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WALL ASSEMBLIES (CONT) MASONRY WALL ASSEMBLIES ROOF CEILING & FLOOR CEILING ASSEMBLIES <br />TYPE/RATING DESCRIPTION TYPE/RATING DESCRIPTION TYPE/RATING DESCRIPTION <br /><9> <br />< > <br />TYP. @ BREEZEWAY CLOSET TYP. @ ELEVATOR SHAFT TO ELEVATOR MACHINE ROOM TYP. @ AC SPACE <br />WM-1 RC-1 <br />1 HOUR 1 HOUR <br />RATED ---- 1. (1/2" FIBERGLASS REINFORCED CEMENT PLASTER ON PAPER BACKED MTL RATED (1) LAYER 518" FIRE RATED EXT. GRADE GYPSUM BOARD 1. 30 YEAR ARCHITECTURAL FIBERGLASS 1 ASPHALT SHINGLES ON 30# <br />LATH OVER BUILDING WRAP IN BREEZEWAY LOCATIONS 2. WOOD STUDS PER FRAMING PLAN 1 HOUR FELT <br />2. (1) LAYER 7/16" EXTERIOR GRADE OSB SHEATHING (15/32" P.T. PLYWD. f a,, <br />3. 21/4" AIR SPACE RATED 2. 518" CDX EXTERIOR GRADE SHEATHING <br />UNDERWRITERS C <br />SHEATHING @ FIRST FLOOR) CALCULATED 4. 8" CMU 3. ROOF TRUSSES @ 24" O.C. <br />LABORATORY 3. WOOD STUDS PER FRAMING PLAN @ 16" O.C. ASSEMBLY FBC _ 4. R-30 BLOWN INSULATION <br />4. R-13 UNFACED BATT INSULATION <br />DESIGN U356 L TABLE 721.3.2 GA # RC2602 5. (2) LAYERS 518" FIRE -RATED GYPSUM BOARD <br />5. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD MACH.RM SHAFT <br />EXT. CLOSET <br />6 <br />1 HOUR <br />RATED <br />CALCULATED <br />ASSEMBLY FBC <br />TABLE 721.3.2 <br />WM-3 <br />1 HOUR <br />RATED <br />CALCULATED <br />ASSEMBLY FBC <br />TABLE 721.3.2 <br />WM-4 <br />1 HOUR <br />RATED <br />CALCULATED <br />ASSEMBLY FBC <br />TABLE 721.3.2 <br />TYP. @ TENANT SEPARATION @ ELEVATOR <br />SHAFT <br />TYP. @ ELEVATOR EXTERIOR <br />TYP. @ ELEVATOR EXTERIOR <br />CALCULATED ASSEMBLIES <br />1 - HOUR CALCULATED FIRE RESISTANCE <br />FLORIDA BUILDING CODE 2007 SECTION 721 <br />BASED ON TABLE 721.3.2 <br />WM-1, 2, 3 4 s <br />8" CONCRETE BLOCK 1 HR <br />(MIN. 2.1" EQUIV. THICKNESS/HR) <br />1. 8" CMU. <br />2. 21/4" AIR SPACE <br />3. 2X WOOD STUDS @ 16" O.C. <br />4. (1) LAYER R-13 KRAFT FACED BATT INSULATION <br />5. (1) LAYER 5/8" FIRE -RATED GYPSUM BOARD <br />1. FIBER CEMENT SIDING & TRIM (AS PER ELEVATIONS) OVER <br />BUILDING WRAP <br />2. 2X P.T. WOOD FURRING STRIPS @ 16" O.C. <br />3. 8" CMU W/ FLUID APPLIED WEATHER RESISTIVE BARRIER <br />ON EXT. SIDE, FLUSH TOOLED JOINTS BOTH SIDES <br />1. 1/2" FIBERGLASS REINFORCED CEMENT PLASTER ON PAPER <br />BACKED MTL LATH OVER BUILDING WRAP <br />2. 8" CMU, FLUSH TOOLED JOINTS BOTH SIDES <br />1 HOUR <br />RATED <br />GA # RC2602 <br />FC-1 <br />1 HOUR <br />RATED <br />UNDERWRITERS <br />LABORATORY DESIGN <br />L563 <br />1 HOUR <br />RATED <br />UNDERWRITERS <br />LABORATORY DESIGN <br />L528 <br />FCC <br />1 HOUR <br />RATED <br />GA # FC5406 <br />1 HOUR <br />RATED <br />UNDERWRITERS <br />LABORATORY DESIGN <br />L528 <br />TYP. @ BREEZEWAY/BALCONIES/ELEV. CAP <br />TYP. @ UNITS <br />TYP. @ BREEZEWAY <br />TYP. @ STAIR MID -LANDING <br />TYP. @ BALCONIES <br />1. 30 YEAR ARCHITECTURAL FIBERGLASS / ASPHALT SHINGLES ON 30# <br />FELT <br />2. 5/8" CDX EXTERIOR GRADE SHEATHING <br />3. ROOF TRUSSES @ 24" O.C. <br />4. (2) LAYERS 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD <br />1. 3/4" GYP-CRETE TOPPING. <br />2. 23/32" O.S.B. T. & G. FLOOR SHEATHING <br />3. 20" FLOOR TRUSSES @ 24" O.C. <br />4. R-11 BATT INSULATION <br />5. RESILIENT CHANNELS @ 12" O.C. <br />6. (1) LAYER OF 5/8" FIRE -RATED GYPSUM BOARD (EXT. GRADE @ <br />BREEZEWAY BELOW UNIT) <br />1. 1 1/2" TO 3" CONC. ON ELASTOMERIC MEMBRANE <br />2. 23/32" T&G O.S.B. SHEATHING ACTUAL DIMENSION <br />3. 17" WD. TRUSSES @ 24" O.C. <br />4. RESILIENT CHANNELS @ 16" O.C. <br />5. (1) LAYER 518" FIRE -RATED EXT. GRADE GYPSUM BOARD <br />1. 1 1/2" TO 21/2" CONC. ON ELASTOMERIC MEMBRANE <br />2. 23/32" T&G O.S.B. SHEATHING ACTUAL DIMENSION <br />3. 2X10 WOOD JOISTS @ 16" O.C. <br />4. (2) LAYERS 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD <br />1. 1 1/2".TO 3" CONC. ON ELASTOMERIC MEMBRANE, SEAMS TO RUN <br />PARALLEL W/ SLOPE. <br />2. 23/32" T&G O.S.B. SHEATHING ACTUAL DIMENSION <br />3. SLOPED TOP CHORD WD. TRUSSES @ 24" O.C. (SEE DETAILS) <br />4. RESILIENT CHANNELS @ 16" O.C. <br />5. (1) LAYER 5/8" FIRE -RATED EXT. GRADE GYPSUM BOARD <br />3 <br />W <br />mFO UME <br />D <br />.0 <br />2 <br />y ARCHITECTURE & <br />INTFRIOR I)FSIC�N_ INC_ <br />•2 PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />745 odenta avenue, suite 1121 <br />altamonte springs, t132701 <br />phone: 407.830.1400 <br />fax: 407.830.4143 <br />AA0002731 <br />www.forumarchkeeture.com <br />Meetinghouse <br />at Zephyrhills <br />Senior <br />Apartments <br />City of Zephyrhills, FL <br />\ SET DISTRIBUTIONS: <br />11/25109 <br />Progress SO-,, <br />12/09/09 <br />60% Progress Set <br />12/17109 <br />Bid Set <br />03/02110 <br />Permit Set <br />Q, SHEET REVISIONS: <br />01/17111 6 Owner Revision 2 <br />EDITED BY: <br />i PROJECT NO. 09-2587 <br />z <br />0 <br />Construction <br />° Assemblies <br />W <br />r- <br />z <br />0 <br />W <br />U <br />W <br />I <br />U <br />Al .05 <br />X <br />O <br />a <br />0 <br />