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LENOTH VARIES. SEE SCHEDULES.LENGTH VARIES7GGTH 100%-m-FimenHM#MID SEE SCIEDUE FOR POSTS. AL POSTS TO BE <br />PROJECTION -INSTAUED VERTIUY. MAY HAVE WORE nKN 2 POSTS (PER NTERIEDLATE BEAIO.r FASCLL.60*HUCER;,--END FASCIA0. 1.DIGM ..ENDSEE SCHEDULE FOR ..libUllinSPAN mEESTANDING .2PY-,4#2---- P -L-COVER PANEL f ATTACH)€NT TO --11--=='=1"4 2:C; MAX ,--' PANEL 5 .2,IRE <br />M / MIN 15' 0€RETE1612--FASCLA 1 -1 SLAB MAY RE USED OVERMNG| <br />VIERE PERMITTED 5%U HEADER k<GNSTALL h SEE SCIEol.LE= 21St 59 0,1\ /042§ 11E COLUMN1 VER11O1 1 5 /63%*.. '02'1;k Nk, <br />-: \4' 123*01PROVIDE 1 22==»52 <br />-PROVIDE 1 1/2' Dii@R==*==:IZU --'t ,-913* 37 CONCRETE SLAB DRAIN 142(94. NSL \73,21. E <br />REQ'D W/ CONSTRAINED -MIN 3.5' CONCRETE SLAB REQ'D 'fel»L \Z:,/ @ <br />FOOTINGS SEE SCHEDULE FOR <br />W/ CONSTRAINED FOOTINGS <br />tl-*f€.SEE SCHEDULE FOR FOOTNG SIZE -ir.=-0 FOOTING SIZE- SINGLE SPAN ATTACHED SRUCTME 1 L.-,4 0'HANG 25% OF <br />71(:ty WAN ATTACHED CANT1FVERED STRUCRRE /¥3a 902 <br />dk,-SEE SalmULE FOR <br />, LENGTH VARIES. SEE SCHCu... <br />- FASC <br />O HANG. <br />25% COL 5 <br />SPACING-1 <br />1 <br />3/8.0 X 9. REBAR -L - ft-'1 1/ <br />SEE SCHEDULE FOR SIZE -/--A€14 <br />8 DETAIL AQ OR N29 ONLY <br />-MIN 15' CONCRETE SLAB REQ'D <br />W/ CONSTRAINED FOOHNGS <br />PANEL MAY <br />OVERHANG 25% <br />OF CLEARSPAN <br />MAXIMUM <br />1 1....1 <br />DRAIN <br />COVER PNLE A <br />-1/20 STEEL mg <br />BAR (RE-BAR]15 Lu <br />SEE SCHEDULE FOR SIZE <br />DETAIL AQ OR N29 ONLY <br />se,GUE SPAN FREESTANDING STRUCTURE <br />FOR POSr SIZE SEI <br />POST SCHEDULESh <br />f..DDAWInC 1 1 /9" -- <br />INTER- <br />MEDIATE <br />BEAM GTH VARIES <br />1 4 FASCA <br />HEADER /PANEL <br />MEE#EEITEES,L <br />MIN 3.5' CONCRETE SLAB REQ <br />W/ CONSTRAINED FOOTINGS <br />MULNSPAN ATTACHm CANTILEVERED 5mUCTURE <br />PATIO COVERS ARE LIMITED TO 12' <br />HEIGHT.CARPORTS AND COMMERCIAL <br />STRUCTURES ARE LIMITED TO 15' <br />HEIGHT. <br />HEIGHT <br />REL.SCHEIMES.PRA <br />7-81264.- <br />MIN 3.5' CONCRETE SLAB *Q'D- <br />V/ CONSTRAINED FOOTIN®1 -"2- SEE SCHEDULE FOR SIZE <br />PLACE 3/8"0 51'L.(ti-AR)--1 DETAIL AQ OR N29 ONLY <br />OCT 20 2011 <br />FASGA <br />1 4-COVER PANEL <br />&= 1 11.liTtle€DIATE ,,4!&1!MUU 42 - P A, e013COLUMN »-¥25% POST 8 <br />ERnCALL»/coL.p.-0-SPKINC;erimax 5208 TENNYSON PARKWAY <br />MIN 15' CONCRETE SLAB REQ'(RE-BM) <br />SUITE 100 <br />4,tovDE 1:72'-3/8'0 51EEL 1.<0 PRODUCTS. ING. PLANO, TEXAS 75024 <br />DRAIN <br />W/ CONSTRAINED FOOTINGS ,i\.1 <br />/i <br />WULTIyAM- ATTAaE_SINUC[lE <br />ICC ESR 1398 (2009 IBC) 10/11/2011 <br />SEE SCHEDULE FOR SIZE <br />DETAIL AQ OR N29 ONLY <br />Page 4 of 60 <br />DRAM <br />NONE OR F <br />bLAME <br />DATE:DRAM <br />EN*EERS VAMP <br />SOLID PANEL STRUCTURAL <br />CONFIGURATIONS <br />SHEET <br />SC01-2009 1 OF 2 <br />.