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|- a21 'STEEL.(Fy -33 IASO <br />8' 1 =ox, m 6- = <br />11-·r:A <br />2X8 LE] <br />r (Doug. <br />/ SEE GE <br />ALUM n <br />PANEL 7 - 'f-#141 <br /> TOP MOUNT '17 j <br />i x cMIVL* <br />SEE TABLE 7.5 - r-1" MIN G <br />FOR FASTENER ,--BETWEEN <br />SCHEDULE AND ROOF AN <br />GENERAL NOTE #23 LEDGER I <br />TOP MOUNT BRACKET <br />EAVE OVERHAA <br />MUST COMPLY P <br />DETAIL BN ALS <br />F 0.125• <br />1.<IU | I r #14)(1.5' SC <br />3 PLACES <br />)GEER BOARD EXISTING EAVE n <br />Fir) WOOD FRAMING <br />NERAL NOTE #23 <br />.5" screws t- · 1.y- #14)3.5 screws <br />000 1/8 STEEL BRACKET 51 b i - <br />(Fy= 33 KSI) <·v#' N.,/C <br />f SPACING <br />BETWEEN SCREWS <br />SEE CROSS SECION <br />0 1 K LEDGER BOARD - <br />FOR DRAINAGE <br />SIDE MOUNT BRACKET <br />IG AND 'L' <br />JITH ® ALTERNATE EAVE ATTACHMENTS <br />:REWS . MAX "L" FOR TOP <br />A Wind Speed OR SIDE MOUNT <br />and Exposure 16" 0/c , 24"o/c <br />r 85 mph Exp B 19'-6" | 13'-0" <br />90 mph Exp B 17'-6" 11'-8" <br />105 mph Exp B 13'-1" 8'-9" <br />110 mph Exp B 12'-0"8'·0" <br />85 mph Exp C 1 <br />90 mph Exp C 1 <br />ALUU PANEL 20 105 mph Exp C <br />110 mph Exp C <br />ALL HOUSE PENETRATIONS MUST BE COMPLETEL <br />PERMANENTLY SEALED <br />NOT ALLOWED IN SNOW LOAD AREAS <br />SEE GENERAL NOTE #9 FOR CORROSION PROTECTION <br />Live <br />Load <br />(psf) <br />10 <br />POST <br />J141@KNESS <br />*OFESS/0441 <br />8 9 00£ R * <br />EIGHT #14 <br />4 <br />CD <br />14'-3" ' 9'-6" / <br />12'-9" 1 8'-6" 1 <br />9'-6" <br />8'-8" <br />SMS <br />-r --r- <br />=r <br />amr--1 ---0.4. <br />L <br />1.0 <br />FOR BOLT <br />SIZE SEE <br />DETAL W <br />1 <br />80 <br />8 t/Er 6 2/8 <br />3/8' BOLT W/ 3/32' <br />/ - WASHER <br />. 2.75 AS PER TABLE 7.4 <br />FASCIA L lISE COLUMN M <br />FASCIA KLH USE COLUMN N <br />1 <br />I rn <br />-8.0 GALVANIZED HILTI HIT-HY 150 <br />MAX ADHESIVE ANCHOR (ICC ESR <br />2262) W/ 2.25' EMBED AND 1' 0 <br />WASHER OR EQUIVALENT <br />.078' -<Ill <br />-2.25£-i 1.0* 3.ff, 4 H \3/8' BOLT AS PER TABLE <br />73 <br />11-#14 x 3/4' SMS - 1.0'--POST B USE COLUMN C TO SLAB/ <br />- POST DaE USE COLUMN J <br />SEE DETAIL N22 -NQIE;2.30' L - ALIER,WE POST CONN,FOOTING ATTACHMENT <br />SEE DETAIL 'BJ' 4-OR 2.90" |BRACKET. <br />FOR INSTAUAnON AND + <br />PROPER CONNECnONS.1 1 -1 m POST (DETAIL 'AH') <br />I <br />n @ POST <br />2.25 <br />L 3, SQUARE COLUMN --2.0-(3004-H34 ALUM. ALLOY) <br />6063T6 ALUMINUM <br />/ 2' X 65' SIDEPLATES BRACKET <br />\ <br />(3004-404 ALUX ALLOY> <br />- 20 GA ASTM A653 GRADE 33 STEEL BRACKET Live/Snow Load RAFTER <br />FOUR #8 WOOD SCREWS INTO RAFTER AND Solid Co,er Wind SIZE <br />ONE PER RAFTER /COVERINGi SHALL REUUIRE ADDITINIAL ENGD€ERING 90 MPH Exp 8 2%6 <br />(24"Oic)2X FASCIA <br />r Rnly COVERING m MAX 3 PSF. HEAVIER RO[F 10 psF 2x4 <br />/ ANALYSIS 21,8 <br />RAFTER 10 psf 2*4 <br />DETAIL "A"2"x WOOD FRAMING 2*8 <br />90 MPH Exp C 2*6 <br />£- 2X DF WOOD /F DOUGLAS AR-LARCH (NORTH)10 psf 2*4 <br />FASCIA SEE DETAIL / /#2 OR BTR Tiwak*Mixi52--„ixa <br />2x8 <br />HANGERn \20 *sf 2*4 <br />110 MPH Exe.C.2xG$111<atililiIAL 1*4 I / lial I -----iia.U.... <br />26 Psf 2*4 <br />ALTERNATE EAVE 110 MPH Exp C 2*G <br />FASCIA ATTACHMENT 2xe <br />L 30 4 2X4SEE TABLE 7.5 1 FER MAXIMUM -N'=r 110 MPH Exp C zxG <br />FOR FASTENER OVERHANG SEE 2*8 <br />SCHEDUUE AND SCHEDULE O RIGHT 40 p=2*4 <br />GENERAL NOTE #23 2xG <br />2*8 <br />60 psf 2*4 <br />ICC ESR 1398 (2009 IBC) 10/11/2011 21,6 <br />21[8 <br />0 <br />1 <br />0 <br />3" POST CONNECTIONS FOR <br />FASCIA HEADERS <br />MAX DISTANCE TO PIRST ROW OF POSTS "L" <br />EM E OVERH..NG <br />G- <br />18'-0 <br />18'-0 <br />184' <br />160-0 <br />16'-0 <br />16'-0, <br />15'-00. <br />is·=.ap <br />15'-0 <br />14'.2- <br />15'-0' <br />1 3'-1 r <br />1 5-0' <br />15'-0 <br />1 7-8* <br />14'-0' <br />14'-0 <br />10'-10" <br />13'-0' <br />13'-0' <br />E-4- <br />ALUMINUM BRACKET 6063T6 <br />t = 0.090' >> SLAB ATTACH FOR 110 EXP C <br />t = 0.090° >> FOOTING :28" MAX <br />t = 0.090' >> FOOTING :41' MAX WITH DETAIL AH <br />STEEL POST <br />2203<'10'DA /40 <br />#.&'#cf 7-9*L <br />USIC 1 -71 N..11 <br />i /UNt# -%&/5- <br />PIrt D 1,/U OCT 20 2011 <br />Amerimax 5208 TENNYSON PARKWAY <br />SUITE 100BUILDING PRODUCTS, INC.PLANO, TEXAS 75024 <br />01-N Ent TYPE: <br />BEJ/CP <br />SCALE:NAE: <br />NTS Component Parts & Connection Details <br />Engineer's Stamp DATE FILE#SHEET: <br />CD09-2009 9 of 9 <br />12'18"24" <br />18*-0'16'-O 13'-4-E-r <br />184 18'-0 13'-4- <br />18%0 18'-0 181-0 18-00 <br />10-2"2-2-NOV 5 <br />16*-0 16'-O 11'-1-7'-1. <br />16'-00 16'-O 16'-9 15'-10' <br />7·- l Cr 4-of· <br />5-6. <br />15'-0'15-0 15'4 12.3- <br />E€9-Or <br />15*-0 10'-4 6*-8.4'-3* <br />15'47 13'4- <br />S.1-1'-3- <br />15'-0'10'-1 e-7*4.2 <br />13'-1-Epl 1 C <br />7.-W <br />14'-0 9-7 5-10'3'-7»CI <br />14'-9 14'-0'11'-10- <br />4'-7*2-1.04- <br />13'-0 7-8- <br />13'-0'137-0 104 6'-10-4016'23 <br />99330 <br />d <br />essiena <br />PT <br />bned