ALL wood pr-e -�-, U re. 4-�-ea� d s s V i X RESUB Jun 18 2021 CITY OF EDMONDS DEVELOPMENT S ERVICES z +yV DEPARTMENT I 1 N pTG 1 �y 1''s x 8'' W 1'4 lay r, "Pa vide. ,� P)yn-�A w/ 4 4-�-3 Vc, s -b g ,� -- i . r Pro po 5 pen 4-0 Replace Pxi s- C C t"h A S. Ste m Edmonds, WA 9802Y (425) 77"S00 STRUCTURAL. REVIEW TIIIS DRAWING HAS BEEN REVIEWED FOR CONFORMANCE WITTI STRUCfIf RAL REQUIREMENTS INDICATED IN THE ATTACIIED LETTER ANDAM CALCULATIONS BY: JOBII LATE: ) WET SIGNED l i I ` I -E glWr^1.#7'.�lr'M w•.}.-0P.?O'_`l'�'Gi' I, - - - f� t �.• i r r �.'.tiiFWx�lil a►r- '.'{..,. -.br w.f34.r 'Yl �v'1 -�'b• DECKING PER TIMBERTECH AZEK DECKING 2x12 BLOCKING (4) 1/2" 0 EXP ANCHORS @ 12" OC INTO CONCRETE W/ STANDARD STEEL WASHER TREATED 2x SILL PLATE —N xxxx --x --x —x a� LLIA 0 0 0 PT 2x12 NOTCHED STRINGER @ 16" OC DO NOT OVERCUT NOTCHES FOR TREAD/RISER PT 2x6 SISTERED TO SIDE OF 2x12 W/ (2) ROWS OF 10d NAILS STAGGERED @ 9" OC AS SHOWN EXIST CONIC PAD J TYPICAL STRINGER TO LOWER LANDING SCALE: 1" = V-0" DECKING PER TIMBERTECH AZEK DECKING BEAMS PER PLAN PT 2x12 STRINGER --A • JOIST PER PLAN HUC210 SKEWED HANGER • HUC28-2 W/ FULL NAILING TYPICAL STRINGER TO LANDING SCALE: 1" = 1'-0" RESUB Jun 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT VY C G �� oF�wa�s�l��p�s� 10ML ' 06/ 16121 C KLEIN RESIDENCE DECK 20311 MAPLEWOOD DR EDMONDS, WA 98026 DATE 06/16/21 SHEET SS-2 PROJECT NO. 21255.10 ENGINEERINGTITLE 250 4TH AVE. S.. Sun 200 EDMONDS. WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 770-5536 SCALE ,• = V-0• STAIR DETAILS DRAWN BY JEG CHECKED BY CCC APPROVED BY CCC PLUI VATU HUE NAME: 55-2 Hold-down or tension device with 1500 # capacity Flashing 0 Deck Joist Basic Decks Detail 1 — Ledger Attachment for Lateral Loads (Knee braces are required on posts greater than 4 feet in height.) Option # 1 Sheathing Siding Floor sheathing nailing Flashing at 6' o.c. (max) to joist with hold-down. Decking Joists Joist Hangers Treated 2x ledger Floor joist 7504t capacity holddown i at 4 locations evenly distr along the deck and within each end. Install per manuft Fully threaded 318" diameter I, predrilled with a minimum of 3 in embedment into solid framing. Deck Connections vJJLIUII ft 4 (All fasteners. nails. bolts. screws and connectors must be corrosion resistant.) 2" min. or joists RESUB Jun 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Connection: Fastening: Manufactured Connectors Follow manufacturer's instructions Post to Footing Post base is required Post to Footing (High Winds) Consult with jurisdiction about additional uplift loads where wind exposure is greater than Risk Category B. Post to Beam Connector is required Ledger to House Framing See information on Sheet 5 and Sheet 6 Joist to Beam or Girder (3) 8d — Toe nailed Blocking or Bridging to Joist (2) 10d —Toe nailed @ each end Wooden Deck Boards (2) 8d threaded nails OR (2) No. 8 screws Composite Decking Follow manufacturer's instructions GENERAL INFORMATION: e The intent of this Tip Sheet is to provide a general understanding of the code requirements and does �'ec yGov.net not address the subject in great detail. 2nV0a ,01AIIX= • Additional information can be obtained from your local participating iurisdiction. Page 4 of 6 SS-3 Basic Decks Placement of Lag Screws and Bolts in Ledgers and Band Joists (Reference IRC Table 507.2.1) Minimum End and Edge Distance and Spacing Between Rows Top Edge Bottom Edge Ends Row Spacing Ledger a 2 inches d 3/4 inch 2 inches b 1 5/8 inches b Band joist ° 3/4 inch 2 inches e 2 inches b 1 5/8 inches b For SI: 1 inch = 25.4mm a. Lag screws or bolts must be staggered from the top and bottom along the horizontal run. See figure below. b. Maximum 5 inches. c. For engineered rim joists, the manufacturer's recommendations govern. d. The minimum distance from the bottom row to the top edge of the ledger must be in accordance with figure below. e. 2 inches may be reduced to 3/4 inch when the band joist is directly supported by a mudsill, header, or by double top wall plates. 5" IJAX 2" Placement of Laq Screws and Bolts in Ledgers (Reference IRC Figure 507.2.1(1)) LEDGER LAG SCREW OR BOLT STAGGER FASTENERS IN 2 ROWS 5.5" MIN FOR 2X8 * 6.5" MIN FOR 2X10 7.5" MIN FOR 2X12 3'4" MIN *DISTANCE CAN BE REDUCED TO 4.5" IF LAG SCREWS ARE USED OR IF BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS. Placement of Lag Screws and Bolts in Ledgers (Reference IRC Figure 507.2.1(2)) EXTERIOR SHEATHING EXISTING STUD WALL Existing 2x BAND JOIST OR ENGINEERING RIM BOARD 2" MIN • DECK JOIST 5" MAX LAG SCREWS OR BOLTS RES U B 2" MIN Jun 18 2021 _ CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ''t'• : 3°Ay. JOIST HANGER GENERAL INFORMATION: • The intent of this Tip Sheet is to provide a general understanding of the code requirements and does ec yGov.net not address the subject in great detail. 1 tcchc°' • Additional information can be obtained from your local participating iurisdiction. Page 6 of 6 le va-�'r o n l��` e tn/ USA ,, f3o I 6„ X Ir I ILA Pa pew\/o r << ss 'bo145 � ooD TOP -�v IDeCk R61'�� RESUB Jun 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT one 6 nIGha0 iekh 1?rDposed open pec'k t 5+01`r6 Rep�ar,— �xi5��-0 k CABLE DECK MOUNT O 1 /4 SCALE 9000 TOP RAIL N 2 3/8" 9029 ALUMINUM POST CAP 9000 ALUMINUM TOP RAIL 9016 ALUMINUM SNAP POCKET (2) #12 x 2" PAN HEAD SMS 41OSS 9018 ALUMINUM TOP SHEAR BLOCK (1) # 12 X 1 /2" PH SMS 41 OSS I� 9006 ALUMINUM POST 21" �-1x19 316 SS CABLE GROMMET FIELD FASTENERS MEETING LOAD REQUIREMENT —BY OTHER 9026R/05 ALUMINUM BASE PLATE BLOCKING REQUIRED TO MEET LOAD REQUIREMENTS BY OTHER GENERIC DETAILS. BASE PLATE PARALLEL STND. ACTUAL DESIGN AND MAKE—UP VARY AS REQUIRED. PERPENDICULAR MAY BE REQUIRED RESUB Jun 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 16 _� 9026R BASE PLATE 9000 TOP RAIL & 9006 POST CrystoLite roifings are structurally designed and stamped by an independent structural engineer. CrystaLite railing systems have been rated to accommodate high wind loads and exposure ratings set forth by acal building codes. CrystoLite will select the oppropiate post size and spacing to meet code requirements, exposure criteria, with wind speeds up to 120 mph. 15 13R 5-61 r De�CA 1 3 0,545 jof, fA; lA l e� `3o � m ) Javem-� (o ��+ Spac� abov-e- 54,,/T��� 4 s op'e r\ a "Y, .13 /I clQ�s�l � Krse «ue k��ks) 3ly'' nose See cc-I�a.��d R03q�- �t 3V km)�ra hei� ht- q 2o► 4-s `pnd py_DX RESUB / Jun 18 2021 r' /� C( q � , CITY PA T MONDS {1`l ►j�_i V1 DEVELOPMENT SERVICES � 1 DEPARTMENT Opeh Deck 4 5+4 ►s -k Ref lace- Lx Is-�' PICKET DECK MOUNT 0 U O w Z z � a 1/4 SCALE 9029 ALUMINUM POST CAP 9039 ALUMINUM TOP RAIL 903E ALUMINUM TOP SHEAR BLOCK 9016 ALUMINUM SNAP POCKET (2) #12 x 2" PAN HEAD SMS 41OSS (1) #12 x 1/2" PAN HEAD SMS 41OSS 9014 ALUMINUM PICKET SPACER 9007 ALUMINUM PICKET J" 9006 ALUMINUM POST 24" 9014 ALUMINUM PICKET SPACER 9012 ALUMINUM BOTTOM RAIL (2) #12 x 2" PAN HEAD SMS 41OSS 9039 TOP RAIL co N n2 3/8" FIELD FASTENERS MEETING LOAD REQUIREMENT -BY OTHER 9026R/05 ALUMINUM BASE PLATE BLOCKING REWRED TO MEET LOAD REQUIREMENTS BY OTHER GENERIC DETAILS. BASE PLATE PARALLEL STND. ACTUAL DESIGN AND MAKE—UP VARY AS REQUIRED. PERPENDICULAR MAY BE REQUIRED RESUB Jun 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 153 r i ._ 5 1/2" ' 9026R BASE PLATE 9039 TOP RAIL & 9006 POST CrystoLite railings are structurally designed and stomped by an independent structural engineer. CrystaLite railing systems hove been rated to accommodate high wind loads and exposure ratings set forth by local building codes. CrystoLite will select the appropiate post size and spacing to meet code requirements, exposure criteria, with wind speeds up to 120 mph. Structural Plans Proposed Open Deck & Stairs to Replace Existing Deck Additional Information Anne & Richard Klein 20311 Maplewood Drive Edmonds, WA 98026 425-220-2401 (cell) 425-712-1300 (home) Materials to be used: All to code requirements (form #1321) Will call locator before digging Proper footings to code using pedestals and rebar Framing material will be pressure treated and sized properly Proper hangers flashing post to beam brackets per code Proper blocking for picture frame border transitions and for aluminum handrail system Decking will be Azek Remake stair jacks or step stringers to code Handrail to be Crystalite aluminum pickets on the side deck with 9,000 top cap Cable Crystalite used on upper section of railing. Keep current Ledger board intact Add extra legs to bring up to code on ledger board Add 1 /2 inch pressure treated furring strip to bring to threshold height under door Use pressure treated glulam, sized properly to span(t )6x16 exterior — Add 6 proper brackets in flange heavy duty to support the beam onto the house Front straps replaced to code using pressure treated lumber Pressure treated material will be fastened with proper size lags RESUB Jun 18 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT