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F #10 SMS @ 6' 0/C <br />USE OF FOAM CORE SANDWICH PANELS WILL - <br />REQUIRE THE USE OF A REGISTERED DESIGN <br />PROFESSIONAL TO COMPLY WITH EXISTING <br />ICC ESR <br />FOAM CORE SANDWICH PANEL <br />W/ CURRENT ICC ESR- <br />- 2'><6' ALUM FLAT PANEL <br />(N21 -t=0.018' 3004H36 <br />\u,/ t>0.018' 3004H34 <br />0.992 --10·875 7 RO.1251-1 <br />Ro.153 -NE-=F- <br />RO.250 0.295 -11- <br />1350 1,958 <br />2.000 F 0,363/.m/ <br /> - 0.525 -| 1.060 - <br />2.5'x6' ALUM FLAT PANEL <br />t=0.018' 3004H36 <br />t>0.018' 3004H34 <br />0.920 --+,.-=-0- <br />RE.125" <br />= 0.2" <br />- 0.95 <br />D- 19K <br />- 1,500 -1 <br />1 -/1-339·ty-1.625 <br /> - |- 0.125 -1 /V\ 19 / A\ <br />L-r-' / <br />0.18Ei <br />1.625 <br />0.5"R= 0.15>5- <br />FASCIA CAN BE <br />ROLLED FOR <br />3 DIFFERENT <br />PANEL HEIGHTS <br />FOR 2', 2.5' <br />AND 3.5' PANEL <br />HEIGHTS <br />.167" <br />2.50 0.316 - <br />1.625 <br />6,000#8X1/2' SMS <br />9 3' 0/C #8*1/2' <br />ATTACH TO TOP OF HEADERSJ <br />,·---··-..... PER TABLE 4,9 OR 4,10-Z.=SSS=&9*k <br />PUT>12*1><7(4vkY A TJ*1a RA M laA '\+ 1 <br />EP6 <br />G\NEER- <br />Epl 1/0 <br />Cl <br />4 <br />40.16231 <br />SMS 9 <br />3' 0/C <br />' NOV <br /> SIDE FASCIA IS <br />2.00 NOMINAL .018" <br /> IN THICKNESS. <br /> 3.00 - <br /> 6 1/2. ROLLFORMED HEADER <br />(3004-H34 ALUM. ALLOY) <br />1.625 <br />6.00 <br />J -- 1-- .167 <br />1 Tfp. <br />ATTACH TO TOP OF HEADERS <br />PER TABLE 4,9 OR 4.10 <br />5 2012 <br />FOUR #14 SD SCREWS EACH <br />SIDE FOR FOOINGS UP TO d=28= <br />\E OF CAL\97 <br />L Header <br />2' x 6.5' Rafter - <br />METAL SKIN-, <br />FASCIA FROM Nl, N2, N4 OR N10 4n. 1 <br />r #10 SMS @ 6' O/C .kvf <br />/-- Structural Panel <br />/i / <br />\1 <br />RA <br />7/ <br />- <br />V <br />+ 3"X 36 <br />4 2<POSTG,4.- <br />-2"X 6 1/2" <br />SIDEPLATES <br />r-ALUM. FOOTING <br />BRACKET <br />SANDWICH PANEL TO <br />HEADER CONNECTION <br />SEE TABLE 4.9 OR 4,10 <br />\\70%4 0.0 <br />AT RIGHT <br /> 0'0 GALVANIZED HILTI <br />HIT-HY 150 MAX <br />1. ADHESIVE ANCHOR (ICC ESR <br />Itgo'47 ° p .-/- 2262) 7/ 2.25' EMBED AND <br />0 0 0 40 0.0 1' 0 WASHER OR EQUIVALENT <br />SLAB OR FOOTING SEE DETAIL BM <br />L Rafter Tails *--1 <br />0.042' x 3' x 8' <br />/ Header BRACKET FOR CONNECTING POST TO SLAB <br />- OR FOOTING (6063-T6 ALUM ALLOY) <br />SINGLE SPAN ATTACHED UNITS ONLY7 \-itt <br />VIL <br />NEWPORT FASCIA <br />DETAIL U U / PKITD#4/1 11 11 <br />4/res 9/3011 <br />, Post Amerinlax <br />BUILDING PRODUCTS, INC.L <br />5208 TENNYSON PARKWAY <br />SUITE 100 <br />PLANO, TEXAS 75024 <br />OCT 20 2011 /---3 BEJ/CP <br />01-14 Ent TrPE: <br />SCALE: <br />for Newport Patio StructuresICC ESR 1398 (2009 IBC) 10/11/2011 Page 40 of 60 <br />NTS 18•EComponent Parts & Connection Details <br />Engineer's Stamp NTE RLE#: ,SHEET: <br />, NP01-2009 1 of 4