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HANGER CHANNELS AND MOUNTING BRACKETS <br />ALUM. 3004-H36 1.50*WALL FASTENERSSEE TABLE -*6 T 0781 --2.740",-- <br />(2)DIA <br />.563' #40•. ™MA .401 <br />06 2 E. WALL <br />N {4 14 FASTENERS ALUM ALLOY <br />SEE TABLE 6063-Ta <br />rr.n•. -- <br />r-- <br />1-4 CONnNUOUS A- RAIL <br /> (WHERE OCCURS) <br />ALUM.ALLOY <br />6063-T6 <br />014 SMS @ PANEL <br />LOCKS OR #8 SMS <br />AT EA CONTACT <br />* ROOF PANEL <br />#14 SMS @ EA CONTACT <br />#14 SDS <br />@8' 0.C. <br />1 WALL FASTENERS x <br /> SEE TABLE N <br />1 SEE PAGE 33 FOR <br />ALUMALLOY 1 APPROVED ROOF PANEL <br />6083-T6 <br />W <br />@ <br />12:- 6 <br />i <br />ROLLFORMED 1-*!BER-NGER CHANNEL WALL CONNECTION I.R. HANGER <br />A34 FRAWN60-ANGLE <br />SEE TABLE <br />FAS¢RS, SEE TABLE-1 <br />R.F<OR EXT.MANGER <br />/CHANNEL, 2X OR 3X <br />/ IWTER BRACI - <br />X'REUDED HA <br />LOWABk <br />)N EXCEED€ 16', <br />WHERE AL <br />PROJECTK <br />ADD A34 FRAMING ANGWE WIND <br />EA SIDE OF RAFTER (2 PM DESIGN <br />, 100 <br />\ 110 <br />0 1.-f- 1.880' <br />RAFTER TO BLK'G) <br />HANGER /RAIL FASTENER TO FASCIA WALL ( STUD, MASONRY OR CONC.) <br />AT WOOD STUD AT MASONRY (SOLID-urn,W i WAT 2x FASCIA <br />16' O.C.CELL AT FASTENER) OR CONC. <br />LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 <br />ABBCDDEEF <br />ABBCDDEEF <br />ABBCDDEEF <br />*# 40¥21» <br />AL. r.#7¢bl, 1.6 <br />ALUM. PANEL 2X OR-1 /It3x ALUM. RAFTER <br />FASCIA BOARD-- <br />£- EXIST. EAVES, RAFTER <br />ALLOWABLE PROJ. ,EXISTING EAVEL+..SEE TABLE BELOW OVERHANG <br />(24' MAX.) <br />DESCRIPTION OF LAG S DREW (SEE NOTE BELOW)flirL "u. VJ f -, -, <br />A=60525412 W/A34 FRAMING ANGLE AT EACH FWTER, 24' O.C. MAO(.16-,EXP.03131!d,-// <br />B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER FWTER), STAGGERED, 24' O.C. MU. <br />u C=SOS25412 AT EACH STUD, 16' 0.C. MAX. <br />|t| D=3/8'0 x 4* LAG SCREW AT EACH STUD <br />10* 'E.3/8'0 x 1 1/8" AT 16' 0.C. INTO SOLID-GROUTED CMU CELL OR CONCRETE <br />'F=3/8»0 x 1 1/8' AT 12' O.C. INTO SOLID-GROUTED CMU CELL OR CONCRETE <br />*HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1 <br />=41 / <br />ING EAVE CONNECTION <br />---91137-WIFYI-- ,/'AL¢*fABLE DECK / RAFTER SPAN <br />RAFTER SIZE SPACING OVERHANG (L) ('WIND *EED (MPH) AND EXPOSURE <br />,- 90, C j 100, C 110, C <br />2' x 4'18'Tocy240 O.C.FULL 24"12'-8 <br />2- x T 18"26'-0' <br />NOIC;14*13·4C::- 2* O.C.._IEEE'\ <br />/2'xe' FULL OR 24'0.C.(/3 l 18'-8' /22'.9'18'-r. 2.XE NOTCHED _- /26'-0' '25• -0·26'-0' <br />118*FOOZOR TF -75':0< 26'-0-26'-0. <br />24"0.C.2"*10' NOTCHED 240 26'-0-25'JO'24'-4' <br />NOTE: <br />(A) MAXIMUM ALLOWABLE DECK / RAFTER SPAN AT 110 MPH, EXPOSURE B <br />IS 10'-r. (E) 2*4 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH, <br />EXPOSURE C WIND LOADS. <br />1. EXISTING ROOF OVERHANG DESIGN LOADS: <br />RDL = 3 w (MIN) TO 8 psf(MAX) RLL = 20 & 30 ps: <br />2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 psl. <br />3. ALLOWABLE DECK / RAFTER SPANS ARE BASED ON RLL = 10,20, & 30 psf <br />10# L.L.421#14 SMS EA SIDE\\ 112 r- 20##30#LL.42)014 SMS EA. SIDE 4 <br />/ r u-BRACKET476=444-- ---------.11/4' <br />3/4' OR 1 1/2«1 2461/7 OR ... <br />5- MIN.3* x r ALUM. < <br />RAFTER <br />I/4' OR 1 1/7 <br />1 / <br /> - EXISnNG WOOD STUD FRAMING #j-EA <br />L- 2 EACH 1/43 1 3-1/7 LAG SCREWS L.L.=10 pif,/2 EACH 7/16'0 x 3-1/2- LAG SCREWS LL.•20,610 30 pif (2· MIN. PENETRATION INTO EXISTING <br />WOOD STUD) <br />NOTE: USE LEDGER WHERE RAFTER SPACING <br />EXCEEDS EXISTING STUD SPACING <br />SEE FOR ATTACHMENT <br />: PLACE '9110, FLEr OR 1 <br />BETWEEN BRACKETANC <br />GLE ROOFING TO PROVN <br />RAFTER TO <br />WALL CONNECTION <br />15'-30 12'-4' <br />9'-10"(A) <br />22'-2'18'-1 ' <br />14'-T 11'-100 <br />1 PATIO COVER <br />UP <br />/L <br />NqTE <br />MATERIN <br />SH41 <br />'01' . <br />ROTEPROVIDE WATER N <br />PROTECTION METAL FlASHING <br />CAUCK JOINT'SAND SLOPE <br />FABLE <br />KET <br />JNTED <br />TER W/ <br />ECTIONS. <br />® <br />- 1 ....r-un <br />TYPICAL BRACKET AT EVERY 2x <br />FOR SPAN SEE ALLA <br />DECK/RAFTER SPAN 1 <br />jWTER <br />014*3 1/7 W.3 <br />NOTE: BRAC <br />3!MILAR -1 MAY BE Mol <br />)COMP.BELOW RAF <br />)E SEAL SAME CONN <br />BRACKET CONNECTION <br />IAPMO ER* 0195 <br />DRAWN BY: E.N. <br />DATE: 10ml/2012 <br />SCALE: NONE <br />REVISED BY: <br />TOM CAMPBELL & ASSOCIATES, INC. <br />COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING <br />RANCHO CUCAMONGA CA (961) 741·2107 <br />HANGER CHANNEL- <br />ANO BRACKET <br />ATTACHMENTS <br />LIVE LOAD • <br />10,20 & 30 p,f <br />HORIL WIND - <br />90, 100 & 110 MPH <br />PAT10 COVERSYS'1'801·*91*FO78'r7-- <br />DURALUM PRODUCTS. INC. <br />8268 ALPINE AVE. SACRAMENTO, CA 06826 <br />(918) 482-7021 FAX 401-1619 Bileiedur,k,m.corn SHEET 9 OF 33