Laserfiche WebLink
<br />IINCI-iOO r lC Z' xC.C<<" PlA TC <br />TO ~ WIlli 11." lC 2-1IZ' <br />CONCRElC .t.NCHOflS 'NI11-fl 8" ~ <br />EAOi S()E ~ EAOi POST ~ 2." <br />O.Co MAX. <br /> <br />t.Wt 3- 1IZ' SlA8 2500 PSI CONe. <br />6lC6-lOx'O W.WM. OA mER lo'ESH <br /> <br />+- <br /> <br />I <br /> <br /> <br />lEADER BEAM <br /> <br />(2) t'O lC r SIfiT I.ET N.. SCfEW <br />MO SCREW SlOTS <br /> <br />r lC Z' EXTF\IJSION <br /> <br />1- V8" t.Wt N CONCRE1C <br /> <br />VAPOR ~ ~ CONCRE1C <br /> <br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL <br /> <br />Z' lC Z' OA Z' lC 3" OA Z' 5MB POST <br /> <br />IINCI-iOO r lC Z' lC O.C<<. PlA TC <br />TO ~ WIlli 11." x 2-1IZ' <br />CONCfET"E .t.NCHOflS 'NI11-fl 8" ~ <br />EAOi S()E OF EAOi POST AT 2.. <br />O.CO MAX. OA llf'IOUGH ANG..E AT <br />2." O.CO MAX. <br /> <br />t.Wt 3- VZ' SlA8 2500 PSI CONe. <br />6x6-lOx'O W.WM. OA mER t.ESH <br /> <br /> <br />(4) ''0 lC VZ' s.M.3. EACH S()E <br />OF POST <br /> <br />lEADER BEAM <br /> <br />t+BAR OA GUSSl:T PI..A TC <br /> <br />Z' lC Z' lC 118" ANG..E EACH SI)E <br />ATTAOi TO POST ~ CONCflETE <br />AT LOAD BEN1HJ WAlL WIlli <br />(2) t10 lC V2" s.M.S. EAOi SI)E <br /> <br />r lC Z' EXTF\IJSION <br /> <br />1- V8" t.Wt N CONCRE1C <br /> <br />VAPOR ~ <br /> <br />SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL <br /> <br />1- V2" lC 1- 1IZ' lC 0.080" ANG..E <br />EAOi S()E OF OOU:CTm <br />BUM WIlli SCfEWS AS SHOWN <br /> <br />~ BEAM <br />SEE TABlE 3 <br /> <br /> <br />~Y BEAM <br />SEE TABLE 1 OA a <br /> <br />~ t8 s.M.S. lC 31.. LONG <br />tu.em ~QLfB) EQUAl. TO <br />BEAM 0EPlli N NOES <br />NOTE: EXTlU3lONS WIlli NTERNAI. SCf€W BOSSCS <br />1M v BE C(HEClB) WIlli (2) ''0 lC ~ VZ' <br />MERNAlL V <br /> <br />CARRIER BEAM TO BEAM CONNECTION <br /> <br />RIXJ: CAP <br /> <br />I-EAOERS ~ P NB..S <br />ON BOl1i S()ES OF BEAM <br />FOA GAal.EO APPUCATlON f- - ~ _--r. <br />-----., -, <br />~ tr1IIlc. <br />~ "" <br />1--= <br />jl tm11r:. <br /> <br />-----....+~ <br /> <br /> <br />~ <br /> <br />ta lC 9116" s.M.3. (3) PER PAN <br />~ (1) AT PAN RISER <br /> <br />SVUHT <br />fEAOEA (SEE NOll: BB.OW) <br /> <br /> <br /> <br />PAN OA 00l.f'0SITC ROOF p.va. <br /> <br />N..lCR'<ATC ~ <br />ta lC ~11.. SCfEWS (3) PER PAN <br />MO FASCIA llf'IOUGH PAN BOX <br /> <br />ROOF PANEL TO BEAM DETAIL <br /> <br />FOR 00l.f'0SITC ROOFS: <br />11.. CJW.lETEl'l LAG SCfEWS WIlli ~ 11.. <br />CJW.lETEl'l ~ WASl-ERS . 12" O_CO <br />(LENGl1i . p.va. TliClQESS . 1') AT <br />ROOF ElEAflUl aa.ENT (SHOWN) ~ <br />2." a.Co AT NOt+ElEAflUl aa.ENT <br />(SI)E WAlLS) <br /> <br />\ <br /> <br /> <br /> <br />FOA PAN ROOFS: <br />(3) EAOi ta lC VZ' LONG s.M.3. PER <br />12" p.va. <br /> <br /> <br />ROOF p,va (DESIGN PER TABlES) <br />Sl-fiT a <br /> <br />SlFP<:lATm BUM (pER TABlES) <br /> <br /> <br />ROOF PANEL TO BEAM FASTENING DETAIL <br /> <br />1-112" lC ~V2" lC 0.080" AN<l..E <br />EAOi SI)E ~ OOU:CTm BEAM <br />_ WIlli SCfEWS AS SHOWN <br /> <br />PRlMRY BEAM <br />SEE TABlE 1 OA a <br /> <br />"..,....,. t8 s.M.3. lC 31.. LONG <br />~ REQLfB) EQUAl. TO BEAM 0EPlli <br /> <br />NOTE: EXT'AlJSlONS WIlli NTERNAI. SCfEW BOSSES <br />1M V BE C(HEClB) WIlli (2) t10 lC 1- 112" <br />HTmNAI.l. Y <br /> <br /> <br />CARRIER BEAM TO WALL CONNECTION <br /> <br /> <br />ROOF p,va SEE SECTlON a <br /> <br /> <br /> <br /> <br />IINCI-iOO PER DEl AI. FOA PAN <br />OA 00l.f'0SITC P AI'f3.. <br /> <br />SEE TABlE a FOA ~ OF <br />BOlTS ~ SIZE OF POST <br /> <br />BEAM ~ POST SIZES SEE <br />SEE TABlE 1 AHJ 2 <br /> <br />COL~ NOTClti> TO sur <br /> <br />SIDE NOTCH POST TO BEAM CONNECTION <br /> <br /> <br />ROOF p,va SEE SIfiT a <br /> <br />". <br /> <br /> <br /> <br />Cf) <br />l- <br />ce <br />o <br />&: <br /><C <br />U <br /> <br />IINCI-iOO PER DEl AI. FOA PAN <br />OA 00l.f'0SITC P AI'f3.. <br />SEE TABlE a FOR tu.em OF <br />BOlTS ~ SIZE ~ POST <br /> <br />~~~ <br />...; ~ Ii ., <br />-a ~ <br />~~f~~ <br />(Q~a~~ <br />uj~~~1 <br />ij~l~ <br /> <br />'g ~ <br /> <br />BEAM ~ POST SIZES SEE <br />SEE TABlE 1 AHJ 2 <br /> <br />COL~ NOTClti> TO sur <br /> <br />CENTER NOTCH POST TO BEAM CONNECTION <br /> <br /> <br />1993. <br /> <br />4 <br /> <br />OF <br /> <br />8 <br />