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PLANS _ . .-----— .- ''sj-- ia Iv, ,,.,,,e'4--, •I-',_ ‘3,,,,,411,4w„ i: ((I()( 1f , 1 11 1 7 1t,N- k...Ai ;,,', tir:-- ...:;1. , :. , • . .,., ___,,,, , , ,.1 iDIA,.„,,, -- '7 '''''....r.t. -- ; ' j a-‘;' Cr'''. : ,.., / I() 7 I i NOV 0 4 2020 , r . - 7, it]\,a7,, ......,,,,,,,,,, f Tait\riN OF ',_ ' -- '. . '.:'!',i' !'-:?'-, • : li 7---,,,,......,.... Ptb Ul aL-k-d a isk A L.., v,,fc L .e.v\.. ......:Lz..„ de 1 , . .1 i 1 !• ,TO VVN OF QUEENSBURY • ? BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shall not be construed as indicating the plans and specifications are in 1)714 full compliance with the Building Codes of New York State. _ z-~, i m , ... ,,.., ... , ..,,, v--1 C..S.k.1 r•. ,1.? f•I C %I '.•14 '; f. . .V.1 i 1 i 1 I Z 1 I t, Li, FOWN OF CILEENSBURY Dm 5-9m.e,.. p r',.C\7, .0 kThr-FTD7` 41^,...,".A „i',A:...e....,,:i kaii= i a 1 , ';• FILE COPY ti 0t c .ej ls ,i .t, i ------- 1 . ...._, Abfq RAPtialb NOV 0 3 2020 TOWN OF QUEENSBURY BUILDING& CODES _.........„ ...._ ..... ____ _..s,.._„...._ _.......... , „,..._ - 1 k 2 7 4 153 f i 1 i ( Lair eik 0 / tte ',.'' isvo?Aitvoivk$ ' ,.... v. •e"-\), , 1 ; i r--- . , . , i ..... ,... 1 , ,..., MOD I ( i .............._........__........__......— 3 0 _ - QT--,1- -fp-D of - 4,,,, 19,, th\4 „%li -Nd?\ mk. , tig xv3;ht -00.. ( ti) , lel - gfeA 0 •-----_____-.-& ...-^ , I I s \ .,...+144, 6 ,.....mameatio. I c—•-••-•".per,. 451 •--..".i v... 6 al ,..._ \6 ‘)er -114 1-koci-C, .1....,....„,t, CHAPTER 5 FLOORS M z STA6GER'K4ST5NERS," IN'2`ROWS ® 1. ©; ,m 5 5 MIN FOR 2 X 8. 'DISTANCE SHALL BE PERMITTED TO: 5.MAX 8a PAIN FOR2,X10 'PR EREDUCED7045 IFLAGSOREWS 5 itiSIN.FOR 2 X 12 ARE USED,OR BOLT SPACING IS 0 0 REDUCED TO THATOF.LAG SCREWS: I f - TOATTACH2XBLEDGERS.7O2X8 2"MIN: BAND JOlS7S, LEDGER LAGSCREW OR BOLT 3/4"MIN. For SI: 1 inch = 25.4 mm. FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS Copyright © ICC All Rights Reserved. Accessed by David Hatin on 11/05/2020 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. 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 1I/05/2020 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. CHAPTER 5 FLOORS SHEATHING' L" NOTE: SIDING THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE - FLASHING FOR:, PARALLELTO DECK JOISTS. 111 WATERTIGHTNESS- DECKING III APPROVED JOIST HANGERS 2"MIN- � 2z LEDGER WITH FASTENERS.. 1 I11 r INACCORDANCE WITH.TABLE.R5072.. HOLD-DOWN DEVICE NUN750 LB:CAPACITY FLOOR JOISTS:.. AT LOCATIONS,EVENLY DISTRIBUTED' ALONG DECK AND ONE:WITHIN'24 OF EACH END.Or THE:LEDGER_'HOLD-DOWN DEVICES' SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FUU-Y.THREADED-la".DIAMETER LAG SCREW PR EDRILLED.W!MIN..3"PENETRATION TO CENTER OF TOP PLATE;STUDS,OR HEADER. For SI: 1 inch = 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 Hatin on 11/05/2020 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. CHAPTER 5 FLOORS F. HOW-DOWN OR SIMILAR -TENSION DEVICE Le FLOOR MUM O CENTER NAILING ERAT 6"f.1AXIMUA!ON C'cNTEFi TO JOIST WITH HOLD-DOWN .f. 11i it. -7‘0441, E. 4- + x . FLOOR JOIST i ' DECK.JOIST i For SI: 1 inch = 25.4 mm. FIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS Copyright © ICC All Rights Reserved. Accessed by David Hatin on 11/05/2020 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. 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 11/05/2020 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.