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METALS USA PATIO COVER, CARPORTAND COMMERCIAL STRUCTU'RE ENGINEERiNG (2009 BC] <br />PAGES DRAWING SECTION DESCRIPTION <br />1 MUSAGN01.;DWG GENERAL NOTES AND TRIBlJTARY WIDTH DIAGR'AM <br />1 (3:ENERAL NOTES AND PROFESSIONAL ENGINEERING STAMPS <br />427.277a1_-1, EZI #r,Tmn <br />r46.6-?aa 5 Fil EI n b, r...=-4 14 0 1%1 <br />73TAL- Ge <br />1 4 PAL,63r E TIES USA® <br />LATTICE COVER COMPONENTS AND CONNECTION DETAILS <br />1 PAGE LAT01.DWG STRUCTURAL CONFIGURATIONS <br />4 PAGES LAT02.DWG COMPONENTS/CONNECTION DETAILS <br />LAT03.DWG <br />LAT04.DWG <br />LAT05.D\A/G <br />BUILDINeG P RODUCTSt, <br />hi A RAZIM 4 \) c.1-D e.1 e•5&-A <br />\ 302. EF . \ 5--1/4 5 171-:.- <br />rRUCTURAL 1 S o,..r¥»- 4* A I C.A-42-10 1 <br />A<empeCTION £ 1/4 S-3 5-- €-cijf.<Jk# M U.- <br />2 PAGES <br />6 PAGES <br />6 PAGES <br />11 PAG'ES MUSA01.DWG <br />MUSAOlb.DWG <br />MUSA02.DWG <br />MUSA03.DWG <br />MUSA04.DWG <br />MUSA05.DWG <br />MUSA06.DWG <br />MUSA07.DWG <br />MUSA08.DWG <br />MUSA09.DWG <br />MUSA10.DWG <br />6 PAGES <br />28 PAGES <br />28 PAGES <br />1 PAGE Ml.DWG <br />1 PAGE .M3 <br />1 PAGE M4 <br />1 PAGE M5 <br />1 PAGE ME <br />1 PAGE M7 <br />1 PAG E M8 <br />LATTICE 1.0 RAFTER SPANS !FOR COMMERCIAL AND PATIO ?LIBUr.CILJ.RE@R <br />w-'ANBCAL PLANSLATTICE 2.0 POST SPACINGS FOR LATTICE P.ATIO AND COMEFi,§!Ale/@M'121*®SING ALUMINUM AND STEEL HEADERS IN 90 MPH WIND AREASg) make £:ny changes or LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMIal:§251*1#t)91dSIN.G ALU'Mi'INUM AND STEEL HEADERS IN HIGH MPH WIND AREAS <br />specifications SHALL NOT <br />STRUCTURAL CONFIGURATIONS <br />aval of the violation of any <br />STRUCTURAL CONFIGURATIONS <br />COMPONENTS/CONNECTION DETAILS <br />COMPONENTS/CONNECTION DETAILS <br />COMPONENTS/CONNECTION DETAILS <br />COMPONENTS/CONNECTION DETAILS <br />COMPONENTS/CONNECTION DETAILS <br />COMPONENTS/CONNECTION DETAILS --- <br />COMPONENTS/CONNECTION DETAILS <br />COMPONENTS/CONNECTION DETAILS <br />COMPONENTS/CONNECTION DETAILS /1(534 \pri.2'341* /470\+ Lcf*2\ <br />SOLID COVERS 4.0 .PANEL SPANS FOR PATIO, CARPORT AND COMMERCIAL STRUCTURES 444 1C (11 1 9 \1 1 <br />5.0 POST SPA:CINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS ,/9 <br />6.0 POST SPACINGS FOR PATIO AND COMMER:CIAL COVERS IN HIGH WIND AREAS LOFCAL993>'' <br />EC 52011 <br />7.0 MISC DETAILS J <br />7.0 POST AND FASTENE;R REQUIREMENTS FOR ALL STRUCTURES <br />7.0 CONCRETE FOOTING OPTIONS <br />7.0 REQUIREMENTS FOR LATTICE STRUCTURES WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS <br />7.0 FORCES ON EXISTING STRUCTURES <br />7.0 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS December 5,2011 <br />7.0 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS <br />SOLID COVER COMPONENTS AND CONNECTION DETAILS <br />+ or State Law. <br />Date____ <br />MTAANA <br />6 139 <br />6 0- 015 <br />% AL\.r <br />1\# 2013 <br />m-