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PLANS w 1. TOWN OF QUEENSBURY L :: 14_; °���:� L Tik !� i , BUILDING at CODES DEFT. JUN 2 6 2 2a a �. , [.t,i) TOWN OF QUEENSE URY BUILDING&CODES FILE COPY 11 111iii.:dH.d.'.°'°114:°1°1°...11°°°.o°..°4°0...0.11.#..>..P0°.0.0 --->- ..,----_-.- 1711011 // :1° !1,111ii-Ii fII�Jlprl 1411 a \\` 11 c114 I,.�11' ' / /i4 1 111e1:ir1 <# _ - ! l /�Ill„ lb. 1 IP ‘II 1 _--- Top View ( Curtis Lumber Jerrryry Stockman 885 Routs 67 Ref:Deck 1 Ballston Spa,NY Scale:To fit " _ `.-._ TOWN OF QUEENSBURY BUILDING DEPARTMENT 308.12-1-36 AST-0350-2020 Based on our limited examination,compliance with our comments shall not be construed as Stockman, Gerald indicating the plans and specifications are in full compliance with the Building Codes of 116 Burnt Hills Dr New York State. Deck 400 s.f. 30' • 20' 2' 8' 0 in c) o N O ('p --- ——_—— i 12IN SONG TUBE 6x6 Post 13-2x8LM BeoM� ri f- 22' 22' 8' Plan View Curtis Lumber Je Stockman 885 Route 67 06/9/20 Ref:Deck 1 Ballston Spa,NY Scale:3/16"=1' s h4>-k0&es � set- ail' 14c" d e,e I4e/1 n ems". f36►4s ors 1� �CGt ragt- ao Es. 10 6.- use. Jo Z►Y%C C o 4t h RwPrrr, Shrw9s0r-1 Post- BasC, pos?- cap 13ccekcs lab $e uSe.d et* 6XG Porl� See, ak.4-60L,,,,.d S Le-e* [eclat- Czs h ecf�4r_--.o 4-10 N s , r • • • • • • -r • 7'11 3/4' ' 1 Q • C k� 6'13/4' i_f_31 I t'10 1/2' • BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 19'II 1/4" 3 9'3' B 21'10 1/2' 3 10'2 1/2' Post spacing is measured center-to-center. • Depth of concrete footers--48' Beam Layout for Level 1 Curtis Lumber Je Stockman 885 Route 67 06/19/20 Ref:Deck 1 Ballston Spa,NY Scale:3/16"=1' • • • • • • • 4'1 1/2' • r A • r 10 1/2' • • • BEAM BEAM POST POST LABEL . LENGTH COUNT SPACING A 7'10 1/2' 2 6'5' . Post spacing is measured center-to-center. • Depth of concrete footers---48' • Beam Layout for Leve12 • Curtis Lumber Jerry Stockman 885 Route 67 I O6/19/2O Ballston Spa,NY Ref:Deck 1 =Scale:1/2 .1' f • • • • • • • J)20' 0 / G)11,;?i t' C)o)62• g. C)7'7' f G)11.6.. T G)11'7' ' C)7'6' I C)7'7' 11'0' • G)11'7• C)T6'. C)7'7' ) G)11'6' p G)11'7• C)7'6' o G)11'6' w. G)11'7' [ C)7'0' C)7'7' 1 O)11'6.' G)11'7' , C)7'6' C)7'7' G)11'6' TG)11'7' C)7'6' C)7'7' 1 G)11'6' 2 G)11'7• I 0)7'6' C)7'7' G)11'6' • G)t1'7' "_— C)7'9. H)12'11' I C)6'11' • C)7'7' H 12'9' • H)12'11' C)7'10' G).11'7' F 9'5' C)7'7' H)13.5' -_ G)11'7' I F)9'5' C)7'7' 1 H).13'5' G)11'7' ` F)9'5' C)7'7' H)13'5' G)11'7' 1 F)9.5' C)7'7' I H)13'5' 0)11'7• 1 F)9.5- .__ C)7.7' H)13'5• • Ot• 11'7' _ F)9'5' • C)7'7' I H)13'5' / - 'K.)21'11• Plank Layout(level I) • Curtis Lumber Jerry Stockman. • 885 Route 67 06/19/20 - Ref:Deck 1 Ballston Spa,NY I Scale:1/4"=1' L D ) 7' 11 " C) 7' C) 7' C) 7' C) 7 ' co C ) 7' C) 7' C) 7' C) 7' C) 7' C) 7' C ) 7' D) 7' 1 1 " Plank Layout(level 2) Curtis Lumber Jerry Stockman 1 885 Route 67 06/19/20 Ref:Deck 1 Ballston Spa,NY Scale:3/4"=1' ID Wood Type Size Quantl Lengthl Quant2 Length2 A) PT 5/4x6 1 8 . 00 ° B) PT 5/4x6 1 12 . 00 ° 1 8 .00 ° C) PT 5/4x6 38 8 .00 ° D) PT 5/4x6 2 8 . 00 ° E) PT 5/4x6 1 10 , 00 ° F) PT 5/4x6 6 10 . 00 ° G) PT 5/4x6 23 12 , 00 ° H) PT 5/4x6 10 14 . 00 ° I) PT 5/4x6 1 16.00 ° J) PT 5/4x6 2 10 .00 ° K) PT 5/4x6 1 14 . 00 ° 1 8 ,00 ° • Plank Layout Curtis Lumber JerryStockman 885 Route 67 0Ref: 1 Ballston Spa,NY STRESS ANALYSIS FOR LEVEL 1 CUSTOMER: JERRY STOCKMAN DATE: 06/19/20 DESIGN: DECK 1 REF: 20162124.ZP1 SALESMAN # TOM KELLER • MEMBER STRESS FACTOR COMPOSITE, TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 210 PSF 16" BENDING 193 PSF. SHEAR 152 PSF COMPRESSION 374 PSF 152 PSF • BEAMS 3-2XSLM DEFLECTION 74 PSF • BENDING 65 PSF SHEAR 69 PSF COMPRESSION 409 PSF 65 PSF POSTS 6X6 STABILITY 758 PSF BEARING 514 PSF 514 PSF TOTAL LOAD 65 PSF DEAD LOAD 10 PSF LIVE LOAD 55 PSF STRINGERS 2X12 DEFLECTION 560 PSF BENDING 371 PSF SHEAR 221 PSF COMPRESSION 806 PSF TOTAL LOAD 221 PSF DEAD LOAD 10 PSF LIVE LOAD 211 PSF STRESS ANALYSIS FOR LEVEL 2 CUSTOMER: JERRY STOCKMAN DATE: 06/19/20 DESIGN: DECK 1 REF: 20162124.ZP1 SALESMAN 4 TOM KELLER MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 1041 PSF 16" BENDING 780 PSF SHEAR 376 PSF , COMPRESSION 750 PSF 376 PSF BEAMS 3-2X8LM DEFLECTION 300 PSF BENDING 221 PSF SHEAR 185 PSF COMPRESSION 776 PSF 185 PSF POSTS 6X6 STABILITY 3633 PSF BEARING 2472 PSF 2472 PSF TOTAL LOAD 185 PSF DEAD LOAD 10 PSF LIVE LOAD 175 PSF ��(cc 2020 Residential Code of New York ;; premiumACCESS State First Printing:Nov 2019 - • CHAPTER 3 BUILDING PLANNING R312.1 Guards.. Guards shall be provided in accordance withSections R312.1.1 through R312.1.4. R312.1.1 Where required. Guards shall be provided for those portions of open-sided walking surfaces, includingstairs, ramps and landings,that are located more than 30 inches (762 mm) measured vertically to the floor or grade below at any point within 36 inches(914 mm) horizontally to the edge of the open side.Insect screening shall not be considered as a guard. R312.1.2 Height. Required guards at open-sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches(914 mm) in height as measured vertically above the adjacent walking surface or the line connecting the nosings. Exceptions: 1. Guards on the open sides of stairs shall have a height of not less than 34 inches (864 mm)neasured vertically from a line connecting the nosings. 2. Where the top of the guard serves as a handrail on the open sides of stairs,the top of theguard shall be not less than 34 inches (864 mm) and not more than 38 inches(965 mm) as measured vertically from a line connecting the nosings. - R312.1.3 Opening limitations. Required guards shall not have openings,from the walking surface to the requiredguard height that allow passage of a sphere 4 inches(102 mm)in diameter. Exceptions: 1. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of wuard, shall not allow passage of a sphere 6 inches(153 mm) in diameter. 2. Guards on the open side of stairs shall not have openings that allow passage of a sphere 4/8 inches (111 mm)in diameter. • R312.1.4 Exterior plastic composite guards. Plastic composite exterior guards shall comply with the requirements ofSection R317.4. Copyright © ICC All Rights Reserved. Accessed by David Hatin on 07/02/2020 pursuant to License Agreement with ICC.No further reproduction or distribution authorized.Any Unauthorized reproduction or distribution is a violation of the federal copyright,and subject to civil and criminal penalties thereunder. ksv, 2020 Residential Code of New York premiumACCESS State First Printing:Nov 2019 CHAPTER 5 FLOORS R507.2.4 Flashing. Flashing shall be corrosion-resistant metal of nominal thickness not less than 0.019 inch (0.48 mm) oepproved nonmetallic material that is compatible with the substrate of the structure and the decking materials.• Copyright © ICC All Rights Reserved. Accessed by David Hatin on 07/02/2020 pursuant to License Agreement with ICC.No further reproduction or distribution authorized.Any Unauthorized reproduction or distribution is a violation of the federal copyright,and subject to civil and criminal penalties thereunder. premiumACCESS 2020 Residential Code of New York IMM State First Printing:Nov 2019 CHAPTER 5 FLOORS MINIMUM 2' MINIMUM 2'2 SINGLE PLY BEAM--, MULTIPLE•PLY'BEAM .�_ (2)1/27OIAMETER_ r r THROUGH-BOLTS OR APPROVED 1 - EQUIVALENT. CONNECTOR POST NOTCH-= KID FOR FULL-BEAM I hq BEARING 2':; BEAM_SPLICE1,19j Ss; t2 _ _ 23. z2'/ 4 For SI:1 inch =25.4 mm. FIGURE R507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION Copyright © ICC All Rights Reserved. Accessed by David Hatin on 07/02/2020 pursuant to License Agreement with ICC.No further reproduction or distribution authorized.Any Unauthorized reproduction or distribution is a violation of the federal copyright,and subject to civil and criminal penalties thereunder. premiumACCESS Sat Residential Code of New York First Printing:Nov 2019 CHAPTER 5 FLOORS 51.MIMMUPoI FOR., BEARSPLICES BEAM SPLICE ''(IF REQUIRED) (IF REQUIRED)..__, 1-- MUSTOCCUR OVER POST `s r c APPROVED" POST CAP. I• t BEAM OVER POST CAP BEAM OVER POST' For SI:1 inch=25.4 mm. FIGURE R507.5.1(1) DECK BEAM TO DECK POST Copyright © ICC All Rights Reserved. Accessed by David Hatin on 07/02/2020 pursuant to License Agreement with ICC.No further reproduction or distribution authorized.Any Unauthorized reproduction or distribution is a violation of the federal copyright,and subject to civil and criminal penalties thereunder. • -_- • • DECK STABILITY Decks greater than 2 feet above grade shall be provided with diagonal bracing. . Figure 22. Diagonal Bracing Requirements ------ ----�- ------ --------- -- ---_-- ------ ----- � • ■•• • provide blockingw when joists align l / N \ 1, r // L beam t N, Allimm—...., ....,-.ri ...,.iii yy beam 2' _ . ,,.. joist at post 's 2x4,typical (1)3/8"diameters locations g thru-bolt with o washers,typical 4 c_ _ --_.__.--- -BRACIh(G PARRCCEL TG-BEf1M----- __ ------BRACING PERPEND[CU_AR`TO-BE4M___.__._-- -_-__ American Wood Council premiumACCSS 2020 Residential Code of New York State First Printing:Nov 2019 CHAPTER 5 FLOORS TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING Ledger' 2 inchesd 3/4Inch 2 inchesb 15/8 inches" Band joists 3/4 inch 2 inches 2 inchesb 15/8 inchesb For SI: 1 inch = 25.4 mm. a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R5O7.9.1.3(1). b. Maximum 5 inches. c. For engineered rim joists, the manufacturer's recommendations shall govern. d. The minimum distance from bottom_row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.9.1.3(1). Copyright © ICC All Rights Reserved. Accessed by David Hatin on 06/16/2020 pursuant to License Agreement with ICC.No further reproduction or distribution. authorized.Any Unauthorized reproduction or distribution is a violation of the federal copyright,and subject to civil'and criminal penalties thereunder. \ F� 2020 Residential Code of New York �l"�em 19UmCCl/���CS state First Printing:Nov 2019 CHAPTER 5 FLOORS TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOISTa,b(Deck live load =40 psf,deck dead load= 10 psf, snow load s 40 psf) JOIST SPAN CONNECTION DETAILS 6'and 6'1"to 8'1"to 10'3."to 12'1"to 14'1"to 16'1"to less 8' 10' 12' 14' 16' 18' On-center spacing of fasteners 1/2-inch diameter lag screw with'/2-inch 30 23 18 15 13 11 10 maximum sheathings•d 1/2-inch diameter bolt with 1/2-inch maximum 36 36 34 29 24 21 19 sheathings. 1/2-inch diameter bolt with 1-inch maximum 36 36 29 24 21 18 16 sheathings For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa. a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. b. Snow load shall not be assumed to act concurrently with live load. c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. d. Sheathing shall be wood structural panel or solid sawn lumber. e. 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. • Copyright © ICC All Rights Reserved. Accessed by David Hatin on 06/16/2020 pursuant to License Agreement with ICC.No further reproduction or distribution authorized.Any Unauthorized reproduction or distribution is a violation of the federal copyright,and subject to civil and criminal penalties thereunder. remi mACCESS Mit 2020 Residential Code of New York state First Printing:Nov 2019 CHAPTER 5 FLOORS SHEATHING NOTE SIDING THIS DETAIL IS APPLICABLE WHERE FLOOR JOISfS.ARE FLASHING FOR PARALL ALTO DECK JOISTS. WATERTIGHTNESS DECKING. • APPROVED JOISTH.4NOERS 2"MIN. 2*LEDGER WITH.FASTENERS IN ACCORDANCE'WITH TABLE R507.2 • HOLD-DOWN DEVICE MIN 750 LS.CAPACITY FLOOR JOISTS AT 4 LOCATIONS;EVENLY DISTRIBUTED • ALONG DECK AND ONE WITHIN 24"OF EACH END OF'THE LEDGER.HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FULLY THREADED 4.4 DIAMETER LAG, SCREW PREDRILLED-W(MIN.3"PENETRATION TO CENTER OF TOP PLATE,STUDS.OR HEADER. For 51:1 irta:Is=25.4 mm,1 foot=304.8 mm. FIGURE R507.9.2(2) DECK-ATTACHMENT FOR LATERAL LOADS • • • Copyright © ICC All Rights Reserved. Accessed by David Natin on 06/16/2020 pursuant to License Agreement with ICC.No further reproduction or distribution authorized.Any Unauthorized reproduction or distribution is a violation of the federal copyright;and subject to civil and criminal penalties thereunder. • rwr�rl�t�C premium'`CCESS 202 Residential Code of New York StaFirst Printing:Nov 2019 CHAPTER 5 FLOORS STAGGER FASTENERS § IN2ROWS • t 5.6"MIN.FOP,2 X a` 'DISTANCE SHAU.BE PEREhI11E0 TO 5"MA. 65'?.:IN.FQR2X to SEREDUCE:1,1G4,5'IF LAG SCREIWS 1 (iY 7.5°MIN.FPR2 X 12 ARE USED OR Emu SPACING IS REaz1cep TO THAT OF LAG SCREWS LAG SCREW OR SOLt TO ATTACH 2 X 5 LEDGERS TO 2 X$ 2"MIN. ._W / I BAND JOISTS. LEDGER '314"Mkt. For SI:1 inch=25.4 mm. FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND DOLTS IN LEDGERS Copyright ©.ICC All Rights Reserved. Accessed by David Hatin on 06/16/2020 pursuant to License Agreement with ICC.No further reproduction or distribution authorized.Any Unauthorized reproduction or distribution is a violation of the federal copyright and subject to civil and criminal penalties thereunder. tzt�! premiumACCESS 2020 Residential Code of New York First Printing:Nov 2019 CHAPTER 3 BUILDING PLANNING R312.1.2 Height. Required guards at open-sided walking surfaces, including stairs, porches, balconies or landings,shall be not less than 36 inches(914 mm) in height as measured vertically above the adjacent walking surface or the line connecting the nosings. Exceptions; 1. Guards on the open sides of stairs shall have a height of not less than 34 inches (864 mm)neasured vertically from a line connecting the nosings. 2. Where the top of the guard serves as a handrail on the open sides of stairs,the top of theguard shall be not less than 34 inches(864 mm)and not more than 38 inches(965 mm)as measured vertically from a line connecting the nosings. • Copyright © ICC All Rights Reserved. Accessed by David Hatin on 06/17/2020 pursuant to License Agreement with ICC.No further reproduction or distribution authorized.Any Unauthorized reproduction or distribution is a violation of the federal copyright,and subject to civil and criminal penalties thereunder. •. - ...,. ,-,./46-, , ' • . , , .,,n,. . t -7, t . ' ,4"ii '•ta. ..„,-;. • -* - 4; .', , •• . „ . ,,,,,,:. ••••,..d.'-,,`•'.:;.'4.''.,,,it , ,,•., -,,o,,,f, .,i , . Ifst,.1,, „ ,,• . , ...0 , ...„. • .. • ',.--,. ' . 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