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PLANS Ao ' / I ■ II 5 ' • ViSow .3$:,: . p � VifN (3.Lok..,) F -eL� 0 N cD O `1 (� PbSl O Fl a C Q . �� C o��; FRfaM;EJI° -a I -; J j v�Y L I4 ►*--;iG 0 0 o LI(/ t7 ■ & S P �'K. N 0 . N C) oh N N c.n O t(0 `a � TOWN OF J ; 3 \/! QUEENSBURY BU EPA LDING T Based on our limited a aminat on,ncompliance with our comments shall not be construed as indicating the plans and specifications are in full compliance with the Building Codes of New York State. fiECIELIVE.1 ill JUN 1l 2019 TOWN OF QUEENSBURY BUILDING& COOPS THE HOUSE DOCTOR TOWN OF QUEENSBURY 334 BIG BOOM ROAD BUILDING & CO S T. QUEENSBURY, NY 12804 Reviewed Date: -'-'711ffi J 1 f 5e)u0►. CRDS"-i- $D° . \10�32 Mkt (los% V ►`iv V IA a (44tCS r 4 a-, it: 4 -4 THE HOUSE DOCTOR 334 BIG BOOM ROAD QUEENSBURY, NY 12804 l te • ems. -..-.t // g (.:"'6,1'.`,L;tr...‹...,:,..;'.c):7 ,,./:,......._..) -.-----.ii-17-5:=-,----7 .. 1'.�:1-r1�- )::',ram.: -•�_E7..---- % `e1%fir:•;::e `Li E.--, \ ': 1'.•:•it. / '' j1_a-1— L-11/r \\ t 1 - -.-_L-.ti:. • .;''.'::'.....:,• --,-.11=1:74.7.-7--.T.-'-: A ,\ , \ \.. _ ,. ••.: \ 1 1 —\ \ \ \ 11 m •;\\\, s . ,` \\ 'nn``'. � _ c1=act.y \� tT j• ; YYYYYY-s' \,\.:_1:]_F=.L=1'.L=.. \ �/ -__ Y. • .l_ - _ l r ST.KESZ ANALYSIS CUSTOMER: RUSS DATE : 05/30/19 DESIGN : 151X 23 REF: SALESMAN # MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 655 PSF 16" BENDING 421 PSF SHEAR 246 PSF COMPRESSION 551 PSF 246 PSF BEAMS 3-2X8LM DEFLECTION 63 PSF BENDING 62 PSF SHEAR 74 PSF COMPRESSION 514 PSF 62 PSF POSTS 6X6 STABILITY 831 PSF BEARING 567 PSF 567 PSF TOTAL LOAD 62 PSF DEAD LOAD 10 PSF LIVE LOAD 52 PSF STRINGERS 2X12 DEFLECTION 241 PSF BENDING 234 PSF SHEAR 191 PSF COMPRESSION 763 PSF TOTAL LOAD 191 PSF DEAD LOAD 10 PSF LIVE LOAD 181 PSF