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AST-0285-2020
a Office Use Only ACCESSORY STRUCTURE PERMIT APPLICATION Permit#: ,}-Sr-• luiu Ziccasbur}Permit Fee: $ 12,5 742 Bay Road,Queensbury, NY 12804 J P: 518-761-8256 www.queensbury.net Invoice#: c..lp j iProjectLocation: 7.5 6JUn C'(k Tax Map ID #: Subdivision Name: CONTACT INFORMATION: Applicant: Name(s): t'SR AR OV- -() Mailing Address, C/S/Z: CLue? VN) Cell Phone: _15iVj ) 162 —W2`\ Land Line: ( Email: Rii(2vl ca t Ate' --r cI vIA (• iU rvL Primary Owner(s): Name(s): Mailing Address, C/S/Z: Cell Phone: ( Land Li Email: E:.ENSBU pfCheck if all work will be performed by proper, owt ;,only Cp0ES Contractor(s): Workers' Comp documentation must be submitted with this application Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: ( Land Line: ( Email: List all additional contractors on the back of this form Architect(s)/Engineer(s): Business Name: Contact Name(s): Mailing Address, C/S/Z: Cell Phone: ( Land Line: ( Email: Contact Person for Building & Code Compliance: Cell Phone: ( Land Line: ( Email: Accessory Structure Application Revised January 2020 PROJECT INFORMATION: TYPE: Commercial A7 Residential WORK CLASS: A Deck, Open Porch Solar Panels(w/o rafter upgrades) Carport Cell Tower Shed Pavilion, Pole Barn, Canopy Dock Gazebo Detached Garage Boathouse (with or w/o sundeck) 3-Season Porch Other(description:• SQUARE FOOTAGE OF STRUCTURE: 1st floor: 1 2(6 2nd floor: Total square feet: I ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 2.,/ y(() •W 2. If Commercial project,what is the proposed use: 3. Are there any structures not shown on the plot plan? YES NO Explain: 4. Are there any easements on the property? YES NO DECLARATION: 1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: 5C-ArV,L F(, b, SIGNATURE: DATE: Ce/Cj/20 Accessory Structure Application Revised January 2020 edgenet Pro Deck DesignTm 3D View FILE COP" 411110111111111 1' ',. lill' f , I . TOWN OF QUEENSBURY ofBUILDINGDEPARTMENTTOWNOFQUA' Based on our limited examination,compliance with our comments shall not be construed as BUILDING & t Afr;' indicating the plans and specifications are in Reviewed B"full compliance with the Building Codes of r New York State. Date: 0- Warning and Important Instructions: This is not a final design plan or estimate. Edgenet, LLC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright©1989-2020 Edgenet, LLC. Page 2 of 18 Doc ID 1b7baace-cffe-4f9a-b6d7-d7670e02e6fd edgenet Pro Deck DesignTM Plan View Warning and Important Instructions: This is not a final design plan or estimate. Edgenet, LLC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright©1989-2020 Edgenet, LLC. Page 3 of 18 Doc ID 1b7baace-cffe-4f9a-b6d7-d7670e02e6fd edgenet Pro Deck DesignTM Dimension View CO O .. ez-v‘tA6kEF'1'1`'t C1-1 Gy,:k\ roFi .CD(,eck ARP) lift i r4.r.: ti 7* ' • F r, I iri It i I— IN i 3gi 1 Deck 1 lift D e ZY-to PT C 1& RAM 30 o i •Vo P of IA"X-' ' (bh-v: O%+'GeA3tak___ C))7— CCA N ' _\?\ ? vb 6 e ilTviNca• EX).C- c-t-c c F tr",- L t 0 Warning and Important Instructions: This is not a final design plan or estimate. Edgenet, LLC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright©1989-2020 Edgenet, LLC. Page 4 of 18 Doc ID 1b7baace-cffe-4f9a-b6d7-d7670e02e6fd edgenet Pro Deck DesignTM Post ViewAA.( 8kk+0,„ c),\.__, ,,, 4-.. k)\‘ ci. 5) a7 3in7 3irl 0 CO 0 i3113 asePoiut N ce O\ p O p Ui\i\)5-\--. D\ -G 63 ,t,:_ ___ A-6 , V.--‘V Warning and Important Instructions: This is not a final design plan or estimate. Edgenet, LLC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright©1989-2020 Edgenet, LLC. Page 5 of 18 Doc ID 1b7baace-cffe-4f9a-b6d7-d7670e02e6fd 32 CD i a 11 in OC cn cc. a) 7 g a4in OC 7 g 03 1ft4inOC El (I) a) 2 7 g k\ 0 1ft4inOC E§ E 7 gi cr) I ` 4i= OC 7a9in y© u la4tnOc 1a260C 1 88 7a9i U § 2 o 1ft ] 6oC a= g H[ 4m OC I is % / in 7 g lal6 OC cg G a_a) ' e3 1 ft 4 in OC o 7 9 la36oC n. 1 § 4i= OC k\ SMI I OM 7 9in 1a4b OC c : . lag in j wto B 134inOC 01 7 g 7 la4 OC CA @ E§_ i / 7a9i= 7£I 1 3inOC f2 c® zv_ «. ©.. a . :,=2 z_ 8f Pro Deck DesignTMedgenet Railing Details View UUUMUU U U U U U U U U u 8' 0- Imo 3'ET I 1 z.- f Railing Style 3 e RFF P Jc D Ill 1 WCAVV-0 9.E_KACE- (-NW-Q-A cc_ BbC S )0-6 tNG P o-1—S I- two\, Warning and Important Instructions: This is not a final design plan or estimate. Edgenet, LLC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright©1989-2020 Edgenet, LLC. Page 7 of 18 Doc ID 1b7baace-cffe-4f9a-b6d7-d7670e02e6fd edgenet Pro Deck DesignTM Deck Information Deck 1 Construction Method - Beam to Side of Post Footing Type - In-Ground Live Load - 60 Dead Load - 10 Decking Spacing - 1/8 in Joist Spacing - 16 in Beam Spacing - 96 in Post Spacing - 99 1/4 in Decking - L5/4x6 Treated Southern Pine No. 2 Beams - L2x12 Treated Southern Pine No. 1 Joists - L2x6 Treated Southern Pine No. 1 Posts - L4x4 Treated Southern Pine No. 2 Deck Height - 48 in Diagonal Bracing - No Joist Overhang - 0 in Beam Overhang - 0 in Decking Deflection Factor - 360 Joist Deflection Factor - 360 Beam Deflection Factor - 360 Pref Decking Size - 5/4x6 Pref Joist Size - NONE Pref Beam Size - NONE Pref Post Size - NONE Railing 7 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 5 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 3 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 6 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 1 Railing Height - 36 in Baluster Spacing - 3 3/4 in Railing 2 Railing Height - 36 in Warning and Important Instructions: This is not a final design plan or estimate. Edgenet, LLC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright©1989-2020 Edgenet, LLC. Page 8 of 18 Doc ID 1 b7baace-cffe-4f9a-b6d7-d7670e02e6fd edgenet Pro Deck DesignTM Baluster Spacing - 3 3/4 in Stair 1 Step Width - 60 in Step Height - 40 7/8 in Step Rise - 6 13/16 in Step Run - 11 in Stringers - L2x12 Treated Southern Pine No. 1 Risers - L2x4 Treated Southern Pine No. 1 Treads - L5/4x6 Treated Southern Pine No. 2 Warning and Important Instructions: This is not a final design plan or estimate. Edgenet, LLC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright©1989-2020 Edgenet, LLC. Page 9 of 18 Doc ID 1b7baace-cffe-4f9a-b6d7-d7670e02e6fd edgenet Pro Deck DesignTM s. • Sku Usage List Usage Sku Description Qty Baluster 430400 2X2-42" PT BEVEL 1 END BALUSTER 78 Beam 1001787119 2X12-12FT#1 PT GC 4 Decking 1001754825 5/4X6-10FT STD PT GC WEATHERSHIELD 18 Decking 1001754829 5/4X6-16FT STD PT GC WEATHERSHIELD 9 H Top Rail 1001787121 2X4-6FT#1 PT WEATHERSHIELD GC 2 H Top Rail 1001787122 2X4-8FT#1 PT WEATHERSHIELD GC 4 Joist 1001787131 2X6-16FT#1 PT WEATHERSHIELD GC 6 Ledger 1001787120 2X6-8FT#1 PT WEATHERSHIELD GC 1 Ledger 1001787131 2X6-16FT#1 PT WEATHERSHIELD GC 1 Post 256276 4X4-8FT#2 PT GC 3 Railing Post 256276 4X4-8FT#2 PT GC 5 Rim Joist 1001787120 2X6-8FT#1 PT WEATHERSHIELD GC 1 Rim Joist 1001787126 2X6-10FT#1 PT WEATHERSHIELD GC 1 Rim Joist 1001787131 2X6-16FT#1 PT WEATHERSHIELD GC 1 Riser 1001787123 2X4-10FT#1 PT WEATHERSHIELD GC 6 Stair Stringer 1001787118 2X12-8FT#1 PT GC 1 Stair Stringer 1001787266 2X12-16FT#1 PT GC 2 Step Tread 1001754825 5/4X6-10FT STD PT GC WEATHERSHIELD 6 Vert Top Rail 1001753960 1X6-8FT PT GC WEATHERSHIELD 6 Decking Treated Southern Pine No. 2 DeckScrew Tan 1003274835 DECKMATE III, TAN, 2-1/2 IN, 5 LB 2 Baluster Fasteners 1_DeckMate Baluster Screw 1003274835 DECKMATE III, TAN, 2-1/2 IN, 5 LB 1 Beam to Post Connection 1_FastenMaster Beam Bolt 4x4 1000014669 THRULOK 7" FLAG 9 Blocking Fasteners 1_Fasteners Blocking Screws 1003274835 DECKMATE III, TAN, 2-1/2 IN, 5 LB 1 Concrete 1_Quikrete 12" Conc IG Ftng 169765 80LB QUIKRETE CONCRETE MIX 5 Flashing Fasteners 1 Generic LedgerFlashing 193631 3D 1-1/4" ELECTRO GALV. ROOFING 1 LB 1 Nail Flashing 1_Generic Warning and Important Instructions: This is not a final design plan or estimate. Edgenet, LLC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright©1989-2020 Edgenet, LLC. Page 10 of 18 Doc ID 1b7baace-cffe-4f9a-b6d7-d7670e02e6fd edgenet Pro Deck DesignTM Usage Sku Description Qty LedgerFlashing 439398 8' GALV DECK LEDGER-WHITE 3 Wh Joist Hangers/Fasteners Simpson Strong Tie 2x6 Hanger 478811 SIMPSON #9 X 2.5" CONNECTOR SCREW 1 Screws 2x6 Joist Hanger 208413 LSU26Z 2"X6" 18GA ADJ JOIST HANGER 12 Joist to Beam Connection 1_Simpson Strong Tie Simpson HurTie 102924 H2.5AZ 18GA ZMAX HURRICANE TIE 14 Simpson HurTieS 477314 SIMPSON#9 X 1.5" CONNECTOR SCREW 2 Ledger Fasteners 1_FastenMaster LedgerLok4x12 1000014662 LEDGERLOK 3-5/8" FLAG 13 Rail to Rail Post Connection 1_DeckMate Railing Screws 1003274835 DECKMATE III, TAN, 2-1/2 IN, 5 LB 1 Rim Joist Fasteners 1_Generic Rim Joist Angle SO474657 ML24Z 2"X4" 12GA ZMAX MEDIUM L-ANGLE 4 Rim Joist Angle 479710 SIMPSON#10 X 1.5" CONNECTOR SCREW 1 Fasteners Rim Joist Nail 446408 16D 3-1/2" HOT GALV BOX 1 LB 2 Stringer Connection 2_FastenMaster Stringer TmbrLok 141533 TIMBERLOK 4" SCREW-50 PK 1 Tread Connection 1_DeckMate Tread Screw Tan 1003274835 DECKMATE III, TAN, 2-1/2 IN, 5 LB 1 Warning and Important Instructions: This is not a final design plan or estimate. Edgenet, LLC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright©1989-2020 Edgenet, LLC. Page 11 of 18 Doc ID 1b7baace-cffe-4f9a-b6d7-d7670e02e6fd edgenet Pro Deck DesignTM Material Usage List IMPORTANT DO NOT PRE CUT LUMBER AND/OR MATERIALS. While this Materials Usage List shows the proper length for all of the lumber, you should not precut any lumber and/or materials. You should only cut the lumber and/or materials after your posts are in and you have re- measured the distances. Precutting of lumber and/or materials prior to actual need can result in significant wastage in lumber and/or materials. A slight variation from the plans in the placement of posts can cause lumber and/or materials properly sized according to the plans not to fit for the intended use. IMPORTANTE: NO CORTE LA MADERA DE CONSTRUCCION POR ADELANTADO. Mientras que esta lista del uso de materiales demuestra la longitud apropiada para toda la madera de construcciOn, usted no debe cortar por adentado ninguna madera de construccion. Usted debe cortar la madera de construccion solamente despues de que sus postes estop adentro y usted ha remedido las distancias. Cortar por adelentado de la madera de construccion antes de la necesidad real puede dar resultar en despilfarro significativo en la madera de construccion. Una variacion leve de los planes en la colocaciOn de postes puede causar la madera de construcciOn clasificada correctamente seg&los planes para no caber para el uso previsto. Decking 1001754825 5/4X6-10FT STD PT GC WEATHERSHIELD 18 There will be 1 piece A- Length 9' 4" Decking 1001754829 5/4X6-16FT STD PT GC WEATHERSHIELD 9 cS There will be 2 pieces A- Length 7' 8" B - Length 7' 8" Joist 1001787131 2X6-16FT#1 PT WEATHERSHIELD GC 6 wz , t4 There will be 2 pieces A- Length 7' 9" B - Length 7' 9" Beam 1001787119 2X12-12FT#1 PT GC 4 There will be 1 piece A- Length 8'6" Post 256276 4X4-8FT#2 PT GC 3 There will be 1 piece A- Length 7' 6" 1/2 Warning and Important Instructions: This is not a final design plan or estimate. Edgenet, LLC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright©1989-2020 Edgenet, LLC. Page 12 of 18 Doc ID 1b7baace-cffe-4f9a-b6d7-d7670e02e6fd edgenet Pro Deck DesignTM Railing Post 256276 4X4-8FT#2 PT GC 5 There will be 2 pieces A- Length 3'6" B - Length 3'6" Baluster 430400 2X2-42" PT BEVEL 1 END BALUSTER 78 E There will be 1 piece A- Length 3' 2" 3/4 H Top Rail 1001787121 2X4-6FT#1 PT WEATHERSHIELD GC 2 There will be 1 piece A- Length 5' 11" 1/4 H Top Rail 1001787122 2X4-8FT#1 PT WEATHERSHIELD GC 2 There will be 1 piece A- Length 7' 10" 1/2 H Top Rail 1001787122 2X4-8FT#1 PT WEATHERSHIELD GC 2 i — _•-- _vn.]r-ri:M:'NO ArlrfaEaP..aY.(s•..if.._._ .—`~ There will be 1 piece A- Length 6' 7" 5/8 Stair Stringer 1001787118 2X12-8FT#1 PT GC 1 There will be 1 piece A- Length 6' 5" 5/8 Stair Stringer 1001787266 2X12-16FT#1 PT GC 2 There will be 2 pieces A- Length 6' 5" 5/8 B - Length 6' 5" 5/8 Warning and Important Instructions: This is not a final design plan or estimate. Edgenet, LLC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright©1989-2020 Edgenet, LLC. Page 13 of 18 Doc ID 1b7baace-cffe-4f9a-b6d7-d7670e02e6fd edgenet Pro Deck DesignTM Step Tread 1001754825 5/4X6-10FT STD PT GC WEATHERSHIELD 6 There will be 2 pieces A- Length 5' B - Length 5' Riser 1001787123 2X4-10FT#1 PT WEATHERSHIELD GC 6 There will be 2 pieces A- Length 5' B- Length 5' Vert Top Rail 1001753960 1X6-8FT PT GC WEATHERSHIELD 2 There will be 1 piece A- Length 7' 10" 1/2 Vert Top Rail 1001753960 1X6-8FT PT GC WEATHERSHIELD 2 r. . There will be 1 piece A- Length 5' 11" 1/4 Vert Top Rail 1001753960 1X6-8FT PT GC WEATHERSHIELD 2 f There will be 1 piece A- Length 6' 7" 5/8 Ledger 1001787120 2X6-8FT#1 PT WEATHERSHIELD GC 1 There will be 1 piece A- Length 1' 4" Ledger 1001787131 2X6-16FT#1 PT WEATHERSHIELD GC 1 There will be 1 piece A- Length 16' Warning and Important Instructions: This is not a final design plan or estimate. Edgenet, LLC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright©1989-2020 Edgenet, LLC. Page 14 of 18 Doc ID 1b7baace-cffe-4f9a-b6d7-d7670e02e6fd edgenet Pro Deck DesignTM Rim Joist 1001787120 2X6-8FT#1 PT WEATHERSHIELD GC 1 There will be 1 piece A- Length 8' Rim Joist 1001787126 2X6-10FT#1 PT WEATHERSHIELD GC 1 S x:, aka yy There will be 2 pieces A- Length 1'4" B - Length 8' Rim Joist 1001787131 2X6-16FT#1 PT WEATHERSHIELD GC 1 wi" There will be 1 piece A- Length 16' Warning and Important Instructions: This is not a final design plan or estimate. Edgenet, LLC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright©1989-2020 Edgenet, LLC. Page 15 of 18 Doc ID 1b7baace-cffe-4f9a-b6d7-d7670e02e6fd edgenet Pro Deck Design1M Material List Qty UOM SKU Description Stock Items 13 EA 1000014662 LEDGERLOK 3-5/8" FLAG IIIIIIIIIIIIIIIII IIIIIIIII 9 EA 1000014669 THRULOK 7" FLAG 111111111111111111111111111 6 EA 1001753960 1X6-8FT PT GC WEATHERSHIELD 111111111111111111111111111 24 EA 1001754825 5/4X6-10FT STD PT GC WEATHERSHIELD 11111111111111111111111111 9 EA 1001754829 5/4X6-16FT STD PT GC WEATHERSHIELD IIIII IIIIIIIIIIIIIIIIIIII 1 EA 1001787118 2X12-8FT#1 PT GC 111111111111111111111111 4 EA 1001787119 2X12-12FT#1 PT GC 1311111111111111111111 2 EA 1001787120 2X6-8FT#1 PT WEATHERSHIELD GC 11111111111111111111111111 2 EA 1001787121 2X4-6FT#1 PT WEATHERSHIELD GC IIIIII IIIIIIIIIII IIIIIIII 4 EA 1001787122 2X4-8FT#1 PT WEATHERSHIELD GC 11111111111111111111111111 6 EA 1001787123 2X4-10FT#1 PT WEATHERSHIELD GC 1111111111111111111111111 1 EA 1001787126 2X6-10FT#1 PT WEATHERSHIELD GC II IIIIII1IIIIIIIII1IIIII 8 EA 1001787131 2X6-16FT#1 PT WEATHERSHIELD GC 1II1 IIIIII IIIII IIIIII 2 EA 1001787266 2X12-16FT#1 PT GC IIIIIIIIIIIIIIIII1 IIIIIII 6 BX 1003274835 DECKMATE III, TAN, 2-1/2 IN, 5 LB IIII II1III1IIIIIII III III 14 EA 102924 H2.5AZ 18GA ZMAX HURRICANE TIE I111 1111 II IIII If 1 1 BX 141533 TIMBERLOK 4" SCREW-50 PK IIII I1 1 II I11 1 IIII 5 EA 169765 80LB QUIKRETE CONCRETE MIX III I IIIIII 1111 II1 1 BX 193631 3D 1-1/4" ELECTRO GALV. ROOFING 1 LB III II111I III IIII 1 12 EA 208413 LSU26Z 2"X6" 18GA ADJ JOIST HANGER IIIIIIIII 111 I IIII 8 EA 256276 4X4-8FT#2 PT GC IIII IIII 1II II 1111 78 EA 430400 2X2-42" PT BEVEL 1 END BALUSTER III IIIIII 1I III 1 I1 3 EA 439398 8' GALV DECK LEDGER -WHITE III IIII 1 IIII 1I1 I1 2 BX 446408 16D 3-1/2" HOT GALV BOX 1 LB IIII I1 I11II 1111 I1 2 EA 477314 SIMPSON #9 X 1.5" CONNECTOR SCREW IIIII 1 I I IIIIII I1 1 EA 478811 SIMPSON#9 X 2.5" CONNECTOR SCREW IIIII 11III II IIII1 1 EA 479710 SIMPSON #10 X 1.5" CONNECTOR SCREW IIIII 1 IIII I III 11i Special Order Items (Items Are Not Included inTotal Price) Warning and Important Instructions: This is not a final design plan or estimate. Edgenet, LLC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright©1989-2020 Edgenet, LLC. Page 16 of 18 Doc ID 1b7baace-cffe-4f9a-b6d7-d7670e02e6fd edgenet Pro Deck DesignTM Qty UOM SKU Description 4 EA S0474657 ML24Z 2"X4" 12GA ZMAX MEDIUM L-ANGLE Total Price 1,464.61 Estimate Created: 07/02/2020 Days Valid 14 This price does not include some Special Order items. Please see Store Associate to adjust the design or to price and order items. Parameters used for Deck 1: 60 psf live load, 48 inch footing depth. Warning and Important Instructions: This is not a final design plan or estimate. Edgenet, LLC. assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright©1989-2020 Edgenet, LLC. Page 17 of 18 Doc ID 1b7baace-cffe-4f9a-b6d7-d7670e02e6fd z STAGGER FASTENERS IN 2 ROWS Q 0 0 O 5.5'MIN.FOR 2X8' 'DISTANCE SfiALLBE PERMITTED TO 5`MAX 6.5"MIN,FOR 2XFE HER-EDUCED TO4,5"IFLAGSCREWS O. 0 ' 7,5"MIN.FOR 2 X 12 ARE.USED:ORSOLTSPACINGIS RERUCZO TO THATQF LAG SCREWS TO ATTACH.2:X B LEDGERS TO 2 X 5 2'MIN.BANG JOIS,T$.. LEDGERLAG SCREW OR BOLT 914"MIN. For SC I inch=n,4mitt, FIGURE RS07.2.10) RI.ACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FILE COPY R507..2..4 HOLD-OOWN:OR SIMILAR TENSION OEVICG FLOOR.SHEATHING NAILING AT_ 6"MAXIMUM ON CENTER TO 2 IOCattons JOIST WITH HOLD-DOWN FLOOR JOIST QECK JOIST FIGURE SQ7.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS OR SHEATHING I NOTE:SIDING THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE FLASHING FOR PARALLEL TO DECK JOISTS_ WATT RR TIGHTNESS OEOKING 1 i ,,,,,, APPROVED JOIST HANGERS 2"I i[N• 2x LEDGER WITH FASTENERS. IN ACCORDANCE MTH TAI LS RIGT.2 HOLD-DOWN DEVICE:MIN 7SQ U.CAPACITYFLOORJOISTSDISTRIBUTEDATLOCATIONSEVENLYDISTRIBUT ALONG DECK AND,ONE:WITHIN 24'OF EACHENDOFTHELEDGER.HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK.JOIIST."PCR NOLO-DOWN MANUFACTURER, A FULLY THREADED Ye OWWAMET€R LAG SCREW FREDRILLED Wf MIN.,S"'PENETRATION TO CE.NI t.R OF TOP PLATE.STUDS,OR MADER., F{4GRS REQ7,2.3(E.) QSONN ATTAONMEENT FOR LATERAL LOAD f 10 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE POST REQUIREMENTS Figure 8B. Alternate Approved Post-to-Beam All deck post sizes shall be 6x6(nominal)or larger, and Post Cap Attachment. the maximum height shall be in accordance with Table 4 Solid sawn or and measured from grade or top of foundation, multi-ply bearn whichever is highest,to the underside of the beam. Under prescriptive limits of this document, 8x8 nominal posts can be substituted anywhere in Table 4 but are i1 pv t I limited to a maximum height of 14'-0".Posts shall be11 r i centered on footings. Cut ends and notches of posts shall be field treated with an approved preservative(such as 9 ocoppernaphthenate) [R402.1.2].The beam shall be 6x6min o I attached to the post by notching as shown in Figure 8Apos or by providing an approved post cap to connect the beam and post as shown in Figure 8B.All 3-ply beams shall be connected to the post by a post cap.All through- bolts shall have washers under the bolt head and nut. Attachment of the beam to the side of the post without notching is prohibited(see Figure 9). Figure 9. Prohibited Post-to-Beam Attachment Condition. Provide diagonal bracing parallel to the beam at each corner post greater than 2'-0" in height as shown in Figure 10. Diagonal bracing is prohibited on center posts. Bracing shall be fastened to the post at one end and the beam at the other with '/2"diameter lag screws. For non-ledger decks, (see Figure 21)diagonal bracing 1•. Through-bolts, Note Support of beams w; may be omitted at the beam and posts adjacent to the 1 lag screws,or fasteners only Is prohibited. house. ipppvl nails. Bearing is required.See Figure BA. Figure 8A. Post-to-Beam Attachment Requirements. 2))"diameter through-bolts single 3°or 4" nominal or double \ with washers 2"nominal beam kr beam must 53" Figure 10. Diagonal Bracing. bear fully ono" notched 6x6 6x6 mm. r—"beam r co 2x4,typical 1)1/2"diameter- 111 wT aye lag screw with washers,typical Typical Post At Space DIAGONAL BRACING PARALLEL TO BEAM Note' Diagonal Bracing is prohibited on center posts. American Wood Council 14 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE Figure 13A. Wood I-Joist Profile. Figure 13B. Metal Plate Connected (MPC) Wood Floor Trusses with a 2x4 Lumber "Ribbon" at the Ends of the Trusses. 2x4 RIBBON BOARD- not intended forte. v. deck attachment% f MPC FLOOR TRUSSES i I J. FOUNDATION WALL Figure 14. General Attachment of Ledger Board to Band Joist or Rim Joist. remove siding at ledger exterior sheathing -- ---oj\-- prior to installation existing stud wall r 1 threshold carefully flashed and Il caulked to prevent water intrusion existing 2x band joist---- ledger and joist flush on top or 1"minimum continuous flashing EWP rim joist extending past joist hanger 2"min. deck joist n y j'.14 r 1-5/8" min. 111 511 max._ 4 .. -0i 7 1/2"diameter lag2min.I i screws or2xfloorjoist, wood I-joist, through-bolts with or MPCWT washers joist hanger 4 . existing r,,. wall y_:.__ 2x ledger board; must be greater than or equal to the depth of the deck joist and no greater than the depth of the house band or rim joist Figure 15. Attachment of Ledger Board to Foundation Wall (Concrete or Solid Masonry). embed anchors per manufacturer recommendations to resist corrosion and decay, this area should be caulked Nir deck joist existing concrete_' or solid masonry" wall T„„. IfI approved1/2"detxr Note: Blocks filled expansion, with grout or epoxy,or adhesive concrete at anchors with washers anchor locations joist hanger for new construction 2x ledger board; must be greater than or equal to the size of the joist American Wood Council 16 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE Placement of lag screws or bolts in deck ledgers the deck ledger(see Figure 19). Proper installation of lag The lag screws or bolts shall be placed as shown in screws or bolts shall be verified by the authority having Figure 19. The lag screws or bolts shall be staggered jurisdiction. from the top to the bottom along the horizontal run of Figure 19. Ledger Board Fastener Spacing and Clearances. stagger See Table 5 N 'E In 2 rrowsasteners See Figure 14 for rim joist fastener spacing 0 C _. __ 5.5"min.for 2x8 *Distance can be reduced to 4.5" 5"max. III 6.5"min,for 2x10 if lag screws are used or bolt 0 0 0 7.5"min.for 2x12 spacing is reduced to that of lag screws to attach 2x8 2"min. lag anchor with washer screw,through-bolt or ledgers to 2x8 band Joists(1/2" ledger3/4 min. stacked washers not permitted) Through-Bolts manufacturer's recommendations.All anchors must have Through-bolts shall have a diameter of`h".Pilot holes washers. for through-bolts shall be 17/ 32" to 9/16" in diameter. Through-bolts require washers at the bolt head and nut. Lag Screws Lag screws shall have a diameter of (see MINIMUM Expansion and Adhesive Anchors REQUIREMENTS).Lag screws may be used only when Use approved expansion or adhesive anchors when the field conditions conform to those shown in Figure attaching a ledger board to a concrete or solid masonry 14. See Figure 20 for lag screw length and shank wall as shown in Figure 15. Expansion and adhesive requirements. All lag screws shall be installed with anchor bolts shall have a diameter of Minimum washers. spacing and embedment length shall be per the Figure 20. Lag Screw Requirements. lag screws must be hot- dipped galvanized or stainless steel only screw must penetrate 1-1/2"shank length must extend through beyond band board II Vow g a minimum of 1/2" no threads) existing band board Lag screw installation requirements: Each lag screw SCREWS WITH A HAMMER. Use soap or a wood- shall have pilot holes drilled as follows: 1)Drill a 'h" compatible lubricant as required to facilitate tightening. diameter hole in the ledger board,2)Drill a 5/ I6" Each lag screw shall be thoroughly tightened(snug but diameter hole into the band board of the house. DO NOT not over-tightened to avoid wood damage). DRILL A 'h"DIAMETER HOLE INTO THE BAND JOIST. The threaded portion of the lag screw shall be inserted into the pilot hole by turning. DO NOT DRIVE LAG American Wood Council PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE 19 GUARD REQUIREMENTS construction when approved by the authority having All decks greater than 30"above grade are required to jurisdiction. have a guard[R312.1]-one example is shown in Figure 24. Other methods and materials may be used for guard Figure 24. Example Guard Detail. 2x2 baluster,typical 4x4 post,typical 2x6 or 5/4 board rail cap:attach to guard post with DO NOT NOTCH h*__•_6'-0"maximum spacing 3)#12 by 3"long screws or(3)16d threaded nails with 0.148"nominal diameter 111111110036" minimum 2x4 top and bottom; attach to guard post with 2)8d threaded nails or i t• _. ®fie' IIIHPiiM Eill" NO (2)#8 wood screws a2-'/:" long on inside face minimum nominal 2x8 rim or outside joist 2)1/2"diameter attach balusters at top and bottom through-bolts openings shall not allow with(1)#8 wood screw or(2)8d and washers the passage of a 4 post-frame threaded nails withdiametersphere 0.135"nominal diameter GUARD POST ATTACHMENTS FOR REQUIRED Figure 25.Guard posts for required guards that run GUARDS perpendicular to the deck joists shall be attached to the Deck guard posts for required guards shall be a rim joist in accordance with Figure 26.Only hold-down minimum 4x4(nominal)with an adjusted bending anchor models meeting these minimum requirements design value not less than 1,100 psi.Joists and rim joists shall be used.Hold-down anchors shall have a minimum to which guard posts are attached shall be a minimum of allowable tension load of 1,800 pounds for a 36" 2x8(nominal). maximum guard height and be installed in accordance with the manufacturer's instructions. Guard posts for required guards which run parallel to the deck joists shall be attached to the outside joist per Figure 25. Guard Post to Outside-Joist Example. i ti see FIGURE 24 for guard guard posts can be installed as is-.. component attachment shown in Figure 26(between joists) guard posts may be requirements if blocking Is installed as shown below located on either side within 12"of each side of the post of the outside-joist at first interior bay, provide 2x blocking at guard posts guard post—I.— with hold-down anchors;attach blocking with 10d threaded nails top and bottom, each side 2)1/2"dia. through- voutside-oist bolts and washers 1 min. 2x8(nom.) Alternate attachment of hold-down II"2"minas ; T.anchors to framing members Mill2-1/2"min. and 5"max. jf possible per manufacturer's 2'min.A.a f 1 instructions.11 outside-joist SECTION guard post' PLAN VIEW min. 2x8(nom.) American Wood Council 20 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE Figure 26. Guard Post to Rim Joist Example. Alternate attachment of hold-down anchors to framing members are possible per manufacturer's instructions. see FIGURE 24 forguard — coo hold-down anchor component attachment joists requirements guard post guard post align guard immmom post at joist rim Joist locations min.2x8(nom.) hold-down anchor rim joist rim Joist min:2x8(nom.) joist _min.2x8 (nom,) minimum (2)1/2"- 0• !` . _ 2" min. hold-down anchor diameter through- pi 2-112"min. and 5"max, bolts and washers min. at joist location between Joists SECTION PLAN VIEWS STAIR REQUIREMENTS Figure 27. Tread and Riser Detail. Stairs,stair stringers,and stair guards shall meet the requirements shown in Figure 27 through Figure 34 and riser may be open,but Table 6 except where amended by the local jurisdiction. shall not allow the All stringers shall be a minimum of 2x 12. Stair stringers passage of a 4"diameter sphere minimumshallnotspanmorethanthedimensionsshowninFigure10 L___.....__. l 28. If the stringer span exceeds these dimensions,then a ed width 4x4 post may be provided to support the stringer and7-3/4"maximum riser,height shall risers:1x materiel,minimum shorten its span length.The 4x4 post shall be notched not deviate from — and bolted to the stringer with(2) Yz"diameter through- one another by bolts with washers per Figure 8A.The post shall be more than 3l8" treads:see Figure 29 and Table 8 centered on a 12"diameter or 10" square, 6" thick j footing. The footing shall be constructed as shown in eMa3/4" 1 ll nott dde nodnpnosing frommoone Figure 34 and attached to the post as shown in Figure 12. another by more than 3/8" An intermediate landing may also be provided to shorten the stringer span(see provisions below).If the total vertical height of a stairway exceeds 12'-0",then an intermediate landing shall be required.All intermediate stair landings must be designed and constructed as a non-ledger deck using the details in this document. Stairs shall be a minimum of 36" in width as shown in Figure 33 [R311.7]. If only cut stringers are used, a minimum of three are required.For stairs greater than 36" in width,a combination of cut and solid stringers can be used,but shall be placed at a maximum spacing of 18"on center(see Figure 29).The width of each landing shall not be less than the width of the stairway served.Every rectangular landing shall have a minimum dimension of 36"measured in the direction of travel and no less than the width of the stairway served[R311.7]. American Wood Council PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE 21 Figure 28. Stair Stringer Requirements. Figure 29. Tread Connection Requirements. Attachment per tread at each stringer or ledger: 2x or 5/4 treads-(2)8d threaded nails or(2)#8 screws a2-1/2"long 3x_treads-(2)16d threaded nails or(2)#8 screws 23-1/2"long stringer j treads:2x_or 5/4 board treads:see Table 6 ;, r+ 18"max I 18"max 'i 36"max I ii- 2x4 ledgers,each side.full depth of tread:attach with(4)10d threaded stringers_" nails or(4)#8 wood screws ir3"long max soan=6'-0'CUT STRINGER SOLID STRINGER 1 CUT STRINGER 3 max.span a 13'-3" SOLID STRINGER Figure 30. Stair Guard Requirements. Figure 31. Stair Stringer Attachment Detail. 6'-0"maximum rim joist or between posts outside joist stair guard is required for stairs with a total rise of 30"or more; see GUARD I REQUIREMENTS for I more information sloped joist hanger, minimum vertical capacity of625 Ibs; see JOISTT HANGERS for more requirements stair guard height: HI': II o ATTACHMENT WITH HANGERS 34"min. measured0 from nosing of step 0 0 Openings for required guards on the Triangular opening shall- Table 6. Minimum Tread Size for Cut and Solid sides of stair treads shall not allow not permit the passage Stringers.' a sphere 4-3/8"to pass through.of a 6"diameter sphere. Cut Solid Species Stringer Stringer Southern Pine 2x4 or 5/4 2x8 Douglas Fir Larch, Hem-Fir, SPF2 2x4 or 5/4 2x8 or 3x4 Redwood,Western Cedars, Ponderosa Pine,3 Red Pine3 2x4 or 5/4 2x10 or 3x4 1.Assumes 300 lb concentrated load,L/288 deflection limit,No.2 stress grade,and wet service conditions. 2. Incising assumed for Douglas Fir-Larch,Hem-Fir,and Spruce- Pine-Fir. 3. Design values based on northern species with no incising assumed. American Wood Council 22 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE STAIR HANDRAIL REQUIREMENTS STAIR FOOTING REQUIREMENTS [R4031 All stairs with 4 or more risers shall have a handrail on Where the stairway meets grade,attach the stringers to at least one side(see Figure 32A) [R311.7.8]. The the stair guard posts as shown in Figure 34.Posts shall handrail height measured vertically from the sloped bear on footings.All footings shall bear on solid ground plane adjoining the tread nosing shall be not less than 34 and shall be placed at least 12 inches below the inches and not more than 38 inches(see Figure 30) undisturbed ground surface or below the frost line, R311.7.8.1]. Handrails shall be graspable and shall be whichever is deeper(see Figure 34). Stringers shall bear composed of decay-resistant and/or corrosion resistant on a 2x4 bearing block attached to the post as shown. material.Handrails shall be Type I,Type II,or provide Stringers shall not bear on new or existing concrete pads equivalent graspability(see Figure 32B). Type I shall or patios that are not founded below this depth.When have a perimeter dimension of at least 4" and not greater guards are not required(see GUARD than 6-1/4". Type II rails with a perimeter greater than REQUIREMENTS),posts may terminate below the 6-1/4" shall provide a graspable finger recess area on both bottom tread elevation.Bolts are only required if a guard sides of the profile [R311.7.8.3]. All shapes shall have a post is required. smooth surface with no sharp corners. Handrails shall STAIR LIGHTING REQUIREMENTS [R303.71 run continuously from a point directly over the lowest riser to a point directly over the highest riser and shall Stairways shall have a light source located at the top return to the guard at each end(see Figure 33).Handrails landing such that all stairs and landings are illuminated. may be interrupted by guard posts at a turn in the stair The light switch shall be operated from inside the house. R311.7.8.2]. However,motion detected or timed switches are acceptable. Figure 32A. Handrail Mounting Examples. Figure 33. Miscellaneous Stair Requirements. k 0. j - - Fasten handrails per manufacturer recommendations t5b min. alI+ 14 C it'min. 14 min. handrail .c t. handrail shell 2xblockingreturn at each end q"min. _i {. 12"min.-+f 34`-38"to nosing 17" a'ui"''typical 36"min.stair width 1111 wall--t corrosion-resistant guard handrail hardware i I 1 Post r-1-1-,r-1-1-, MOUNTED TO GUARD MOUNTED TO WALL t. j I Figure 32B. Handrail Grip Size. Figure 34. Stair Footing Detail. 1,1,°.4"cut post at bottom tread (2)'A"diameter through-bolts elevation when no stair with washers required only guard is required if guard is required:otherwise 1;"-2" use(2)#8 wood screws a3-'/:" 2;"max, 4+ x long or(2)16d threaded nails s" r I Attach 2x4 bearing block using 1° stair ji o/ (8)#8 wood screws a3-14"long stringer Ii L7,_/. or(8)16d threaded nails a1 r E 4x4 __• E NONCIRCULAR CIRCULAR RECESSED post 1 I R311.7.7.3 Type I] R311.7.7.3 Type II] 6" ZNi Perimeter:4"-61"Perimeter:>61"minimum 10"x10"squareor` frost depth 12"dia.footing American Wood Council