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._ . <br /> NELsoK <br /> Nelco Architecture, Inc. <br /> 1200 Fifth Ave. <br /> Suite 1300 <br /> Seattle, WA 98101 <br /> Phone: (206)408-8500 <br /> WWW.NELSONWORLDWIDE.COM <br /> ADD 2X BLOCKING AT <br /> BRACE POINT <br /> (3) #8 SCREWS STUD <br /> FLANGE TO BLOCKING <br /> I I <br /> // <br /> /1STPU EXISTING ROOF DECK <br /> _- <br /> �� CHANNEL SHAPE, FABRICATED FROM MIN 25 <br /> '...� GA CORROSION-PROTECTED STEEL, MIN <br /> \\, ' WIDTH TO ACCOMMODATE STUD SIZE, WITH <br /> \\ \—�' - 1" LONG LEGS, ATTACHED TO STRUCTURE 24" <br /> \ O.C. MAX. <br /> \� 1 MIN ^ R13 BATT INSULATION <br /> �` <br /> \-11 <br /> EXISTING STEEL GIRDER <br /> 600S137-54 ��� 5/8" GWB, OVER MTL. STUDS © 24" O.C. MAX <br /> STUD BRACE AT `� DEFLECTION (1/240) <br /> 8' 0" OC WITHN <br /> _ � SEMI-CONDITIONED WAREHOUSE, BOTH <br /> (2) 0.145" DIA i,----- SIDES <br /> POWDER DRIVEN <br /> FASTENERS TO �� SLOTTED "SLIPTRACK" OR EQUAL FOR <br /> BTM ANGLE OF ( J l DEFLECTION <br /> TRUSS <br /> CLIENT: <br /> SUITE 1 SUITE 2 <br /> _--- CUT STUD SHORT 0.65" <br /> DRYWALL SCREWS HELD BACK 3.5" FROM <br /> SLIPTRACK FOR MOVEMENT <br /> I <br /> ALTERNATIVE: WHEN OPEN WEB STRUCTURE PANATTONI <br /> DEVELOPMENT <br /> limos COMPANY, LLC <br /> d MrI'i!1i1� 900 SW 16TH STREET, SUITE 330 <br /> RENTON, WA, 98057 <br /> ADD 2X BLOCKING 3/4 2 3/4 <br /> BETWEEN PURLINS AT ff 1' 1 PROJECT: <br /> 8'-0" OC EXISTING ROOF DEC II► GLACIER PEAK - <br /> EXISTING STRUCTURAL MEMBER-WOOD INFARM <br /> SEE ALTERNATE ABOVE WHEN OPEN WEB STRUCTURE <br /> 8" x2" 14 GA TRACK W/2 #10 X 3" SCREWS <br /> \--- o -- 607 RIVERSIDE ROAD <br /> I COMPENSATION CHANNEL @ EXISTING ROOF DECK/ EVERETT, WA 98201 <br /> STRUCTURAL MEMBER, SCREWS STAGGERED AT A MAX <br /> % OF 24" OC, SIZE PER SSMA RECOMMENDATIONS Description: No: Date: <br /> — FOR PERMIT 01/4/2020 <br /> � 1" MIN GAP(SLIP TRACK) <br /> w ;J 5/8" 'TYPE X' GWB SUITE 1 SIDE OVER STUD SIZE, <br /> > GAUGE AND SPACING PER SCHEDULE, MAX 1/2" <br /> o DEFLECTION (L240). <br /> SUITE 1 - SUITE 2 GWB VERTICAL JOINTS CENTERED OVER 8" STUDS AND <br /> �f~ STAGGERED ONE STUD CAVITY ON OPPOSITE SIDE OF <br /> R-21 BATT INSULATION STUD. LEVEL 2 (FIRE TAPE) FINISH. <br /> W/ FSK VAPOR BARRIER 1 METAL STUD RUNNER SAME GAUGE AS PARTITION <br /> FACING WARM SIDE W/ MINIMUM 1" LONG FLANGES ATTACHED TO <br /> EXISTING CONC SLAB WITH POWER-DRIVEN <br /> FASTENERS AT 24" OC - HILTI"X-DNI" PINS, 1" <br /> \ PENETRATION MINIMUM WITH 7/8" DIA WASHERS. <br /> ICC-ES REPORT NO ESR-1663 <br /> CAIDTENANT DEMISING WALL <br /> 8Scale: 1 1/2" = 1'-0" <br /> PARTITION STUD SCHEDULE SEAL: <br /> 1. INTERIOR PARTITIONS (NON-LOAD BEARING) <br /> • VERIFY SIZE, GAUGE AND SPACING WITH STUD MANUFACTURER AND/OR <br /> INSTALLER 10194 <br /> • BASIS OF DESIGN: LATERAL LOAD = 5 PSF, DEFECTION LIMIT = L/240 WITH REC TERED <br /> GWB FINISH BOTH SIDES OF WALL OR 1 1/2"X 20 GA STRAP BRACING @ Ifit AR HITECT <br /> 48" OC WITH 2 #10 SCREWS EACH STUD ON ONE SIDE OF WALL <br /> HEIGHT OF WALL STUD SIZE&GAUGE SPACING AM EG L <br /> UP TO 15' HIGH 3-5/8"x1 5/8",18 GA SS 24" OC MAX STATE OF WAS1111NpTON <br /> 15-0 to 24"-9" 6" x 1 5/8", 18 GA SS 24" OC MAX i <br /> 24'-9" to 32"-0" 6" x 2", 16 GA SS 16" OC MAX <br /> 32'-0" to 42"-0" 8" x 2", 14 GA SS 16" OC MAX <br /> CITY STAMP: <br /> WALL TYPE DETAIL <br /> Proj. No: 20.0000104.000 Reviewed By: PA/PM <br /> A8 . 1 <br />