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- 20 GA ASTM A653 GRADE 33 STEEL BRACKET <br />FOUR #8 SCREWS INTO RAFTER ANDONE PER RAFTER ROOF COVERING IS MAX <br />2X FASCIA <br />3 PSF.HEAVIER ROOF <br /> -FTER /-·COVERING SHALL REQUIRE <br />ADDITIONAL ENGINEERING <br />DETAIL "A'ANALYSIS <br />- 2X DF WOOD /2"x WOOD FRAMING <br />FASCIA /r DOUGLAS FIR-LARCH (NORTH) <br />SEE DErAIL / |02 OR EER <br />'A O Ple,rr- <br />HANGER <br />X' <br />L <br />SEE TABLE 7.5 FlFASTENER SCHEDULE- 'CiVERHANG SEE = ALTERNATE EAVE <br />SEEE GENERAL NOTE SCHEDULE O RIGHT ATTACHMENT <br />#23 <br />1 00 <br /> FASCA e <br />Uve/Snow Load FUFTER MAX DISTANCE TO FIRST RO V OF POSTS V <br />Solid Coier Wind SIZE EM E OVER}UNG <br />124"OIC) 6 12-18" 24-30. <br />10 pst 2,14 21'4'2Mr 174 751"3'·A <br />90 MPH Exp B 2;,6 21'-0 21'·0'21%0 21'4 lTd- <br />2*8 21'-0'21'4 21'-0'21'4 21'-(7 <br />10 psf 2*4 21'-0'19-7 11'.6-7-1 3'-8. <br />90 MPH Exp C 2,16 21'-0 21'-0 21'-0 21'4 16'-r <br />2*8 21'.0'21'-0'214 217 2110' <br />20 ps:h4 14'-0' <br />105 MPH Exp 8 21*6 14'-OM <br />2,8 14'-0• <br />25 psi 2x4 13'-6' <br />105 MPH Exp C 216 134' <br />2*8 134. <br />30 p.2/4 10-7' <br />110 MPH Exp C 26 10'-P <br />2x8 107 <br />49 9.h4 E-17 <br />2x6 8'-10· <br />2/8 8'-le <br />60 psr 2x4 <br />2,t6 <br />2/8 <br />4, - - -4- #14 SMS <br />1 + 41 EACH SIDE <br />6'37 80 ALUM. HEADBY +4-w I <br />27 6 1/27 .024" <br />ALUM. SIDEPLATW <br />3' x 8' ALUM. HEADER <br />3" x 8" HEADER <br />CONNECTON <br />»- #14 SMSFES/Ux k.--7 1 EACH SIDE 24 0/C 0 <br />104*3/6.1%10» <br />1447 1141'e.s· <br />14'-0'14'-0"14'-0'14'-0* <br />9-11«5,4 3Mr <br />13'€130-6-11'-5 T.1. <br />13'-6-13'-6'1 5-6'13'-6/ <br />10.7 10-r 8'.7·5•-11• <br />10-7 10'-7 10-7 19.7 e <br />3'-1. <br />8%17 80·10"4Ue <br />8·-10'8'-14 8'-10'8'-10' <br />M 50' <br />1 1. 1 1 <br />/.80• 275' <br />1.0-1 1 <br />1 <br />.078' -- <br />-2256 -11 - <br />1114 x 3/4' SMS .2 <br />+ <br />+ <br />MS <br />6063T5 ALUMINUM <br />BRACKET <br />r- #10 SMS O 6' 0/c <br />er.5•0-5-7-7 <br />5*-11' <br />f if- UN <br />4- #14 S <br />1 EACIT SIDE <br />1 /1 1 <br />/ t . D F 171 / IAL*j,WITH SIDEPLATES ALUM. SIDEPLATE 2' x 61/2 x .024 <br />V \I /.7-1 <br />iDN <br />6.50'a X I 0.040'X3'X3'OUBLE 2"x 6.5" or 3"x 8 I. 1 <br />w ¥010 / f <br />STRUCTURAL PANELS 1/2' w-4- #14 SMS ALUM POST nEADERS IN PLACE OF <br />6' OR 12" WIDE <br />9- EACH SIDE 14-4-1. - A / V I <br />0.036'0.040'XyX)'-1 O 9-227 6 1/1 ALUM., <br />3"X 8" HEADER Wn-H <br />-4 POST & SIDEPLATES <br />ALUM POST _ _ 1 _ _ SIDEPLATES----=L 3"X 3" POST OCT 20 2011TrP. <br />WITH SIDEPLATES END VIEW I[@3/ 27 6 1/27 1C-) DOUBLE ALUM ALUM. FWTERey HEADER CONNECTION O 16' OR 24'ROLLFORMED HEADER 'N4' CONN.RMED-1 DOUBLE 2'X6.625' HEADERS (DETAIL N31)O.C. --*1DETAILS TO STRUCTURAL PANELS DOUBLE 3'Xe' HEADER (DETAIL N30) <br />11 / <br />/4- U/L <br />TYP <br />e <br />#14 x 2' SMS <br />0.5' MIb r-SEE TABLE 7.5 <br />/ FOR SPACING c- #10 SMS O FOLLOW- <br />/ ING SPAaNG: <br />6" PANELS <br />12' PANELS <br />MAX LOADS <br />10 PSF 110 MPH EXP C 2.5 <br />30 PSF 110 MPH EXP B OR 3.5 <br />20 PSF 105 MPH EXP C <br />25 PSF 100 MPH EXP C <br />30 PSF 95 MPH EXP C <br />--RAFTER <br />384 (HEADER <br />'ll ,/' 6' O.C. FOR12' O.C. FOR <br />e <br />2.25"LA-RAIL-SEE t=.06 OR <br />DETAIL 'J'TYP.2.50 <br />475'-1 <br />SEE TABLE 7.5 \#10 SMS @ <br /> FOLLOWING <br />1- SPACING <br />9=- / 6' 0/C FOR <br />J PANELS 12' <br />FOR 12' PAI <br />.30"-1 1- 1 <br />1.50- <br />- f cy. 3 <br />Epl 1 0 <br />A <br />P T <br />0 <br />Cl <br />/gned <br />40 16231 <br />¢ iD2 0 <br />1/2" ALUM. <br />(N28)ALTERNATE-DECORATIVE <br />- FASCIA TRIM <br />51-1.50' 4 1 FJXSS,SS#EV 9 L <br />-- STRUCTURAL PANEL- EXTRUDED HANGER -I(6063-T6 ALUM. ALLOY)NOV 5 2012(3004-H34 ALUM. ALLOY)ROLLFORMED HANGER <br />Amerimax <br />BUILDING PRODUCTS, INC <br />DIUWN BY: TYPE: <br />BEJ/CP <br />5208 TENNYSON PARKWAY <br />SUITE 100 <br />PLANO, TEXAS 75024 <br />SCALE: <br />NTS -E:Component Parts & Connection Details <br />ICC ESR 1398 (2009 IBC) 10/11/2011 Page 42 of 60 for Newport Patio Structures <br />Engineer's Stamp DATE .-SHEET: <br />NP03-2009 3 of 4