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scope of work • STRESS ANALYSIS CUSTOMER: JIM WOLLBER / JAN MEILHEDE DATE: 04/24/19 DESIGN: DECK19015 REF: 19015093 . ZP1 SALESMAN # 70850/JO ANN MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X10 DEFLECTION 129 PSF 16" BENDING 119 PSF SHEAR 124 PSF COMPRESSION 164 PSF 119 PSF BEAMS 2-2X10LM DEFLECTION 228 PSF BENDING 103 PSF SHEAR 78 PSF COMPRESSION 214 PSF 78 PSF POSTS 4X4 STABILITY 598 PSF BEARING 557 PSF 557 PSF TOTAL LOAD 78 PSF DEAD LOAD 10 PSF LIVE LOAD 68 PSF STRINGERS 2X12 DEFLECTION 170 PSF BENDING 188 PSF SHEAR 173 PSF TOWN OF QUEENSBURY COMPRESSION 709 PSF Based on BUILDINGour limited e examination, with our comments shall not be construed as TOTAL LOAD 170 PSEdicating the plans and specifications are in DEAD LOAD 10 PS II compliance with the Building Cordes of New York State. LIVE LOAD 160 PSF FILE COPY DEC I APR 2 4o I 2019 Tov a►a — 308.8-1-76 AST-0243-2019 St19;DING 2 '®SBUFY Meilhede, Jan 93 Burnt Hills Dr Deck 220 s.f. TOWN OF QUEENSBURY BUILDING iewed & CODES DEP T, v By: M Date: �� t — t 19'3 1/2' 13'2' 2'1 1/2' 4' III x N rt N m Xp� r � 3 N � _ P � 3 P \ N \\ lu 2x10 Just @ 16'as.' ,(\ 5'6' 13'9 1/2' / 8'9 3/4' 12svz• �� I �f: IIII 9' 4'9 1/2' 11 12• 1111.11I.I■I■I■I.I/ 1.3 3/4• • • N � BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 10'B 3/4' 3 4'B 3/4' B 7'10lie 2 5'10' C S'11 1/4' 2 6'7 3/4' Post spacing is mesocced centerto-center. 'FO 1 kJ AA O� 'EL_ow 1= .M Sack Teo =�' it �( S 1, � kda (CGS"I " t T ��o © II -_- __ © II m— of ■ _ _ _ _ !a= ; !,-,.!!!! !! L ;� ,, t.'x j t -: f :rv5 �"�,� l t V�� r :',i, 4; ',',7'7-%#:,40::_-- --A.Wilefft.::Vr.V. "°,110.4 ''vit h R w r ...�.n '---- d%' b'� I . 'v y `"� ..a� f u �:sn•+^® t 't<as ° '"s . Z.ems' n+ 4&Yfl , 4n .uT . gy ,x r a ._ m • j. firt-11 rrttli,,,:ji.t VI t.4,f.'r,,,i,:','...:131.4-'14,1 ;:f Ott. 'VI i''1 }'€(}�.`{darn # s� " }tjf[ i:f )11d tip 7 t i'1.1 ii { '- `' p k"' +f' 1 rAL--- - -i--r--,,,,,,g:7 i 1 iliX s � � F n M ;. .sue' 3 -,,"vim' �7 ,a4 S:� t , '1 t -iYpii „. . . < ' r ��i y1i k e i1 �, i '�y\a 1 y. 1i�( ( . I r'l 77 ' fi 1 ill'r,/r ' �//i, / r f t• ! f , i,,--',..V,-,,..,,1(-.ikr,:v\v, " ; r lAViix rrsf o t Ott % J �r r j .,. t s V �, / t ,% L e,.,7 'F " " c,41 7: r tY`r z � . r /, .r, t xf t r / p !4'� "s� -- w) f x i p - 4 ' -.� y. . a.- ' ," t ( Vga', V it- 0;,,: ,:', S " - ' Tu y ,- - /'/ i 1 rt $ 1 , a , 1 - a ''/` /i '' !Jt' „q 3;3 4 . ��y{ypyM�k � '�t��1 r