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1 I 2 I 3 I 4 I 5 <br /> iiidSaitaikaMiiraTit <br /> A „ <br /> 4757.4 7.,...vcil.i <br /> why :t n <br /> A FILE NO. WP 3651 PROPRIETARY* 1 HOUR 30 to 34 STD i � h t -;x <br /> FIRE SOUND BEAM 4p <br /> PER PLAN '4 ; A . <br /> GYPSUM WALLBOARD, WOOD STUDS :t i..it 's j <br /> 425.224.„ I I evarert,wa <br /> DI masdeslgn.servlcesQgmall.Com I E <br /> ONE LAYER 5/8" TYPE X GYPSUM MAT WATER—RESISTANT GYPSUM BACKING BOARD APPLIED dealgn I drafting I consuIUng <br /> PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2x WOOD STUDS 16" O.C. WITH PHOSPHATE . Mt .lx.a 1- <br /> COATED NAILS, 1-7/8" LONG, %4" DIAMETER CUPPED HEADS, 8" O.C. WITH PHOSPHATE COATED THICKNESS: 6-3/4" 'III i <br /> fiS ° .. t _ . <br /> NAILS, 1-7/8" LONG, %4" DIAMETER CUPPED HEADS, 8"O.C. JOINTS STAGGERED 16" ON APPROX WEIGHT: 8 psf <br /> OPPOSITE AND COVERED WITH 10X10 MESH GLASS TAPE AND TILE ADHESIVE. (LOAD—BEARING) WHI-495-0853, 5-14-87 - <br /> WHI-495-0854, 5-15-87 <br /> PROPRIETARY GYPSUM PANEL PRODUCT SOUND TEST: A35 — EA SIDE. <br /> SEE WP 3605 <br /> GEORGIA—PACIFIC GYPSUM LLC 5/8" DENSSHIELD FIREGUARD TILE BACKER (OR 64-8,2-4-64) <br /> POST <br /> PER PLAN <br /> D <br /> _ 1 ® "I .; :A: . LL Scale: N.T.S. 8 '� �.. Scale: N.T.S. <br /> TED File: • : • File: <br /> 2x BLK'G BM PER <br /> © 48" oc PLAN tg,t 0' §0 <br /> ROOF SHETH'G i <br /> PER PLAN <br /> B.N. <br /> TOP <br /> PLATE <br /> ST6236 STRAP 2x BLK'G <br /> \\\\ <br /> © BREAK IN PL. / ® 48" °CLG JSTS <br /> imilopprHAIHramomonmil...5 <br /> " / PER PLAN ;tM � . lu 40 10 2322 CEDAR STREET <br /> E.N. �,r�� EVERETT, WASHINGTON <br /> RAFTERS , C <br /> PER PLAN / C''',,,,,, A35 EA SIDE <br /> A35's PER SHEAR OF BM & PST <br /> PERSHR PLA WALNL , WALL SCHEDULE PLOASN PER 4 TOTAL E.N. I <br /> STUDS — A35 PER SHR. <br /> WALL SCHED. <br /> a > <br /> PER PLAN <br /> This drawing is: <br /> 1.Copyright 2018 MAS Design Studio. <br /> 2.The Designers Instrument of Professional Service. <br /> :::Ie <br /> : N.T.S. Scale: N.T.S. , Scale: N.T.S. 3.For use on this project only.Obtain Designers written <br /> File: File. permission for any other use orreproduction. <br /> B <br /> MARK DATE I DESCRIPTION <br /> - I OWNER APPROVAL <br /> - I PERMIT APPLICATION B <br /> BM PER PLANS - I BIDDING <br /> EXST. ROOF SHETH'G I CONSTRUCTION <br /> PER PLAN BEAM - I - <br /> PER PLAN - I - <br /> - I - <br /> \ -C--> / - -'> <br /> ` , V <br /> \ / / r PROJECT NUMBER: 1 18.02 t1M, <br /> I <br /> - 11 APPROVED BY: <br /> PROJECT DIRECTOR: <br /> ii� t <br /> 1 � PROJECT ARCHITECT; <br /> E.N. SIMPSON CC SIMPSON ECCI <br /> COLUMN CAP COLUMN CAP CHECKED BY: I <br /> JOB CAPTAIN: I <br /> / <br /> RAFTERS I SIMPSON HANGER DRAWN BY: _ 1 MAS <br /> PER PLAN <br /> PER PLAN ` � AgSti- ,A46bratfat. ". <br /> SHR WALL ' A35's PER SHEAR POST POST BEAM PER PLAN <br /> A PER PLAN WALL SCHEDULE PER PLANS PER PLANS <br /> Construction <br /> i\ Details A <br /> tiv____ <br /> CITY OF EVERETT !IPOINSVIISSIIMilitg <br /> VIEWED FOR PERMIT pylowsmamielifaf <br /> Scale: N.T.S. ETAIL Scale: N.T.S.-EA ! Scale: N.T.S. <br /> File: File: File: r , :< ** <br /> 1 1 2 I 3 I 4 I 5 <br />