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E FLOOR / CEILING ASSEMBLIES
<br />I
<br />TYPICAL AT UNITS / INTERIOR SPACES
<br />"1
<br />FLOORING PER INTERIOR FINISH SCHEDULEINOTES
<br />- 3/4" POURED GYPSUM CONCRETE UNDERLAYMENT
<br />1 HOUR RATED
<br />SOUND UNDERLAYMENT WITH PERIMETER ISOLATION
<br />THROUGHOUT ALL UNIT AREAS, GC TO SUBMIT MFR TEST
<br />DATA INDICATING MIN IIC 50 COMPLIANCE WITH ASSEMBLY
<br />UNDERWRITER'S
<br />(1) LAYER 3/4" (NOMINAL) T&G WOOD STRUCTURAL PANEL
<br />LABORATORY
<br />SHEATHING SUBFLOOR PER STRUCTURAL DRAWINGS
<br />(UL) DESIGN
<br />L546
<br />20" WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS
<br />UNFACED BATT INSULATION: SECURE TO SUBFLOOR (BASE
<br />BID) OR OVER RC AS NOTED BELOW (ALT DEDUCT)
<br />IIC 50+
<br />PER
<br />_
<br />j'` -'r �I `ti� PI PI '1l i (� i �, -- �- j i" j �; e j �; "' )r"
<br />1'
<br />RESILIENT CHANNELS PERPENDICULAR TO TRUSSES AT 16"
<br />Al 176.02-201-10
<br />" ` ' 1 ` " ' ` " " " " `
<br />OC, REDUCE TO 12" OC IF INSULATION LOCATED OVER
<br />A8745.06-201-10
<br />CHANNELS
<br />100528151CRT-001M
<br />(1) LAYER 5/8" FIRE -RATED TYPE C GYPSUM BOARD (EXT
<br />GRADE AT NON -CONDITIONED SPACE)
<br />TYPICAL AT UNIT BALCONY
<br />FIN 5
<br />1.5" MIN NORMALWEI HT LIGHTWEIGHT G OR CONCRETE
<br />TOPPING ON 60 MIL (MIN) ELASTOMERIC MEMBRANE
<br />(1) LAYER 3/4" (NOMINAL) T&G WOOD STRUCTURAL PANEL
<br />1 HOUR RATED
<br />SHEATHING SUBFLOOR PER STRUCTURAL DRAWINGS
<br />WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS
<br />UNDERWRITER'S
<br />WITH SLOPED TOP CHORD TO PROVIDE 18" DEPTH AT T.O.
<br />LABORATORY
<br />SLOPE AND 17" AT B.O. SLOPE
<br />(UL) DESIGN
<br />L528
<br />�--- RESILIENT CHANNELS PERPENDICULAR TO TRUSSES AT 16" OC
<br />(1) LAYER 5/8" FIRE -RATED TYPE C EXT GRADE GYPSUM BOARD
<br />TYPICAL AT INTERIOR LOCATIONS)
<br />eFLOORING
<br />PER INTERIOR FINISH SCHEDULE/NOTES
<br />314" POURED GYPSUM CONCRETE UNDERLAYMENT
<br />2 HOUR RATED
<br />(1) LAYER 3/4" (NOMINAL) T&G WOOD STRUCTURAL PANEL
<br />SHEATHING SUBFLOOR PER STRUCTURAL DRAWINGS
<br />20" WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS
<br />UNDERWRITER'S
<br />LABORATORY
<br />(UL) DESIGN
<br />L577
<br />UNFACED BATT INSULATION: SECURE TO SUBFLOOR
<br />(1) LAYER 5/8" FIRE -RATED TYPE C GYPSUM BOARD
<br />RESILIENT CHANNELS PERPENDICULAR TO TRUSSES AT 12" OC
<br />(2) LAYER 5/8" FIRE -RATED TYPE C GYPSUM BOARD (FACE
<br />LAYER TO BE EXT GRADE AT NON -CONDITIONED SPACE)
<br />NOTE: NO DUCTS/DAMPERS ALLOWED
<br />0 ROOF / CEILING ASSEMBLIES (CONT)
<br />TYPICAL AT PITCHED ROOF
<br />RW1
<br />ROOFING PER PLANS, ELEVATIONS AND DETAILS:
<br />A. ARCHITECTURAL FIBERGLASS ASPHALT SHINGLES
<br />B. STANDING SEAM METAL ROOF PANELS
<br />1 HOUR RATED
<br />-..--'r
<br />C. CONCRETE ROOF TILE SET WITH FOAM ADHESIVE
<br />rr y-
<br />y..f"
<br />ROOF UNDERLAYMENT PER SPECIFICATIONS AND ROOFING
<br />SYSTEM REQUIREMENTS
<br />UNDERWRITER'S
<br />LABORATORY
<br />(1) LAYER 1/2".5/8" (NOMINAL) WOOD STRUCTURAL PANEL
<br />(UL) DESIGN
<br />ROOF SHEATHING PER STRUCTURAL DRAWINGS
<br />P522
<br />WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS
<br />WITH SLOPE PER ROOF PLAN(S)
<br />BLOWN OR BATT INSULATION OVER CONDITIONED SPACES
<br />RESILIENT CHANNELS PERPENDICULAR TO TRUSSES AT 12" OC
<br />(1) LAYER 518" FIRE -RATED TYPE C GYPSUM BOARD (EXTERIOR
<br />GRADE AT UNCONDITIONED SPACES)
<br />TYPICAL AT 2-HOUR CEILING MEMBRANE
<br />RW5
<br />- (1) LAYER 3/4" (NOMINAL) WOOD STRUCTURAL PANEL
<br />SHEATHING PER STRUCTURAL DRAWINGS
<br />2X8 JOISTS AT 24" OC MAX PER STRUCTURAL DRAWINGS
<br />2 HOUR RATED
<br />GYPSUM
<br />(3) LAYERS 5/8" FIRE -RATED GYPSUM BOARD
<br />ASSOCIATION
<br />(GA) DESIGN
<br />7/8" METAL FURRING CHANNELS PERPENDICULAR TO JOISTS
<br />FC 5725
<br />AT 24" OC
<br />(1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXTERIOR
<br />GRADE AT UNCONDITIONED SPACES)
<br />INT
<br />FI( RE SIDE)
<br />NOTE: NO INSULATION OR DUCTS/DAMPERS ALLOWED
<br />TYPICAL AT CAP SLAB WITHIN TRUSS CAVITY AND ABOVE UNFINISHED/UNCONDITIONED SPACE
<br />C-53
<br />2 HOUR RATED
<br />6" THICK CONCRETE SLAB PER STRUCTURAL DRAWINGS
<br />CALCULATED
<br />PER
<br />b q
<br />FBC-B 722.2.2.1
<br />N .4
<br />(REFER TO
<br />CALCULATIONS
<br />ON THIS SHEET)
<br />CONSTRUCTION ASSEMBLY NOTES
<br />A ASSEMBLIES MAY NOT BE NUMBERED IN SEQUENTIAL ORDER.
<br />B THE INDICATED UL ASSEMBLIES AND OTHER SPECIFIED FIRE RATED DESIGNS ARE THE "BASIS OF DESIGN" FOR FIRE SAFETY, SOUND
<br />TRANSMISSION, MATERIAL SELECTION, ETC. THE COMPONENTS OF THE RATED ASSEMBLY SHALL BE PER THE SPECIFIED FIRE TEST AND/OR
<br />SOUND TEST, THE CONTRACTOR MAY SUBMIT ALTERNATE ASSEMBLIES FOR REVIEW AND APPROVAL BY THE ARCHITECT, PRIOR TO
<br />CONSTRUCTION, TO BE USED IN PLACE OF THE ASSEMBLIES INDICATED ON THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL
<br />PROVIDE ALL MATERIALS AND EQUIPMENT AS INDICATED IN THE ASSEMBLY AND/OR WITHIN THE SYSTEM THAT IS PART OF THE ASSEMBLY.
<br />SUBSTITUTION OF MATERIALS OR ADDITIONAL MATERIALS WHICH ARE NOT ALLOWED PER THE ASSEMBLY WILL NOT BE ACCEPTED, APPROVAL
<br />OF THE ASSEMBLY BY THE ARCHITECT DOES NOT RELEASE THE CONTRACTOR FROM THE RESPONSIBILITY OF MEETING ALL APPLICABLE CODES
<br />AND REGULATIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR SUBMITTING DOCUMENTATION OF ANY PROPOSED ALTERNATE ASSEMBLIES
<br />TO THE AHJ FOR APPROVAL PRIOR TO CONSTRUCTION.
<br />C CONTRACTOR TO PROVIDE CURRENT UL LISTED PENETRATION FIRESTOP SYSTEM DESIGNS AND INSTALLATIONS COMPATIBLE FOR THE FIRE
<br />RATED ASSEMBLIES BEING PENETRATED. SUBMIT COPIES OF UL LISTED PENETRATION SYSTEMS TO ARCHITECT FOR REVIEW AND APPROVAL,
<br />PRIOR TO CONSTRUCTION. CONTRACTOR IS ALSO RESPONSIBLE FOR SUBMITTING DOCUMENTATION OF PROPOSED PENETRATION FIRESTOP
<br />SYSTEM TO THE AHJ FOR APPROVAL PRIOR TO CONSTRUCTION.
<br />D THE ANNULAR SPACE OF PENETRATIONS OF METAL PIPING OR TUBING WITH A MAX 6" DIA. THROUGH HORIZONTAL ASSEMBLIES SHALL BE
<br />PROTECTED PER CODE OR BY AN APPROVED FIRESTOP SYSTEM,
<br />E FIRESTOP SYSTEM PENETRATIONS THROUGH WALLS SHALL HAVE'P RATINGS MATCHING THE WALL BEING PENETRATED,
<br />F FIRESTOP SYSTEM PENETRATIONS THROUGH HORIZONTAL ASSEMBLIES SHALL HAVE'F' &'T' RATINGS MATCHING THE FLOOR BEING
<br />PENETRATED, EXCEPT THAT T-RATINGS ARE NOT REQUIRED WHERE THE PENETRATIONS OCCUR WITHIN THE CAVITIES OF WALLS PER CODE.
<br />G COPIES OF ALL REFERENCED FIRE -RATED DESIGNS HAVE BEEN INCLUDED IN THE PROJECT MANUAL SPECIFICATIONS.
<br />H FOR NEW BUILDINGS THREE STORIES OR GREATER IN HEIGHT, THE FOLLOWING QUALITY ASSURANCE PROGRAM FOR FIRE -STOP SYSTEMS,
<br />PENETRATIONS AND JOINTS SHALL BE PROVIDED BY THE OWNER: INSPECTIONS OF INSTALLED FIRE -STOP SYSTEMS SHALL BE PERFORMED BY
<br />A THIRD PARTY INSPECTOR IN ACCORDANCE WITH NFPA-1-2012 FIRE CODE SECTION 12.3.2, PER ASTM E 2174 AND E 2393 AS APPLICABLE, IN
<br />ACCORDANCE WITH AHJ REQUIREMENTS. THE THIRD PARTY INSPECTOR WILL BE CONTRACTED BY THE OWNER. REFER ALSO TO
<br />SPECIFICATIONS DIVISION 07, PENETRATION FIRESTOPPING.
<br />I RESILIENT CHANNEL (RC) INSTALLATION: FOR ALL WALLS SCHEDULED WITH RC, INSTALL HORIZONTALLY AT 24" OC MAX, 4"-6" FROM CEILING
<br />AND 2" FROM BOTTOM, AND AS REQUIRED TO SUPPORT CABINETS, ALWAYS WITH OPEN LEG POINTING UP. NEST/OVERLAP CHANNEL ENDS 4".
<br />FOR ALL CEILINGS SCHEDULED WITH RC, INSTALL PER TESTED ASSEMBLY REFERENCED, PROVIDE A 1/4"-1/2" GAP BETWEEN THE ENDS OF ALL
<br />RC AND ADJACENT CONSTRUCTION. SCREWS USED TO ATTACH GYP BD TO RC SHALL NOT DIRECTLY CONTACT FRAMING/STRUCTURE.
<br />J ACOUSTICAL SEALANT: APPLY CONTINUOUS BEAD OF ACOUSTICAL SEALANT (1/4"-1/2") APPROVED FOR USE IN FIRE -RATED ASSEMBLIES AS
<br />NOTED BELOW AS A CRITICAL COMPONENT OF ACHIEVING A MINIMUM SOUND RATING OF STC & IIC 50 PER FBC/IBC CHAPTER 12:
<br />• WITHIN ALL DWELLING UNITS ABOVE THE GROUND FLOOR, APPLY ACOUSTICAL SEALANT AT THE BOTTOM OF GYP BD SHEATHING INSTALLED
<br />ON INTERIOR WALLS, TENANT WALLS, AND WALLS SEPARATING UNITS FROM COMMON AREAS, CORRIDORS AND/OR BREEZEWAYS.
<br />• WITHIN ALL DWELLING UNITS, APPLY ACOUSTICAL SEALANT AROUND THE PERIMETER OF ALL MEMBRANE PENETRATIONS OF GYP BD WALL
<br />AND CEILING SHEATHING INSTALLED ON TENANT WALLS, WALLS SEPARATING UNITS FROM COMMON AREAS, CORRIDORS AND/OR
<br />BREEZEWAYS, AND AT FLOOR -CEILING ASSEMBLIES, SUCH MEMBRANE PENETRANTS INCLUDE ELECTRICAL BOXES (FOR SWITCHES,
<br />OUTLETS, LIGHT FIXTURES AND CEILING FANS), MECHANICAL DUCTWORK / BOXES, SPRINKLER HEADS, ETC.
<br />K REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO LUMBER SIZE/GRADE/SPACING,
<br />ATTACHMENT, ADDITIONAL ENGINEERED WOOD SHEATHING REQUIRED TO DEVELOP SHEAR, SCHEDULES FOR
<br />COLUMNS/POST/HEADERS/LINTELS AND OTHER REQUIREMENTS.
<br />RATED ASSEMBLY CALCULATIONS (AS REFERENCED)
<br />WOOD WALLS (FROM FIRE SIDE) PER FBC 722.6: FIRE RATING AT CMU WALLS PER FBC 722,3.2:
<br />RATING RATING
<br />MATERIAL (MINUTES) AGGREGATE & MIN EQUIV THICKNESS (HOURS)
<br />WOOD STUDS AT 16" OC MAX 20 LIMESTONE AT 2,7" OR SILICEOUS AT 2.8" 1
<br />(1) LAYER 5l8" FIRE -RATED 40 LIMESTONE AT 4.0" OR SILICEOUS AT 4.2" 2
<br />TYPE X GYP BD
<br />TOTAL TIME 60
<br />AT CIP CONCRETE PER FBC 722.2: J AT CIP COLUMNS PER FBC 722.2.4: 1 CMU COLUMNS PER 722.3.5
<br />MIN THICKNESS
<br />SLAB/WALL
<br />TYPICAL
<br />(WORST -CASE
<br />RATING
<br />MIN
<br />RATING
<br />DIMENSION
<br />RATING
<br />AGGREGATE)
<br />(HOURS)
<br />DIMENSION
<br />(HOURS)
<br />(MIN SIDE)
<br />(HOURS)
<br />3.5"
<br />1
<br />8"
<br />1
<br />8"
<br />1
<br />5.0"
<br />2
<br />10" (OR 8" X 36" MIN)
<br />2
<br />10"
<br />2
<br />6.25"
<br />3
<br />12" (OR 8" X 36" MIN)
<br />3
<br />12"
<br />3
<br />7.0"
<br />4
<br />14" (OR 10" X 36" MIN)
<br />4
<br />160+
<br />4
<br />ASSEMBLY TAG
<br />ASSEMBLY TYPE
<br />W WALL
<br />F - FLOOR
<br />R = ROOF
<br />ASSEMBLY MATERIAL
<br />W - WOOD
<br />C - CONCRETE
<br />.# S - STEEL
<br />ASSEMBLY NUMBER
<br />INSULATION
<br />DESIGN INSULATION MIN VALUES
<br />FOR ASSEMBLIES SCHEDULED
<br />WITH INSULATION, TYPICAUUNO:
<br />R-11 MIN AT TENANT SEPARATION
<br />R-13 AT 2x4 STUD FRAMING
<br />R-19 AT 2x6 STUD FRAMING
<br />R-30 AT ATTIC
<br />2
<br />M
<br />V
<br />c
<br />2
<br />FO UM 0
<br />ARCHITECTURE &
<br />INTERIOR DESIGN, INC.
<br />237 S. Westmonte Drive, Suite 220
<br />Altamonte Springs, FL 32714
<br />407.830.1400
<br />AR97193
<br />www.forumarchitecture.com
<br />Zephyr
<br />Commons
<br />Apartments
<br />City of Zephyrhills, FL
<br />02/17/2022
<br />Karen V McIntyre
<br />AR0017018
<br />SET DISTRIBUTIONS:
<br />11/24/21 100% DD Set
<br />12/23/21 Owner Review Set
<br />02117/22 Permit Set _ --
<br />A SHEET REVISIONS:
<br />PROJECT NO, 4097
<br />Aaprtments -
<br />Construction &
<br />Referenced
<br />Assemblies
<br />Al .05
<br />
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