1410 80TH ST SW BASE FILE 2016-01-01 MF Import

WALLS ANO,INTERIOR PARTITIONS, yONCONSj18mE' ' o + . Fire Sr ,?1 GA SKETCH AND DESIGN DATA Nnling Ont!ng Flt DETAILED DESCRIPTION Flre Sound SIC No. Construction with I Type:Gypsum allWallboard,Metal Studs 18 Rase Inyer$•typoXgyp u,nwa1IWud or veneer base nPPlud parallel with 1'twin with drywall•clews 12'16' to IB aced atedl studs 2Ve'wide with 1?4'flange,Studs iG'o c.braced laterally each Sidewill 44'cold rolled channel at 4i points screw We 1714 attached with lb"type S-12 drywall screws.Studs welded both Thickness:6' sides to floor and ceiling track.Face layer sty'typo X gyPsum Limiting Height:Subject to design wallboard or veneer base an ench side applied palatial to studs Approx'Weight 10 psi with Ph'type S 12 drywall$clews 12'ac.Staggor joints 16" Foe Test.FM WP 1992. 1.25-71 o c.each Inyer anti skle.Tested nt 100 percent of design load. (LOAD-DEADING) Construction Type:Gypsum Wallboard,Metal Studs Dnse layer Si"type X gypsum wallboard or veneer train applied _ 40 parallel to oath side of 31h'20 gage 61001 slutls ralached to studs and runner track with 1•typo S-12 drywall _ 1 to screws 12' oe. Face layer sty" typo X gypsum wallboard or -_,yJ veneer base applied lemallol to oath side of slums and almchod 44 WP 1116 m surds and mmnor back with 61,11-type 842 drywall screws Thickness:S• 12"a.c.Stagger joints 24'o.c.each layer and side.Studs at- incited b Limiting Height:Subject to design. Inched l0 each side of lap and bottom track with 4y'typo 642 Approx.Weight: 10 Psi pnnhend screws,or welded. rite Test:UL NC 505.6,Design U-425. Bracing:Lateral bracing shall be as described by assembly WP 7.2982 1206.Tasted at 00 percent of design load.(LOAD--OEATUNG) E '� 0 instruction Type:Gypsum Plaster,Metal Lath,Metal Studs >A- 1:1,1'.1 wood LOPrad gypsum sand presto,npplled over 34 WP 1726 Ib.metal lath wird tied al tight angles to ench side of 2rh'open Thickness: s: hl: tl'2' web metal studs Ill"o c(NLD) Approx.Weight: 16 pat rite Test:UL 84024.9, 10, 1.567 Construction Type:Seal Gypsum Wallboard Gash Ingo,N'type X gypsum wailboa,d or wiled,base applied _ pmaltnl la ouch sada of I%- X 6-typo X gypsum bond studs I 24'a c.with Iamlanling compound combed over Dated sudnca t--�__ of gypsum studs.2-type G drywall screws at 24'ac.to studs. we 1@30 Fncolaym%I type X gypsum wallboard or veneer baso applied Thickness:ash' parallel to studs ori each sidewilh laminalingcompound comb. Limiting Height: 14'0' ed oval mdlre noulact solace and 2-'typo G drywall sora"BPac- Approx.Weight: 10 Psi ed 24'oc.Into gypsum studs.Ends secured to Imp and bottom Fire Test:UC,2.862 channels with Vh"typo S drywall screws 24'oc.Stagger joints 35 24'oc.for each layer and side (NLB) to 39 Construction Type:Solid Gypsum Wallboard One layer,h"plopuchry type X gypsum wallboard or"neer hasp npplied parnadl to each side of I'X 24'proprietary typo 4—r--1 X gypsum panels with laminaring compound combed oval the "lire conlncl surface and with is/,.'type S screws spaced 24' WP 1x41 oc.horizontally and vertically. Thickness'. 2' (p) Ench 1'gypsum panol attached to 25 gage V s 2V.'Idgh"L" Limiting height 8 PSI unnors along line,and calling lines with two IA. type Sscrews FileAppTe.Weight WP psi al lof anthill Wallboard levels nitached to"L'" unnom with File Tesl:FM WP 668.6 28 82 I%.' type 5 snows 12'oc.Stagger joints 12' oc.each layer and side.(NLD)