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HANGER CHANNELS AND MOUNTING BRACKETS ALUM. 3004-H36 1 1.50-WALL FASTENERS -1 7.-4 SEE TABLE #14 SDS 1---2.74 @ 8* 0.C. _ - #14 SMS O PANEL LOCKS OR #8 SMS T=.060' -1 W AT EA CONTACT 1 WALL- FASTENERS xL WALL SEE TABLE \9FASTENERS | ALUM.ALLOY CONnNUOUS A- RAIL SEE TABLE 6063-Te ROOF PANEL (WHERE OCCURS) ALUM.ALLOY 1 SEE PAGE 33 FOR- nr:rr ,6063-T6 ALUMALLOY \ APPROVED ROOF PANEL 4--Lxgl_#14 SMS @ EA CONTACT 6063-TB ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION I.R. HANGER nrn• L 010"X90 l Ill 902 563' 6* A34 FRAMING ANGLE SEE TABLE -1 FASTENERS, SEE TABLEn R.F. OR EXT. MANGER CHANNEL, 2X OR 3X \ 1 RAFTER BRACKET. n=W WHERE ALLOWABLE PROJECTION EXCEEDS 16', ADD A34 FRAMING ANGLE WIND EA SIDE OF RAFTER (2 PER DESIGN 90 100 110 RAFTER TO BLK'G) HANGER /RAIL FASTENER TO FASCIA WALL ( STUD, MASONRY OR CONC.) AT WOOD STUD AT MASONRY (SOLID-v „u,w i ,-w ,„,=GAT 2x FASCIA 16"0.C.CELL AT FASTENER) OR CONC. LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 1107#ABBCDOEEF ABBCDDEEF ABBCDDEEF 11.. E er ALUM. PANEL 2X OR-/ /ID-3x ALUM. RAFTER FASCIA BOARD-- L EXIST. EAVES. RAFTER ALLOWABLE PROJ. EXISTING EAVEL-,_,- SEE TABLE BELOW OVERHANG 1 1 (24' MAX.) EXISTING EAVE CONNECTION EXIST. FWTER RAFTER SIZE SPACING OVERHANG(L) 2* x 4'18* 240 O.C.FULL 24" 2» x 6'18" NOTCHED 24 O.C. 24' 2'xe' FULL OR 18"24'0.C.2€ NOTCHED 24' D ESCRIPTIC N OF LAG SCREW (SEE NOTE BELOW)18% No. C37946 /1 A=SOS25412 W/A34 FFUWING ANGLE AT EACH FWTER, 24' O.C, MAX.62Sx P. 03/31//1110 B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER FWTER), STAGGERED, 24' O,C. MAX, C=S0S25412 AT EACH STUD, 16' 0.C. MAX. Ir a D=3/8'0 x 4" LAG SCREW AT EACH STUD figN 'E=3/8·0 x 1 1/8' AT 16' O.C. INTO SOLID-GROUTED CMU CELL OR CONCRETE i I 0 1/*4'al,21**927'F=3/8'0 x 1 1/8' AT 12' O.C. INTO SOLID-GROUTED CMU CELL OR CONCRETE , 'HILT1 QUICK BOLT STAINLESS STEEL SEE NOTE 26, SHEET 1 Al° V 10# L.L.42)#14 SMS EA. SIDE\h 112 r- 20#/30#LL=(2)#14 SMS EA. SIDE \>1 / r U-BRACKET ALLOWABLE DECK / RAFTER SPAN -t?/4. OR 11/7 NOTE: PROVIDE WATER 11/4 WIND SPEED (MPH) AND EXPOSURE PROTECTION METAL FLASHING Eaciff CAUCK JOINTS AND SLOPE 90, C 100, C 110, C 984*k--------- TO DIWN5- MIN. 197 15'-3'12'-4'\\1 TYPICAL BUCKET AT EVERY h 12'4'9'-10' (A) ..:P-0-- -.4 OR 1 1/726'-0"22'-2'18'-1',------4------ 18'-8'14'-9-11'-10" \FOR SPAN SEE ALLOWABLE·-- EXISTING WOOD STUD FRAMING EAVE LENGTH \ 1 \ DECK/RAFTER SPAN TABLE25-7 26'-0'26'-0' 18'-8'22-7 18'-7" 0 27(8' FULL OR 18'26'-0-26'-0-24' O.C.2"*10' NOTCHED 240 26'-0'26'-0' NOTE: (A) MAXIMUM ALLOWABLE DECK / FWTER SPAN AT 110 MPH, EXPOSURE 8 IS 10'-7'. (E) 214 FWTER OVERHANG NOT PERMITTED FOR 110 MPH, EXPOSURE C WIND LOADS. . 1. EXISTING ROOF OVERHANG DESIGN LOADS: ROL . 3 psf(MIN) TO 8 psi (1.W<) RLL = 20 & 30 psf 2. EXISTING FWTER ALLOWABLE BENDING STRESS IS 1,200 psl. 3. ALLOWABLE DECK / RAFTER SPANS ARE BASED ON RLL = 10,20, & 30 psf TW.8./ 7(*#14*13/4. 1 26'-0" / 24'-4'L-- 2 EACH 1/4-0 1 3-1/7 LAG SCREWS LL.=10 pef2 EACH 7/183 x 3-1/2' LAG SCREWS LL.•20 AND 30 pIf (r MIN. PENETRATION INTO EXETING WOOD STUD) NOTE: USE LEDGER WHERE RAFTER SPACING EXCEEDS EXISTING STUD SPACING ..-UTNOTE: PLACE -SIKA FUEr OR SIMILAR J MAY BE MOUNTEDSEE t) FOR ATTACHMENT MATERIAL BETWEEN BRACKET AND COMP.BELOW RAFTER W/ SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECDON'SFU\FTER TO WALL CONNECTION BRACKET CONNECTION3 IAPMO ER 0185 DRAWN BY: E.N. DATE 1601/2012 SCALE: NONE REVISED BY: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENGINEERING RANCHO CUCAMONOA CA (961)741·2107 MANGER CHANNEL AND BRACKET ATTACHMENTS LIVE LOAD • 10,20 & 30 pef HORIL WIND • 90,100 & 110 MPH PAMO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. 8269 ALPINE AVE. SACRAMENTO, CA @6826 (916)452-7021 FAX 40)·1519 8-@dur-n.curl SHEET 9 OF 33