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10179570_302 W. STEVENS - Plan (2)
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10179570_302 W. STEVENS - Plan (2)
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Last modified
5/2/2021 11:54:11 PM
Creation date
10/25/2020 9:44:32 PM
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Plan
Permit Number
10179570
Full Address
302 W Stevens Ave
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DOUBLE RAFTER CONNECTION DETAILS BEAMye'FOST CONNECTION 1 <br />\ <br />(46BEAM SPLICE TO <br />OCCUR DIRECTLY OVER 5/8' 0 PLASTIC <br />' POST. NOT PERMITTED PLUG WHERE11/2'OR 2*LATTICE -7 #8 S,M.S. -6 SCREWS @ 2-POST UNITS SCREW IS INSIDE <br />ALTERNATE 1/r DOUBLE RAFTE/ PER SIDE :BOLT CONNECTIO --PLAN 2 /s\RAY (44A ' 5; S #14 SMS MAYALTERNATE:BE USE AS <br />-4414 S.M.S. Ea¥/.¥-*Y ¢ 3.5;11 3-P·5. 2. ALTERNATE TORAFTER TO C«A / O [1/4'0 BOLTS - <br />CONNECT.ldinl Z 3.5 <br />1 Bt No. C37948 Dj*# 1 -·: CVA2&5.-0-381//Sf m OR E4.5'0 r SEE NOTES <br /> BELOW 2 -SIDE SEE POST SCHED. <br />6 1/2' SIDEPLATE EA. - <br />3'x 3-STL.POST (24-) \ALTERNATE:1#14 SMSiS· SIDE - i X <br />INSERT ATTACHED OR L(2>-26.5' OR TOP, MID HEIGHT <br />32( 3'STL.POST COLUMN |(2}-3'*8'HEADER AND BOTTOM. 3·SQ. POST BETWEEN SIDE PLATESFOR FREESTANDING _1 * <br />0 <br />N i <br />8» BEAM <br />V <br />L (2*1DBOLT <br />BEANLIQ POST CONNECTION20x 6.5' SIDEPLATE -- <br />POST SCHEDUL <br />n 3" SQ. x .032" + (2)-2" x 6 1/2" x .024"-FSQ. x .032" + (2)-2' x 6 1/2" x .0320 <br />DBL. RAFTER / DBL. HEADER CONN.- W/ (6>-#14 S.M.S. EACH SIDE.- 2 \ *11 (8)-#14 S.M.S. EACH SIDE. <br />USE ON CONC. SLAB Oblt-¥L--_1 USE ON CONC. SLAB OR FOOTING. <br /> #8 S.M.S. EACH SIDE LATTICE 1 1/2- OR 21 1 17-1- 2'xe.5' OR 3"x8' RAFTER <br />- ALTERNATE: 1/2» BOLT <br />1 - -A\ <br />(2)- #14 S.M.S. EACH RAFTER <br />ALTERNATE: <br />TO COLUMN CONNECTION <br />(4 TOTAL) <br />- 3 ALTERNATE: <br />t- (2)- 2*6.5' OR (2>-3*8" HEADER ALTERNATE: <br />3-x390.024" --</(1) - 1/2' BOLT OR <br />CONNECTOR (2* #14 S.M.S. EACH RAFTER <br />EXISTING <br />SHEAT "'-2=*6)6-10.024' <br />ALUMINUM MEMBER WITH <br />WOOD FILL OR <br />r€ NOMINAL LEDGER <br />- (NEW OR EXISTING) <br />n 1- (2) SIMPSON SDS25600 <br />3' SQ. POST <br />EXISnNG <br />1' STUCCO OR EQUAL <br />4-2.5' PENE. INTO EACH WOOD STUD <br />MINU -7 DBL. 3'X8'X.042 BEAM <br />- OR DBL. 2'*6.5'X.032 BEAM <br />1 <br />5/8" 0 ACCESS HOLES <br />INSTALL 6 - #14 X 37 <br />LONG SOS @ EACH <br />HEADER TO COLUMN <br />(12 FASTENERS PER <br />CONNECTION) <br />10 9 <br />8 <br />STUB COLUMN TO DOUBLE HEADER CONN. <br />EXIST. STUCCO / LEDGER <br />ATTACHMENT DETAIL <br />DOUBLE HEADER TO <br />COLUMN DETAIL <br />DRAWN BY. E.N. <br />UPMO Em¥ 0195 DATE: 1681/2012 <br />SCALE: NONE <br />REVISED BY: <br />TOM CAMPBEU & ASSOCIATES, INC. <br />COMMERCIAL AND RESIDENTIAL STRUCTUFUL ENGINEERING <br />UNCHO CUCAMONGKCA (961)741-2107 <br />LIVE LOAD = <br />lATTICE 10,20 & 30 pif <br />CONNECTIONS HORm WIND • <br />90. 100 & 110 MPH <br />PAT1O COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8269 ALPINE AVE, SACRAMENTO, CA 96826 <br />(918) 452-7021 FAX 403-1519 Ule,@durak,moom SHEET 14 OF 33 <br />/1
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