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- '1#k .-LENGTH VARIES. SEE SCHEDULES.NOTE SEE SCHEDULE FOR POSTS. ALL POSTS TO BEROJECTIONPROJECION <br />ENDLENGTH & <br />INSTALLED VERTICAUY. MAY HAVE MORE THAN 2 POSTS (PER IEERMEDIATE BEAM).1MN.-LENGTH 100% OF PROJECTIONer-END FASCIAANEL JOINT POS S EMEIA ./19 <br />MULTISPAN E---lING <br />ATTACHMENT TO -vr----""9 ZEMIEVER CTIN 1011 it?F i *1 - A.- ; -COVER PANEL MIN 35' CONCRETE HEADER I.v VV¥-1' ' r""-6 <br />SLAB MAY BE USED /OWAHANd ,fWHERE PERMITTED 25% POSIP<NSTALL SEE SCHEDULE SPACING 58 <br />COLUMN <br />- <br />VERTICAL - / <br />LENGTH VARIESMIN. LENGTH 100% OF P <br />SEE SCHEDULE FOR MIN.NO. OF 10 SM FA5rENE <br />FASCIA <br />HEADER <br />Ug.$7/Awl' <br />€C-=>=* <br />SEE SCHEDULE FOR <br />FOOTING SIZE. <br />PROVIDE 1 <br />MIN 3.5' CONCRETE SLAB DRAIN MitREQ'D W/ CONSTRAINED <br />FOOTINGS SEE SCHEDULE FOR <br />FOOTING SIZE - <br />SINGLE SPAN ATTACHED STRUCTURE <br />SINGLE SPAN ATTACHED CANTILEVERED SmUCTURE <br />4 <br />4 <br />RETE SLAB REQ'D <br />lED FOOTINGS 4 <br />40 <br />MAX. 4 <br />POST <br />SEE SCHEDUI <br />POST SPACINI <br />, <br />22>ec <br />-MIN 3.5' CONC <br />7/ CONSTRAIr <br />0'HANG 25% OF <br />SPACING <br />4BOFES:SiONA;5§2-iF5}k.er <br />77/94*9 - -- <br />-FASCIA _}L=„-CLEAR 9 Mi <br />- Eff 6/tt--1 -..»--SINGLE SPAN FREEETANDING STRUCTURE-a=%1 *50/PANEL MA <br />OVERHAN[-1/2'0 STEEL 0 LENG1 <br />OF CLEAR O HANG.BAR (RE-BARE m <br />MAXIMUM ISPACING-SIZE SEE,HEDULESnF. $,cpoocog*122,c <br />LPROVIDE 1 1/2"SEE SCHEDULE FOR 1 <br />DRAIN DETAIL AQ OR N29 0 3 <br />A <br />1 521 9 79 <br />...187.97%@L <br />3/81 X 9' REBAR J- <br />SEE SCHEDULE FOR SIZE - <br />DETAIL AQ OR N29 ONLY <br />- MIN 3.5' CONCRETE SLAB REQ'D <br />W/ CONSTRAINED FOOTINGS <br />rE <br />/FASCIA <br />HEADER <br />MEDIA <br />BEAM <br />f <br />4 <br />I.,t <br />MIN 3.5' CONCRETE SLAB REQ <br />W/ CONSTRAINED FOOTINGS Epl 1 0 Z <br />m <br />Cl <br />HEIGHT <br />MULTISPAN ATTACHED CAILEVERED STRUCTURE (tv·ft*Con-,--h-20' <br />MIN 3.5' CONCRETE SLAB REQ'D-/ -d.[-T=ir -7-e======== <br />PATIO COVERS ARE LIMITED TO 12'W/ CONSTRAINED FOOTINGS 4.-l,»- Z- SEE SCHEDULE FOR SIZE <br />HEIGHT,CARPORTS AND COMMERCIAL -SEESCHEDULES. <br />STRUCTURES ARE LIMITED TO 15'2-6 PLACE 3/80 STL(RE-BAR) DETAIL AQ OR N29 ONLY <br />HEIGHT, ,-"Ale. <br />NOV 5 2012 =F==:=:x - <br />OCT 20 2011END <br />FASCIA <br />LCOVER P»IEL 1 <br />MAXIMUM 1545I-ALL I f-IBIT*40)IATE -@OVERHANGCOWMN I |25% POST MAmerimax SUITE 100 <br />5208 TENNYSON PARKWAY <br />40.211,/2 --BUILDING PRODUCTS, INC.PLANO, TEXAS 75024DRAIN-3/8'0 STEEL BAR <br />MIN 3.5' CONCRETE SLAB REQ' ,(RE-BAR)AWN BY· <br />W/ CONSTRAINED FOOTINGS . .CMP <br />MULTISPAN ANACHED STRUCTURE <br />SEE SCHEDULE FOR SIZE <br />DETAIL AQ OR N29 ONLY <br />Page 4 of 60 <br />A <br />PT <br />0 <br />*ned DR <br />1 <br />e ONAU· 16 SC <br />*res 9/30'20 <br />Re <br />NONE <br />ICC ESR 1398 (2009 IBC) 10/11/2011 <br />I ./ <br />ENGINEERS STAMP <br />SOLID PANEL STRUCTURAL <br />CONFIGURARONS <br />SHEET <br />SC01-2009 1 OF 2 <br /> *-PAYCIA CCOVER <br />HEADER PAN EL