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MASONRY WALL ASSEMBLIES M ROOF CEILING & FLOOR CEILING ASSEMBLIES <br />TYPE/RATING DESCRIPTION TYPE/RATING DESCRIPTION <br />TYP. @ ELEVATOR SHAFT TO ELEVATOR MACHINE ROOM TYP. @ AC SPACE <br />WM-1<6> <br />1 HOUR <br />RATED - 1. (1) LAYER 5/8" FIRE RATED EXT. GRADE GYPSUM BOARD 1. 30 YEAR ARCHITECTURAL FIBERGLASS / ASPHALT SHINGLES ON 30# <br />2. WOOD STUDS PER FRAMING PLAN 1 HOUR FELT <br />3. 21/4" AIRSPACE RATED 2. 5/8"CDX EXTERIOR GRADE SHEATHING <br />48" CMU <br />CALCULATED . <br />ASSEMBLY FBC 3. ROOF TRUSSES @ 24" O.C. <br />4. R-30 BLOWN INSULATION <br />TABLE 721.3.2 GA # RC2602 . 5. (2) LAYERS 5/8" FIRE -RATED GYPSUM BOARD <br />MACH.RM SHAFT <br />WM-2 <br />1 HOUR <br />RATED <br />CALCULATED <br />ASSEMBLY FBC <br />TABLE 721.3.2 <br />6 <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 />EXT. <br />E 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, 213 <br />8" CONCRETE BLOCK 1 HR <br />(MIN. 2.1" EQUIV. THICKNESS/HR) <br />N <br />a) <br />cu <br />0 <br />U) <br />a <br />0 <br />0 <br />7t <br />M <br />ca <br />0 <br />0 <br />0 <br />N <br />CCD <br />6 � <br />N <br />c <br />0 <br />a <br />a) <br />0 <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 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 />1 HOUR <br />RATED <br />GA # FC5406 <br />FCC <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 518" 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 5/8" 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 />ro <br />>' FORUME <br />r <br />2 <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />N PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />0 <br />0 745 orienta avenue, suite 1121 <br />altamonte springs, fl 32701 <br />5 phone: 407.830.1400 <br />fax: 407.830,4143 <br />L' AA0002731 <br />www.forumarchitecture.com <br />L. <br />Meetinghouse <br />at Zephyrhills <br />Senior <br />Apartments <br />City of Zephyrhills, FL <br />m O <br />cf)o <br />w� <br />i <br />¢a <br />I <br />SET DISTRIBUTIONS:' <br />1.1125109 Progress Set <br />I 12109109 ,,60% Prrogres <br />Set . <br />, <br />03102110 <br />.......................... <br />.......... - .........................- ..............__....._....... <br />SHEET REVISIONS: <br />EDITED BY: <br />Al .05 <br />