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scope of work Q / 4.9_WN OF QUEENSSURY 2-1— 1 � 2'2 0ILDING & C ODES DEPT. -C) 1 q Reviewe By: M I --- ' 4r" TOWN OF QUEENSBURY Date: y L Z. l \ BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shall not be construed as rr ► -' indicating the plans and specif+cations are in 1 full compliance with the Building Codes of 6'5` New York State. o T81 b"1- poa+ CV uj{) 11'4 3/4" 1 I ,� cV = , '''';-- 3 !a I , I■I _LI.J , IIII '' °JJ /Z I x 4 1 c.a xt.rt c, lL.� ® r:t�lOvw�i ��1 Sd1�7 1tatt0�^ S la'a �_ z'6 I/4' It_!_!J!L!iflhi_, ) , I'II-I II11I I�I■I■1■1■1■I■1■I■I■_____ I IF 1'101/2 L.10.1-- 1:1541"--"---iii :-,' oD -, U r-,3-yhetis-w___KiliF 3glivieg BEAM BEAM POST POST 1A VI LABEL LENGTH COUNT SPACING UMW r' I� A 5' 2 3' 9 1/2" �; I B 25' 10 1/2" 4 8' 1 3/4" , FILECOPY C 21' 4 3/4" 3 9' II 3/4" 1 Post spacing is measured center-to-center. Depth of concrete footers --- 48" k 46 /t X:7.' 1/t s ( '- i"A-5 5441,75 . eizoi-e -crc ' __ 302.14-1-66 AST-0237-2019 - --- Beam Layout for Level 2 O'Connor, Matt Curtis Lumber Matt OR 3 Spruce Ct 885 Route 67 04/19/19 Ref:Deck19102 Deck 416 S.f. Ballston Spa,NY Scale: 1/8"= 1' 1 -a. i LA ct ENJ --- --- .., .., T / - _ '""---- ,--- .00-,00.410- ---,„- . A. ....0"1 „,...0.<>10,4 ,4, 00. ___40. 00000.-:00#0000,0" _,-----,- _._ ,•••• %AI c‘i‘ 1 1 3(204 40' -,-,11",,---...‹....../.........„ ' Igilill --ii4; 4 -_,,:ts.....01:. ho•liol.._-. ,*, . 11111111111111S- t _ „,,,, ,•,.„1,0 \...;00.0„, I ---_-4414, 0.,•11., . - ----- ..1•0.'- • ''.• \(NAN.. , -- 11101 "' l 'V.) '••••%„, 1110' 4.4 11 0 -Z1 Li 5 q 44,4-(13 ikl :ry ot) - 90 „.•.-,i ...)0 , ... its- <5 I, Agr.pq ,.,, .7„ 4,- ' .,; .‘... 11 64,1 ri, 1 - Top View CurtistooLnuumtsep6b:er Matt O NY RS 04/19/19 ''1 8B8a 51 1 sR Ref:Deck19102 Scale:To fit • r ° 4' 1 1/2" A 1' 10 1/2" BEAM BEAM POST POST 6 0C 6 LABEL LENGTH COUNT SPACING A 9' 10 1/2" 2 8' 5" b<� a/Jr y ® (:O,„4,0, � 7 Post spacing is measured center-to-center. �.u/V �1 "A 0,il,0 1AL. Depth of concrete footers --- 48" Beam Layout for Level 1 Curtis Lumber Matt O'R5 885 Route 67 04/19/19 Ref:Deck19102 Ballston Spa,NY Scale: 1/2"= 1' 'L° 1' s c s ■vf 1-'b 26' 16' 10'[ t �J u d 12IN SONO TUBE va c0 6x6 Pad x8Lt B w C0 ' b . co x CD ,.....................} . , 24l (C TL \td,,,):4, 2' 6" -.- , - - 4' 3" 2' 6" 1\- _ 16 - - 7 1,1 R - 23' I3 Zx B 7 /0.4 j lr J t..Q,y 'Plan View Curtis Lumber Matt O'R5 04/19/19 885 Route 67 Ref:Deck19102 Ballston Spa,NY Scale:3/16"=1' STRESS ANALYSIS FOR LEVEL 2 CUSTOMER: MATT O' R5 DATE: 04/19/19 DESIGN: DECK19102 REF: 19102094 . ZP1 SALESMAN # 750525 MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 221 PSF 16" BENDING 200 PSF SHEAR 155 PSF COMPRESSION 380 PSF 155 PSF BEAMS 3-2X8LM DEFLECTION 75 PSF BENDING 71 PSF SHEAR 80 PSF COMPRESSION 409 PSF 71 PSF POSTS 6X6 STABILITY 876 PSF BEARING 594 PSF 594 PSF TOTAL LOAD 71 PSF DEAD LOAD 10 PSF LIVE LOAD 61 PSF STRINGERS 2X12 DEFLECTION 1225 PSF BENDING 800 PSF SHEAR 470 PSF COMPRESSION 1700 PSF TOTAL LOAD 470 PSF DEAD LOAD 10 PSF LIVE LOAD 460 PSF STRINGERS 2X12 DEFLECTION 700 PSF BENDING 454 PSF SHEAR 266 PSF COMPRESSION 965 PSF TOTAL LOAD 266 PSF DEAD LOAD 10 PSF LIVE LOAD 256 PSF STRINGERS 2X12 DEFLECTION 627 PSF BENDING 406 PSF SHEAR 238 PSF COMPRESSION 863 PSF TOTAL LOAD 238 PSF DEAD LOAD 10 PSF LIVE LOAD 228 PSF STRESS ANALYSIS FOR LEVEL 1 CUSTOMER: MATT O' R5 DATE: 04/19/19 DESIGN: DECK19102 REF: 19102094 . ZP1 SALESMAN # 750525 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 146 PSF BENDING 133 PSF SHEAR 137 PSF COMPRESSION 776 PSF 133 PSF POSTS 6X6 STABILITY 2891 PSF BEARING 1971 PSF 1971 PSF TOTAL LOAD 133 PSF DEAD LOAD 10 PSF LIVE LOAD 123 PSF 10' (o Q \ in O RaH Layout Post SKU Description TREX4439PS 4X4-59°° WHTE POST SLEEVETRANSCEND ❑ TREX4439PS 4X4-59°° UATE POST SLEEVETRANSCEND Rails Section X-ref Cut From A ©Tr-'v^✓TCVR®WNTRO6 (Crown Top R®&V,6°,Ci®ssuc White) Design: Deckfl9i02 Deck: ] of 2 10' co 0 u � � Raiipost Layout Post SITU Description (O� TREX4439PS 4X4-39°° WHITE POST SLEEVETRANSCEND ❑ TREX4439PS 4X4-39°° WHTE POST SLEEVETRANSCEND Design: teck09002 Deck: of 2 13' m 4' 9 23/32" 4' 3 29/32" 4' 9 29/32" w (0 4.0 0 I -+. PG 0G PG OD 0-) CO E' _ o D7 is' ry 5' 1 23/32" 5' 1 29/32" 5' 1 23/32" PD W PD II 01 CD W Q Iv J � E ) 9 ' 11 " D_) 9 ' D ) 9 ' D ) 9 ' D ) 9 ' co --- — D ) 9 , cfl D ) 9 ' D ) 9 ' D ) 9 ' D ) 9 ' D ) 9 ' D ) 9 ' E ) 9 ' 11 " Plank Layout(level 1) Curtis Lumber Matt ORS Route 67 04/19/19 Ref:Deck19102 Ballston Spa,NY Scale:3/4"= 1' j)�15'11" JJ) 15' J) 15' J) 15' J) 15' ro J) 15' .1) 15' J) 15' J) 15' J) 15' J) 15' J) 15' H) 11'7" / 1) 13'5" G) 10'6" J) 14'3" I H) 10'9" J) 15'7" n) 9'5" J) 14'3" I H) 10'9" J) 15'7" I n) 9'5" J) 14'3" I H) 10'9" J) 15'7" I D) 9'5" J) 14'3" H) 10'9" ro J) 15'7" I D) 9'5" J) 14'3" I H) 10'9" J) 15'7" I D) 9'5" J) 14'3" I H) 10'9" J) 15'7" I D) 9'5" J) 14'3" I H) 10'9" J) 15'7" I D) 9'5" J) 14'3" F) 10'5" J) 15'7" D) 8'8" J) 14'3" n) 9'6" P1 J) 15'7" I C) 7'8" H) 11'7" I H) 11'3" L) 22'11" Plank Layout(level 2) Curtis Lumber Matt O'R5 885 Route 67 04/19/19 Ref:Deck19102 Ballston Spa,NY Scale: 1/4"=1'