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APPROVED BLD2023-0354+Architectural_Plan+3.22.2023_11.56.03_AM+3436486ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE THEODORE P & BACON MA LARSON OWNER Address 10133 236TH PL SW EDMONDS, WA 98020-5733 ON JOB SITE City Of Edmonds Building Department -------- ----------------- Work DECK -------------------------------------------- Address 10133 236TH PL SW ---------------------------------------- Owner LARSON ------------- -------------------- Approved Date: ---- 06/06mn ----- --------------- Building Official, ffri c, Carter -------------------------------------- Permit Number: ----------- --------------------- : ---------- BLD2023-0354 ---- RECEIVED Mar 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Material List: Deck framing Lumber: Ledger: 2x10 PT Incised Joists: 2x8 PT Incised Deck posts: 4x4 PT Incised Deck beam: 4x8 PT Incised Lateral braces: 2x4 PT Incised Deck Railing: Posts: 4x4" Clear Western Red Cedar Deck Rail: 2x6" Clear Western Red Cedar Cables / Balusters: 4mm stainless steel cable Decking: Decking: 2x6" port Orford Cedar Connectors: Post Base: Simpson EPB44 (or similar) Post to Beam: Simpson BC4Z-R (or similar) Joist Hangers: Simpson LU28 (or similar) Deck Rail Post to Deck Rim Joist: Simpson DTT2Z Ledger attachment for Lateral Loads: Simpson DTT1Z-KT Fasteners: Decking: 2 3/8" Camo deck edge screw Connectors / Hangers: Simpson SDS screws Ledger: 3 5/8" Ledger Lok lag screw Deck Rail Posts: 5/8" diameter galvanized through bolt 0 a 40 WRC 5/8"dia. throug' Deck rail past 6: Simpson DlT2Z (1 each installed at every deck rail post) RECEIVED Mar 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT K6 Cedar Top Cap n Stainless Steel Cable WRC Po-st I PT joists E. PT Beam impson BC4Z-R 4xS PT Post RECEIVED Mar 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RECEIVED Mar 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RECEIVED Mar 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 'Note: Guard rail to re a single concentrate( 294 lb& applied in a dlrectlon al any pal along the tap. Cables to be spaced more than 4" aparl RECEIVED Mar 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Simpson LU28 (or similar) Simpson D7T1Z-ICf (2 each, instilled within T of each end of deck) RECEIVED Mar 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 12" I Ledger LOK Lag Screw 3 rows at 12" ox. to hit floor f deck joists and top plate of basement wall j RECEIVED Mar 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RECEIVED Mar 22 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Faster, Easier, Stronger than '/s" lags. The first fastener engineered to attach deck ledger boards to a wooden house structure with no predrilling. • Stronger design shear values than'/2" lags • IBC/IRC code compliant. ESR# 1078 • Built-in washer head design eliminates the need for additional washer Proprietary three -step coating process protects against corrosion, even in pressure treated wood. ACQ approved - Free 5/6" driver bit in every package Note: Not designed for use in masonry or concrete Photograph should not be used as a reference for fastening patterns. FastenMaster® r" t _4 For more information or free samples, call FastenMaster at 800.518.35690 FASTENMASTER, 153 BOWLES ROAD, AGAWAM, MA 01001 WWW.FASTENMASTER.COM La"a"', LEDGER BOARD FASTENER PROCEDUREINSTALLATION LedgerLok should be installed using a high torque, ''/2" variable speed drill (at least 18V if (ordless). Choose the proper length LedgerLok so that threads fully engage the main member (i.e., rim joist). Bring washer flush to side member — do not countersink. sign Values (in pounds per Fastener) Lateral Defor loaded to single shear connections perpendicular grain FastenMaster Nails Lags Wood Gravity** LedgerLok 16D 20D 3/a" '/s" Red Oak 0.67 184 222 160 Southern Pine 0.55 154 185 140 Doug. Fir-L, SCL* 0.50 141 170 130 1 Doug. Fir-S 0.46 131 157 120 ' Hem. Fir 0.43 122 147 120 E. Spruce, W. Cedar 0.36 104 126 100 * SCL=Structural Composite Lumber (LVL,PSL and LSL) ** Wood species identified typically have average specific gravity similar to the values shown on this table. All design values based on 1'/2" side member thickness and penetration into main member as follows: LedgerLok 2", Nails 1 Ox diameter, Lags 8x diameter. Design values may be subject to adjustment factors (section 10.3 in NDS) based on conditions existing during installation as well as those expected during service life. The lag screw and nail design values included in these tables are compiled directly from the 2005 National Design Specification for Wood Construction (2005 NDS). For correct fastening patterns and complete installation procedures when attaching the deck ledger to rim joist, consult our Deck Ledger to Rim Joist Technical Bulletin at www.FastenMaster.com. In some ledger board connections, LedgerLok may not be a one-to-one replacement for1/2" lag screw patterns. For use of LedgerLok in non -ledger applications, please consult a design professional for designing all connections, which include the number and location of all fasteners to meet the national and local code requirements. Ledger Board Attachment Comparative Data The statement "Faster, Easier, Stronger than'/2" lag screws" refers to the comparison of LedgerLok design values in ICC-ES Report #1078 and'/2" lag screws as published in the current NDS. For complete design values and engineering data, available through KC -ES, see report ESR #1078 at www.icc-es.org. For technical assistance or questions regarding proper use of this fastener, please contact FastenMaster Technical Support at 800.51 B-3569 or visit www.FastenMaster.com. Item # Screw Length Quantity per Pack FML1358-12 35/8" 12 FML1005-12 5" 12 FML1358-50 35/8" 50 FML1005-50 5" 50 FML1358-250 35/a" 250 FML1005-250 5" 250 5/16" HEX WITH OVERSIZED WASHER HEAD MADE OF HEAT — TREATED STEEL FOR DRAMATICALLY INCREASED STRENGTH AND DRIVABILITY MULTI -COATED / FOR GUARANTEED CORROSION PROTECTION. ACQ APPROVED SUPER -SIZED THREADS FOR INCREASED HOLDING POWER GIMLET POINT FOR FAST DRILLING FastenMaster FASTENMASTER, INC., 153 BOWLES ROAD, AGAWAM, MA 01001 800.518.3569 WWW.FASTENMASTER.COM FASTER EASIER STRONGER FastenMaster° and LedgerLok° are trademarks of OMG, Inc. Copyright © 2011 OMG, Inc. All rights reserved. JOB NAME: CONTRACTOR: Size Range: #7 Head Type: Trim Drive Type: T15 Star Point Type: Rake APPLICATION Secures decking to wood substructure For indoor or outdoor applications DATE: '\ NATIONAL 6, NAIL' FEATURES Available with ProTech coating or as Stainless Steel Compatible with chemically treated lumber Rake tip removes board material as it bores in, reducing risk of splitting Trim head design reduces visibility Reverse upper thread pulls the board tight to the joist and provides a clean finish at entry point Screws are installed on an angle for easy removal if board replacement is necessary BOARD Pressure Treated 316 Stainless Carbon Steel COMPATIBILITY Composite 316 Stainless Carbon Steel PVC 316 Stainless Carbon Steel Cedar 316 Stainless Redwood 316 Stainless Hardwood* 316 Stainless *pre -drilling is recommended with hardwood decking COATING Proprietary ProTech coating is designed to work with chemically treated lumber ProTech coating is available only in green for this product Stainless Steel screws are passivated per ASTM A380 standard Black Phosphate coating used over stainless steel for less visibility Black Phosphate coating may vary from dark gray to black in color SPECIFICATIONS Uplift Test per ASTM E330-02 (Report B8290.01-119-19) INSTALLATION Not recommended for use with impact drivers PENETRATION DEPTH Dimension A Board Thickness 1-7/8 in screw 2-3/8 in screw 3/4in Board 1-5/16in 1-3/4 in 7/8 in Board 1-3/16 in 1-5/8 in 1 in Board 1-1/16 in 1-1/2 in 1-1/tin Board n/a 1in National Nail Corporation • Corporate Office • 2964 Clydon SW • Grand Rapids, MI 49519 • (800) 968-6245 • www.nationalnail.com L �3A T A S D1 D2 Head Overall Major Thread Dia. Minor Thread Dia. Shank Thread Dia. Length Dia. Length A L� D1 ml D2 � S T 00.200in 1.88in 00.157in 00.106in 00.114in 1.00in 0 0.200 in 2.38 in 0 0.157 in 0 0.106 in 0 0.114 in 1.32 in Screw must be entirely enclosed by the deck board and joist and not exposed in open or void areas * Not to be used for structural applications Pre -Drilling is recommended for hardwood products Not designed for use in aluminum, vinyl, stone, or rubber deck board products Not designed for use with steel or other metal substructure components No warranty is provided when the product is used in connection with incorrect applications Read manufacturers' installation instructions for deck board products F-u UJ � J_ e< Green 0345120 lib� 345220S #7 x 1-7/8 in • (1) T15 Box Count QTY 100 ct Master Pack 12 pack 0345128 345228S #7 x 1-7/8 in (1) T15 350 ct 12 pack 0345124 345224S #7 x 1-7/8 in (2) T15 700 ct 4 pack 0345119 345219S #7 x 1-7/8 in (2) T15 1750 ct 1 pail 0345343 345443S #7 x 2-3/8 in (1) T15 50 ct/strip 20 strips 0345140 345240S #7 x 2-3/8 in (1) T15 100 ct 12 pack 0345148 345248S #7 x 2-3/8 in (1) T15 350 ct 12 pack 0345144 345244S #7 x 2-3/8 in (2) T15 700 ct 4 pack 0345139 345239S #7 x 2-3/8 in (2) T15 1750 ct 1 pail 345099 Drive Bit 1 (2) T15 345089 Drive Bit for Grooved Boards 1 (2) T15 National Nail Corporation • Corporate Office • 2964 Clydon SW • Grand Rapids, MI 49519 • (800) 968-6245 • www.nationalnail.com Exterior Screws StrongirDri ve SDS HEAVY-DUTY CONNECTOR Screw Heavy -Duty Simpson Strong -Tie® Connectors A 0.250"-diameter high -strength structural wood screw ideal for various connector installations as well as wood -to -wood and engineered wood applications. Features: • Type-17 point enables easy driving with no predrilling • Available with a double -barrier coating and Type 316 stainless steel • W hex head with 0.500" integrated washer • Head is stamped with the Simpson Strong -Tie "*" sign and fastener length for easy identification after installation • Replacement driver bit — BITHEXR38-R1 For more information regarding driver bits for Simpson Strong Tie fasteners, see p. 129. Install Tips: A low -speed 1/2" drill with a 3/3" hex driver is the recommended tool for installation. Codes/Standards: ICC-ES ESR-2236 (including City of LA Supplement), State of Florida FL9589 For Technical Data and Loads, see C-F-2023TECHSUP Fastening Systems Technical Guide, pp. 70-71, 78, 112, 166-169, 202 ss — Type 316 Stainless Steel 11/2 — 31/2" Dimensions Retail Pack Bulk O.D.1 x Length Thread Length O.D.odel Length per Pack ,. No. per Pack „ No. SD 225112S 00.250 x 11/2 1 6.5 x 38 25 25 SDS25112SS-R25 1,500 SDS25112SS SDS2520OSS 0.250 x 2 11/4 6.5 x 51 31 25 SDS2520OSS-R25 1,300 SDS2520OSS SDS25212SS 0.250 x 21/2 11/2 6.5 x 63 38 25 SDS25212SS-R25 1,100 SDS25212SS SDS2530OSS 0.250 x 3 2 6.5 x 76 51 25 SDS2530OSS-R25 950 SDS2530OSS 25 SDS25312SS-R25 900 SDS25312SS SDS25312SS 0.250 x 31/2 21/4 6.5 x 89 57 25 SDS25312SS-R25L* — — *Packaged in a ledger -specific box with W hex -driver bit. 1.O.D. denotes thread outer diameter. Shank diameter is 0.235". Double -Barrier Coating Dimensions Bulk XSDS25112 O.D.1 x Length Thread O.D.Length L per Pack No. per Pack No. per Pack No. 0.250 x 11/2 1 6.5 x 38 25 25 SDS25112-R25 300 SDS25112MB 1,500 SDS25112 SDS25200 0.250 x 2 11/4 6.5 x 51 31 25 SDS25200-R25 250 SDS25200MB 1,300 SDS25200 SDS25212 0.250 x 21/2 11/2 6.5 x 63 38 25 SDS25212-R25 200 SDS25212MB 1,100 SDS25212 SDS25300 0.250 x 3 2 6.5 x 76 51 25 SDS25300-R25 150 SDS25300MB 950 SDS25300 10 SDS25312-R10 125 SDS25312MB 900 SDS25312 SDS25312 0.250 x 31/2 21/4 6.5 x 89 57 25 SDS25312-R25L* — — — — SDS25412 0.250 x 41/2 23/4 6.5 x 114 70 10 SDS25412-R10 100 SDS25412MB 800 SDS25412 10 SDS25500-R10 100 SDS25500MB 500 SDS25500 SDS25500 0.250 x 5 23/4 6.5 x 127 70 25 SDS25500-R25L* — — — — SDS25600 0.250 x 6 31/4 6.5 x 152 82 10 SDS25600-R10 100 SDS25600MB 600 SDS25600 10 SDS25800-R10 — — — — SDS25800 0.250 x 8 31/4 6.5 x 203 82 50 SDS25800-1350 — — 400 SDS25800 *Packaged in a ledger -specific box with W hex -driver bit. 1.O.D. denotes thread outer diameter. Shank diameter is 0.235". 68 Exterior Screws StrongirDri ve SD CONNECTOR Screw For Simpson Strong -Tie Connectors The Strong -Drive SD Connector screw is specifically designed to replace nails in certain Simpson Strong Tie connectors, and is the only screw approved for that application. The load -rated SD screw has been tested and approved for use in many popular Simpson Strong Tie products. In certain applications screws are easier and more convenient to install than nails, and the single -fastener load values achieved by the SD screw exceed those of typical 10d common or 16d common nails. In addition, the galvanized coating makes the SD screw ideal for both interior and most exterior conditions. Features: • Specifically designed to replace nails in certain Simpson Strong -Tie connectors, and is the only screw approved for that application. The #9 and #10 SD screws replace 10d and 16d nails, respectively. • Tested and approved for use in many of our most popular connectors for both interior and exterior applications. • Ideal for use in connector applications where more control is desired or using a hammer is inconvenient. • 1/4" hex head with 0.370"-dia. integrated washer is stamped with the Simpson Strong Tie "*" sign and the fastener size for easy identification after installation. • Shank is specifically designed to match the fastener holes in Simpson Strong -Tie connectors. • Optimized heat treating for ductility and strength. • The single -fastener load capacity of the SD9 exceeds the capacity of a 10d common nail, while the single -fastener load capacity of the SD10 exceeds that of the 16d common nail. • Hex driver bit included. For more information regarding driver bits for Simpson Strong Tie fasteners, see p. 129. Mechanically -galvanized coating meetsASTM B695 Class 55, is recommended for use with certain preservative -treated woods and recognized as an alternate to hot -dip galvanized in ESR-3046; it is compliant with the 2015 and 2018 International Residential Code®. Codes/Standards: ICC-ES ESR-3046 (including City of LA Supplement), State of Florida FL9589 For Technical Data and Loads, see C-F-2023TECHSUP Fastening Systems Technical Guide, pp. 66-67, 203 Mechanically Galvanized Coating 1.O.D. denotes thread outer diameter. 2. Shank diameter is 0.130" for #9 screws and 0.160" for #10 screws. 1025 �1Y2'.-21/2 69 �MyBui ldi ngPermit.com a service of eCityGov.net Construction Tip Sheet 05 Basic Deck This tip sheet reflects code requirements of the 2018 International Residential Code (IRC) with Washington State Amendments. Typical Deck This document provides building code information applicable to prescriptive residential wood deck design. You may need to hire a licensed architect or engineer to design a deck where any of the following conditions apply: • The deck serves other than a one- or two-family dwelling building • The deck design includes more than one level • The deck will support a hot tub, spa or other heavy object, including heavy deck covering (such as pavers) • The walking surface is more than 14 feet above grade • The deck ledger is attached to house overhangs, bay windows, bricks, stone, or concrete block • The deck is bearing on ground with a slope greater than 1 foot horizontal for every 1 foot vertical • The deck is self-supporting (not attached to an exterior wall) See Detail f for ledge connection options Joist Joist Decking Von fy span ratings of ptoposod docking. Joist Overhang 24" maximum. Joist Spacing F See span table and footing schedule. `f\mil 4x4 min up to 8' 0' height 5x6 min. up to 10'0' hoight Non -corrosive metal post/beam connector Continuous solid blocking between joists Beam Overhang 24" maximum January 14, 2022 See Page 6 for Ledger Attachment � J i y Joist Span See span IADIe Beam Note: Guards are See span table required when the deck walking surface is more Footing than 30" above grade. Soo span table and g footing schedule. MyBuildingPerm it.com I Basic Deck eCityGounet M05 -2 eCllyGovAlliance /�MyBui ldi ngPermitxom a service of eCftyGov.net Construction Tip Sheet 05 Deck Construction Notes • Design loading for decks is based on 60 pounds per square feet (PSF) live load, 10 PSF dead load, and 1500 PSF soil -bearing capacity. • The illustrations and information in this tip Sheet may be used for decks whether or not they require a permit. See Tip Sheet 0 for when a permit is required. • All wood must be pressure -treated or naturally resistant to decay. Treat cuts, holes, and notches with end -cut solution. • Fasteners, hangers, nails, etc., must be stainless steel, hot -dipped galvanized, or as specifically required for the specified wood preservative used. The coating weights for zinc -coated fasteners to be in accordance with ASTM A 153. Provide documentation in the field showing the required fastener protection for the wood chosen for your deck. • You may modify any components of this Tip Sheet using accepted engineering practices. Any modifications must be reviewed prior to permit issuance. All attachments must be per manufacturer's installation instructions. • Visit MyBuildingPerm it.com for additional Tip Sheets for stairs, handrails, and notching and boring. January 14, 2022 36" minimum high guard with intermediate rails Attachment of spaced so that a sphere pre -manufactured guardail Existing building 4" in diameter cannot ssystems to onents hdall be per manufaceck turer. pass through (See Tip Flashing Sheet 3). Special blocking details may be required by the reviewer. See detail 1 on page 6 for ledger Refer table on page attachment options 3 for Joist Sizes See page 8 for guardrail post connection Decking and Spans Secure ballusters with (1) #8d wood screw top & bottom Refer o Table on ge 3 for Yy" spacing J recommended f BeamSizeand Spans Note: for drainage Contractor to field verify adequacy of Knee braces are required if solid lumber for ledger distance from grade to top of connection. If an exit or egress from post exceeds 48". See detail on page 7 the existing building passes under the proposed deck, or if there For post size and maximum allowable height, see page 4 Is an existing patio under the proposed deck, 6'-8" minimum clearance must be maintained. Please Indicate openings In existing wall in elevation Manufactured post base cast in footing view. Refer to Table on page 4 for Footing Size 3,000 psi concrete (no special inspection required) Finished grade 1"clear Minimum =11�111 i�II H l l— IILi�,Dj - (2) h4 ea. way, 3" clear 12 �I�II�II-1 IE311�11=III _to bottom of footindepthof -Foolin to bearongfooting 9„= undisturbed earth. MyBuildingPerm it.com I Basic Deck eCityCounet M05 -�' aCllyGovAllianca �MyBui ldi ngPermitxom a service of eCityGov.net Construction Tip Sheet 05 When using the tables below, interpolation is allowed, extrapolation is not allowed. Sizing of Structural Elements Maximum Deck Joist Span a,c Joist Joist Spacing b inches Joist Back Span Size 12 1 16 1 24 4 6 8 10 12 14 1 16 18 Allowable Joist Span Maximum Cantilever (feet inches Adjacent Joist Span feet 2x6 7-11 7-1 5-9 1-0 1-6 NIP NIP NIP NIP NIP NIP 2x8 10-5 9-5 7-8 1-0 1-6 2-0 2-1 NIP NIP NIP NIP 2x 10 13-3 11-6 9-5 1-0 1-6 2-0 2-6 2-8 NIP NIP NIP 2x12 15-5 13-4 10-11 1-0 1-6 2-0 2-6 3-0 3-3 NIP NIP a. Includes Incising Factor. b. When using composite decking, refer to manufacturer's installation instructions for maximum spacing of joists. c. Spans based on Doug Fir -Larch, Hem Fir and Spruce -Pine -Fir, No. 2 grade, wet service factor. Minimum Beam Size Deck Joist Span feet 6 8 10 12 1 14 16 18 Beam Size c,d,e Maximum Beam Span a,b,d (feet -inches) 4x6 5-2 4-6 4-0 3-5 3-1 2-10 2-7 4x8 6-11 6-0 5-3 4-7 4-1 3-8 3-5 4x10 8-5 7-4 6-6 5-10 5-2 4-9 4-5 4x12 9-10 8-6 7-7 6-11 6-4 5-9 5-4 6x6 6-6 5-7 5-0 4-7 4-2 3-9 3-5 6x8 8-8 7-6 6-8 6-1 5-6 5-0 4-7 6x10 10-7 9-2 8-2 7-6 6-11 6-4 5-10 6x12 12-4 10-8 9-7 8-9 8-1 7-7 7-1 a. Spans based on Doug Fir -Larch, Hem Fir and Spruce -Pine -Fir, No. 2 grade, wet service factor. b. If 2x built up beams to make 4x or 6x beams, they shall be fastened with two rows of 10d (3-inch x 0.128-inch) nails minimum at 16 inches on center along each edge (507.5) c. Beam depth shall be equal to or greater than the depth of intersecting joist for a flush beam connection. d. Beam cantilevers are limited to the adjacent beam's span divided by 4. e. Includes incising factor. January 14, 2022 MyBuildingPerm it.com I Basic Deck eCityGounet 2d05 � aCllyGavAlliance ,000w�'yBui ldi ngPermit.com a service of e0tyGov.net Construction Tip Sheet 05 Maximum Deck Post Height Tributary Area e Post 20 40 60 80 1 100 120 140 160 Size c,d Maximum Deck Post Height a feet -inches 4x4 10-0 10-0 8-7 7-0 5-8 4-1 N P N P 4x6 14-0 13-10 11-1 9-5 8-2 7-3 6-4 5-4 6x6 14-0 14-0 14-0 14-0 14-0 13-3 10-9 6-11 8x8 14-0 14-0 14-0 14-0 14-0 14-0 14-0 14-0 a. Measured from the underside of the beam to top of footing. b. Based on Doug Fir, Hem Fir and Spruce -Pine -Fir, No. 2 grade, wet service factor. c. Notched deck posts shall be sized to accommodate beam size. d. Includes incising factor. e. Area, in square feet, of deck surface supported by post and footing. Footing Size a Tributary Area b Side of Square Footing (inches) Diameter of a Round Footing inches Thickness (inches) 5 7 8 6 20 12 14 6 40 18 20 6 60 21 24 8 80 25 28 9 100 28 31 11 120 30 34 12 140 33 37 13 160 35 40 1 15 a. Footing dimensions shall allow complete bearing of the post. b. Area, in square feet, of deck surface supported by post and footings. 12" min. frost depth in allowable soils Grade III „� 1 21 III 6 Thickness per Table Q Note: Posts must be Width centered on or in footing per Table January 14, 2022 — Manufactured post connector 12" t1" d a G d 112" diameter through -bolts in both 4" gravel directions Note: not screws MyBuildingPerm it.com I Basic Deck Typical P.T. post Min. 12" of embedment eCityCounet M05 � aC11VCovA 1ianca �MyBui ldi ngPermitxom a service of eCityGov.net Deck Ledger and Connections Construction Tip Sheet 05 Deck Ledger Connection to Band Joist On -Center Spacing of Fasteners inches Joist Span c (feet) '/2-inch diameter lag screw with 1/2-inch maximum sheathing b,c,e '/2-inch diameter bolt with '/2-inch maximum sheathing c '/2-inch diameter bolt screw with 1-inch maximum sheathing d 6 22 36 35 8 16 31 26 10 13 25 21 12 11 20 17 14 9 17 15 16 8 15 13 18 7 13 11 a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. b. The tip of the lag screw shall fully extend beyond the inside face of the band joist. c. Sheathing shall be wood structural panel or solid sawn lumber. d. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber, or foam sheathing. Up to 1/2-inch thickness of stacked washers shall be permitted to substitute for up to 1/2-inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. e. For on -center spacing of specialized fasteners refer to the manufacturer's installation instructions. Placement of Lag Screws and Bolts in Ledgers and Band Joists 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 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. January 14, 2022 MyBuildingPerm it.com I Basic Deck eCityGounet 2d05 � aCllyGavAlliance �MyBui ldi ngPermitxom a service of eCityGov.net EXTERIOR SHEATHING EXISTING STUD WALL Existing 2x BAND JOIST OR ENGINEERING RIM BOARD Construction Tip Sheet 05 2" MIN o DECK JOIST S MAX LAG SCREWS OR BOLTS 2' MIN • ='t'• : �'/�•. I JOIST HANGER Lag screw or bolt 2" min. 5" max. "2" min. Minimum edge distance for specialized screws. See manufacturer's technical bulletin. Hold-down or tension device with 1500 # capacity Flashing Dock Joist January 14, 2022 Ledger Stagger fasteners in 2 rows S 112" min. for 2x8 6 112" min. for 2x10 7 112" min. for 2x12 ' ­1, 3/4" min. Distance can be reduced to 4 112" if lag screws are used or if bolt spacing is reduced to that of lag screws to attach 2x8 ledgers to 2x8 band joists Detail 1 — Ledger Attachment for Lateral Loads (Knee braces are required on posts greater than 4 feet in height.) Option # 1 Floor sheathing nailing at 6' o.c. (max) to joist with hold-down. Sheathing Siding Flashing Decking Joists Joist Hangers Treated 2x ledger FloorMst 750# capacity holddown device at 4 locations evenly distributed along the deck and within 2 ft of each end. Install per manufacturer Fully threaded 3/8" diameter lag screw) predrilled with a minimum of 3 in Option # 2 embedment into solid framing. MyBuildingPerm it.com I Basic Deck 2' min. Floor joists eCityGounet 2d[l5 � aCllyGavAlliance �My6ui ldi ngPermitxpm a service of eCityGov.net Construction Tip Sheet 05 Connections and Fasteners (All fasteners, nails, bolts, screws, and connectors must be corrosion resistant.) Type of Connection: Notes: 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 at each end Wooden Deck Boards 2 8d threaded nails OR 2 No. 8 screws Composite Decking Follow manufacturer's instructions Post to Beam Connection with 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 spllces must occur aver pasts witlr 1-112" min- bearing Corroslon resistant, m-in. metal columns cap. Girder beam Fallow rnanufacturer's installation instructions, 45� 4 x 4 knee brace {11 } 318" diameter Mru-bolt or 112 " Alternate knee Brace Detail: lag screws with washers, top 8. bottom 2x4 knee brace face nailed ea- side of ` (typical) post and bearn with 4-1$¢ nails at earth Pressure treated face and connection woad post January 14, 2022 MyBuildingPerm it.com I Basic Deck eCityGounet 2d05 � aCllyGavAlliance ,000w�'yBui ldi ngPermit.com a service of e0tyGov.net Construction Tip Sheet 05 Guards & Attachment Guards are required when the deck is more than 30 inches above grade.) 2x2 Baluster, typical 6-0" max. spacing 2x5 or 5/4 board ail cap: attach to guard post with (3) #12 by 3" long screws or (3) 16d threaded nails with 0.148 nominal diameter 2x4 top and bottom; attach to guard post with (2) 8d threaded nails or (2) #8 wood screws 2 1/2" long on inside face 4x4 guard post, typical Do Not Notch 2 x 8 nominal rim or outside joist, minimum 2 5/8" diameter openings shall Attach balusters at top and bottom with through -bolts not allow the (1) #8 wood screw or (2) 8d post -frame and washers passage of a 4" threaded nails with 0.135 nominal diameter sphere diameter 16. max A O.D. galvanized bolt or threaded rod w/ nuts & washers 2'/i' min a ad 5" max Min. 1800# tension device 5/s" O D. galvanized bolt or threaded rod wl nuts & washers 2x8 min. deck 2"min I joists & rims 2,�minand 5"max" 2"min 4x4 min. post @ 60" o.c. max., Typ 2"min Section A 2x8 min. blocking 2"min No[e: Use above details for guard connections or provide engineered Min. 1800# tension straps design that shows Guards can resist a single concentrated load of 200 Ibs applied in any direction at any point along the top and Section B have attachment devices and supporting structure to transfer this load to appropriate structural elements of the building per IBC sec 1607.7.1.1 January 14, 2022 MyBuildingPerm it.com I Basic Deck eCityCounet M05 � aCIIVGavA Iianca