1215 80TH ST SW 100 2023 Plans 2025-07-01

R-21 BATE INSULATION ABOVE EXISTING 2"x 4 TO HAVE WHITE VAPOR BARRIER vv 13/q" 1/2"THERMALLY N w/MAX.FLAME SPREAD RATING v2" BROKEN ANODIZED 71 OF 25 AND SMOKE DEVELOPED ALUMINUM WINDOW $ RATING OF 450.ttP.ABOVE SYSTEM W/1" WALL FURRING. INSULATED TINTED EXISTING CON. GLASS PANEL METAL STUD FRAMING W/36" TYPE"X"GWB/W R-13 BATT LINE OF PANEL PROVIDE CONTINUOUS a° INSULATION BEYOND------_, CAULK BEAD BETWEEN WIDOW FRAME AND PROVIDE CONTINUOUS SILL. Ci CAULK BEAD BETWEEN u, WIDOW FRAME AND a 1 x WOOD SILL PIECE. o 0 EASE EDGES.PAINT d F PACK VOID AT TOP OF GWB. DIM.POINT FULL HEIGHT WALL WITH �— 2x TREATED WOOD a I ROCKWOOL (WIDTH OF DIM.POINT BLOCKING. °d WALL, RIGID INSULATION n d I I AND GWB. ------------------ a o ------------------------- 362S162-43 GA �i I I ZE SUSPENDED ACOUST. ° PACK VOID AT TOP z a t / SEALANT CEILING GRID h TILE METAL STUDS®24" OF FULL HEIGHT WALL O.C.W/5/8"TYPE METAL STUDS W/ WITH ROCKWOOL g EXISTING c "X"GWB W/R-13 HILTI-ENP19 PAF 10 EXISTING ANODIZED 5" (WIDTH OF WALL, TILT-UP BATT INSULATION 24" O/C TA4. LINE OF ALUMINUM WINDOW CONCRETE RIGID INSULATION AND PANEL BEYOND SYSTEM W/ 1" PANEL. 5/8" TYPE GWB ) "X" INSULATED GLASS. GWB ci OVER R-13 GATT � INSULATION ^ I` WINDOW HEAD AT STOREFRONT WINDOW SILL AT STOREFRONT EXISTING WF JOIST/STRUCTURE PER Scale: 1 1/2"=1'-0' 4 Scale: 1 1/2"=1'-0" STRUCTURAL DRAWINGS METAL STUDS W/ HILTI-ENP19 PAF ® WW 24" O/C R �fn DEFLECTION TRACK PER STRUCTURAL SECURE STUDS TO SLOTTED DEFLECTION TRACK. ATTACH G.W.B. TO STUDS ONLY (NOT DEFLECTION TRACK) WALL PER PLANS TOP OF DEMISING WALL Scale: 3" = 1'-0" NEW FULL HEIGHT V DEMISING WALL cc (WAREHOUSE TO WAREHOUSE): ,^ 5/8" TYPE '9(" GWB V/ WAREHOUSE EACH SIDE OF 6" METAL STUDS AT 16" O.C. WITH R-21 O W BATT INSULATION. FIRE STEEL- _FRAMING � U ^` TAPE ONLY. SEE 2OO-$OO E W STRUCTURAL FOR STUD ` DETAILS. O O / Q La. L7 Cz � � � The issue of connection of non-load bearing walls to Me suspension system of a lay-in acoustical ceiling has been U an issue for decades in the code enforcement section. ei/L�( co The Uniform Building Code was rather vague on the issue.The International Building Code(IBC)section 1621.1.2 is C Q tV Ln based on ASCE(American Society of Civil Engineers)standard 7-02 states: N C'V > "Partitions that are tied to the telling and all partitions that are greater than 6 feet(1829mm)in height v. Cal LLI shall be laterally braced to the building structure.Such bracing shall be independent of any ceiling splay bracing" U] Q m ut The confusion and the intent of the code may be cleared up best by the commentaries that explain ASCE 7-02.The I.I rn engineers had noticed that when touring buildings after a significant earthquake the non-load bearing walls using LLLLJ [� the suspension system as the means to brace the partition provided doubtful adequate support."Partitions must be r N ENTIRE RESTROOM CEILING ENTIRE RESTROOM CEILING braced to the building and not rely on the bracing of the ceiling suspension system for support.This does not mean Q COVERED WITH SOUND COVERED WITH SOUND that they can not be connected or"tied"together as stated in the IBC code. N _ Q WIDTH PER PLAN BATT INSULATION. WIDTH PER PLAN BATT INSULATION. 1O There is a requirement for partitions and the suspension systems to be independent of each other for seismic design U ❑ category"C"buildings.SDC"C"buildings are intended to have a"free floating"ceiling and expect limited movement. N The ceilings and partitions in SDC C buildings shall not be connected or"tied"to the suspension system.For build- 0 1 Inge designated D,E or F,the partitions may be connected to the suspension system. N O Ul 6" METAL CEILING JOISTS 6" METAL CEILING JOISTS y SUSPENDED CEILING NOTE: N N AT 24" O.C. PER AT 24" O.C. PER 19 SYSTEM PER REFLECTED BUILDING IS SDC D. REFER TO GENERAL NOTES ON SHEET S1.0 W m STRUCTURAL STRUCTURAL TA41 CEILING PLAN Q F Q ASCE 7 13.5.8 PARTITIONS 3 5/8"TYPE "X"GWB 5/8"TYPE "X" GWB ATTACH TOP TRACK TO LATERALLY BRACED TO STRUCTURE. _ (� 3 5/8" METAL SUSPENDED CEILING [] w STUDS ® 16" 6" METAL STUDS ® 16" MAIN RUNNER WITH TWO EXCEPTION: PARTITIONS THAT MEET ALL OF THE FOLLOWING CONDITIONS: J 1. THE PARTITION HEIGHT DOES NOT EXCEED 9 FT. i D.C. STAGGERED O.C. WITH 5/8"TYPE "X" #8 S-SCREWS 2. THE LINEAR WEIGHT OF THE PARTITION DOES NOT EXCEED THE W W uWi WITH 5/8" TYPE GWB W/ R-21 BATT PRODUCT OF 10 LB (0.479 kN) TIMES THE HEIGHT [ft (m)] OF THE V) "WR" GWG INSULATION. PROVIDE PARTITION. J J SOUND BATT INSULATION WR GWB AT WET WALLS. c 3 5/8" METAL STUDS ® 3. THE PARTITION HORIZONTAL SEISMIC LOAD DOES NOT EXCEED 5 PSF J F ❑ PAINT 1 16" O.C. WITH 5/8"TYPE (0.24 kN/mz). Q N °i "X" GWB W/ SOUND BATT W _ uj o WAREHOUSE WAREHOUSE TOILET SIDE TOILET SIDE TOILET SIDE TOILET SIDE INSULATION. Ljj ] ❑ SIDE SIDE 3 5/8" CONT. METAL m N 0 TRACK. SEE I STRUCTURAL. SEE STRUCTURAL FOR 3 5/8" CONT. METAL 6" CONT. METAL TRACK. (n W p BOTTOM TRACK DETAIL TRACK. SEE SEE STRUCTURAL. Z v L] in - AT FULL HEIGHT WALL STRUCTURAL. BASE PER m,,,,,. ",a"..." ..a"m""Ia I" ��r�. "a.aw,.,,, r�."....u.m" .k..".".,,"..o,�mo .� a ."�...��n. se se o SCHEDULE nme.� lru.mimb ". o,.i"" nwcem rm",."n.,u O Z u.mm�u. "Ierwaia.mm.e n.��inle �' LAB NC. U J Q � FLOOR S '^ " > .- .••° A IONWCB 2828 EastlakeeAve E Ste 360 1 Seattle,WA 98102 te1 E03-29E 0333 • ewwn.iaceinevuarnnu tel 206 624-4243 I is email'nfo cb.org emailOregon@nwcb org (W sheet • y2_ '• .- • � I I ice. i.,i i I i i "on"w[s•wnu a"ocnu"v euAenu J WALL SECTION H WALL SECTION WALL SECTION K WALL SECTION 9 TOP OF PARTITION WALL ATTACHMENT NOTE allTA4.1 G Scale: 1/2"=1'-0 Scale: 1/2"=1'-0" Sole: 1/2"=1'-0" Scale: 1/2"=1'-0" Scale: N.T.S. f