|
N CONCRETE MASONRY UNIT WALL ASSEMBLIES
<br />TYPICAL AT EXTERIOR WALLS AT UNCONDITIONED / UNFINISHED SPACE
<br />EXTERIOR FINISH PER ELEVATIONS:
<br />__ A. FIBER CEMENT LAP SIDING, PANEL &TRIM WITH
<br />- r
<br />WATER -RESISTIVE BARRIER (BUILDING WRAP) OVER
<br />2 HOUR RATED
<br />i
<br />i
<br />i
<br />/
<br />%° h:_
<br />PT 1x WOOD FURRING @ 24" OC MAX
<br />PER
<br />FBC TABLE 721.1(2)
<br />MATERIAL 3
<br />i
<br />2 H.R.
<br />_..__
<br />— CMU WALL (CLASS D-2) PER STRUCTURAL DRAWINGS, 8" (MIN)
<br />(WEB THICKNESS
<br />_-
<br />UNO
<br />FOR RATING PER
<br />i
<br />_ -
<br />CALCULATIONS ON
<br />i
<br />-- PAINT FINISH AT EXPOSED SURFACES
<br />x~�
<br />THIS SHEET)
<br />EXT i
<br />INT
<br />TYPICAL AT INTERIOR WALLS
<br />17,
<br />2 HOUR RATED
<br />M
<br />PER
<br />\
<br />FBC TABLE 721.1(2)
<br />PAINT FINISH AT EXPOSED SURFACE AT UNFINISHED SPACE
<br />MATERIAL 3
<br />e,=
<br />— CMU WALL (CLASS D-2) PER STRUCTURAL DRAWINGS, 8" (MIN)
<br />-f -- UNO
<br />(WEB THICKNESS
<br />_ _ PT 2x WOOD FURRING @ 24" OC MAX
<br />FOR RATING PER
<br />--
<br />CALCULATIONS ON
<br />x X,
<br />(1) LAYER 1/2" GYPSUM BOARD
<br />THIS SHEET)
<br />STC 50-52
<br />INT INT
<br />LI�>
<br />INT
<br />PER NCMA TEK
<br />—
<br />13-1 C
<br />STEEL WALL ASSEMBLIES I
<br />5.14
<br />2 HOUR RATED
<br />UNDERWRITER'S
<br />LABORATORY
<br />(UL) DESIGN
<br />U415-B
<br />2 HOUR RATED
<br />UNDERWRITER'S
<br />LABORATORY
<br />(UL) DESIGN
<br />U408
<br />N
<br />u
<br />U
<br />U)
<br />TYPICAL AT SHAFT WALLS
<br />TYPICAL AT NON -BEARING INTERIOR WALLS
<br />(1) LAYER 1" GYPSUM LINER PANEL
<br />STEEL C-H STUDS AT 24" OC MAX WITH CONTINUOUS TRACK AT
<br />TOP AND BOTTOM
<br />(2) LAYERS 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT
<br />GRADE AT NON -CONDITIONED SPACE)
<br />(1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT
<br />GRADE AT NON -CONDITIONED SPACE)
<br />25 GA 3 5/8" LIGHT -GAUGE METAL FRAMING AT 24" OC MAX
<br />(NOT SHOWN) UNFACED BATT INSULATION BETWEEN
<br />CONDITIONED AND NON -CONDITIONED SPACES
<br />(3) LAYERS 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT
<br />GRADE AT NON -CONDITIONED SPACE)
<br />WOOD FRAMED WALL ASSEMBLIES (CONT)
<br />TYPICAL AT INTERIOR
<br />TENANT
<br />SEPARATION
<br />_ _--- - (1) LAYER 5/8 FIRE -RATED TYPE X GYPSUM BOARD (EXT
<br />-
<br />_
<br />f Jam- GRADE AT NON -CONDITIONED SPACE)
<br />1 HOUR RATED
<br />-
<br />CALCULATED
<br />PER
<br />=
<br />1 - -- DOUBLE ROW OF WOOD STUDS AT 16" OC MAX (STAGGERED)
<br />--_ _ PER STRUCTURAL DRAWINGS
<br />_=
<br />_
<br />FBC-B 722.6.2(1) &
<br />FBC-B 722.6.2(2)
<br />-
<br />__ -
<br />` — 1"AIR SPACE
<br />-_
<br />-
<br />_
<br />-= --- _ "
<br />-
<br />— F INSULATION N T "
<br />UNFACED BATT IN 0 0 BOTH SIDES (3 MIN)
<br />(REFER TO
<br />= __-
<br />_---_=
<br />---`-- COMPRESSED UNPAGED GATT INSULATION FIREBLOCKING
<br />CALCULATIONS
<br />_ BETWEEN STUD ROWS AT 10' MAX HORIZONTALLY
<br />ON THIS SHEET)
<br />GARAGE
<br />.. _�
<br />UNIT OR
<br />- _
<br />-
<br />GARAGE,-- (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD
<br />UNIT DR
<br />STC 56
<br />PER TL-93-266
<br />OTHER INT
<br />FIRE SIDE
<br />_-
<br />s.
<br />OTHERINT
<br />FIRE SIDE
<br />TYPICAL AT NON -BEARING
<br />FIRE -RATED ATTIC SEPARATION
<br />— (1) LAYER 5/8" FIRE -RATED TYPE X EXTERIOR GRADE GYPSUM
<br />-__._--_--
<br />BOARD
<br />1 HOUR RATED
<br />-- - WOOD STUDS OR VERTICAL TRUSS MEMBERS AT 16" OC MAX
<br />PER STRUCTURAL DRAWINGS
<br />- �-- (1) LAYER 5/8" FIRE -RATED TYPE X EXTERIOR GRADE GYPSUM
<br />UNDERWRITER'S
<br />BOARD
<br />LABORATORY
<br />(UL) DESIGN
<br />U338
<br />ATTIC
<br />ATTIC
<br />(FIRE SIDE)
<br />FIRE SIDE
<br />TYPICAL AT INTERIOR NON -BEARING NON -RATED WALL
<br />(1) LAYER 112" GYPSUM BOARD (EXT GRADE AT NOW
<br />�__---
<br />CONDITIONED SPACE). OMIT IF WITHIN CAVITY (SUCH AS
<br />NON -RATED CHASE / PILASTER)
<br />NON -RATED
<br />WOOD STUDS AT 24" OC MAX
<br />_ - - — (NOT SHOWN) UNFACED BATT INSULATION BETWEEN
<br />CONDITIONED AND NON -CONDITIONED SPACES
<br />(1) LAYER 112" GYPSUM BOARD (EXT GRADE AT NON-
<br />_ - CONDITIONED SPACE)
<br />NOTE: AT OPEN CAVITY/CHASE CONDITIONS, PROVIDE
<br />CONTINUOUS FIREBLOCKING AT EACH FLOOR AND AT 10' MAX
<br />INT OR
<br />HORIZONTALLY
<br />CAVITY
<br />INT
<br />TYPICAL AT INTERIOR BEARING NON -RATED WALL
<br />- -
<br />(1) LAYER 112" GYPSUM BOARD (EXT GRADE AT NON-
<br />�- CONDITIONED SPACE). OMIT IF WITHIN CAVITY (SUCH AS
<br />~-� - NON -RATED CHASE / PILASTER)
<br />� NON -RATED
<br />--
<br />_ — WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS
<br />(NOT SHOWN) UNFACED BATT INSULATION BETWEEN
<br />_ CONDITIONED AND NON -CONDITIONED SPACES
<br />_ - (1) LAYER 1l2" GYPSUM BOARD (EXT GRADE AT NOW
<br />CONDITIONED SPACE)
<br />NOTE: AT OPEN CAVITY/CHASE CONDITIONS, PROVIDE
<br />CONTINUOUS FIREBLOCKING AT EACH FLOOR AND AT 10' MAX
<br />INT OR
<br />HORIZONTALLY
<br />CAVITY
<br />INT
<br />0 WOOD FRAMED WALL ASSEMBLIES (CONT)
<br />TYPICAL AT EXTERIOR FIRE -RATED WALLS - FINISH BOTH SIDES
<br />NNV 5
<br />EXTERIOR FINISH PER ELEVATIONS OVER WATER -RESISTIVE
<br />BRZWY OR='A BARRIER (BUILDING WRAP):
<br />PATIO/BALCONY y--' A. FIBER CEMENT LAP SIDING, PANEL & TRIM
<br />(FIRE SIDE) /
<br />1 HOUR RATED
<br />CALCULATED
<br />PER
<br />BRZWY OR
<br />FBC-B 722.6.2(1) &
<br />i PATIO/BALCONY
<br />FBC-B 722.6.2(2)
<br />(FIRE SIDE
<br />PROVIDE CONTINUOUS CAVITY FIREBLOCKING PER FLOOR
<br />(REFER TO
<br />i ---�
<br />-: -�---- — (1) LAYER 5/8" FIRE -RATED TYPE X EXTERIOR GRADE OR
<br />CALCULATIONS
<br />-_ T-- - GLASS MAT FACED GYPSUM BOARD
<br />-
<br />ON THIS SHEET)
<br />--__--__-_- � ------- _
<br />�� — WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS
<br />---���
<br />EXT _--
<br />- (1) LAYER 1/2" MIN (NOMINAL) WOOD STRUCTURAL PANEL
<br />EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS
<br />TYPICAL AT EXTERIOR RATED WALLS - FINISH BOTH SIDES
<br /><e>
<br />_..
<br />i
<br />- EXTERIOR FINISH PER ELEVATIONS OVER WATER -RESISTIVE
<br />` f
<br />BARRIER (BUILDING WRAP):
<br />A. FIBER CEMENT LAP SIDING, PANEL & TRIM
<br />1 HOUR RATED
<br />f'
<br />CALCULATED
<br />PER
<br />FBC-B 722.6.2(1) &
<br />FBC-B 722.6.2(2)
<br />- (1) LAYER 5/8" FIRE -RATED TYPE X EXTERIOR GRADE OR
<br />(REFER TO
<br />I
<br />i GLASS MAT FACED GYPSUM BOARD
<br />CALCULATIONS
<br />ON THIS SHEET)
<br />WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS
<br />EXT i
<br />--------------------------
<br />i EXT
<br />TYPICAL AT INTERIOR BEARING OR OTHER FIRE -RATED WALL
<br />4�
<br />-
<br />- (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT
<br />GRADE AT NON -CONDITIONED SPACE)
<br />1 HOUR RATED
<br />�-' `! _ - - `- WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS
<br />— (NOT SHOWN) UNFACED BATT INSULATION BETWEEN
<br />CONDITIONED AND NON -CONDITIONED SPACES
<br />CALCULATED
<br />- _
<br />PER
<br />(1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT
<br />FBC-B 722.6.2(1) &
<br />_ = " GRADE AT NON -CONDITIONED SPACE)
<br />FBC-B 722.6.2(2)
<br />--'
<br />(REFER TO
<br />CALCULATIONS
<br />ON THIS SHEET)
<br />INT
<br />INT
<br />(.FIRE SIDE)
<br />F( IRE SIDE)
<br />TYPICAL AT INTERIOR
<br />NON
<br />-BEARING WALL INTERRUPTING RATED CEILING PER FBC 714.4.2
<br />-- - - (1) LAYER 1/2" MIN TYPE X GYPSUM BOARD (EXT GRADE AT
<br />-
<br />NON -CONDITIONED SPACE). OMIT IF WITHIN CAVITY (SUCH AS
<br />- NON -RATED CHASE / PILASTER)
<br />NON -RATED
<br />_ - WOOD STUDS AT 24" OC MAX WITH DOUBLE TOP PLATE
<br />f (NOT SHOWN) UNFACED BATT INSULATION BETWEEN
<br />J
<br />- CONDITIONED AND NON -CONDITIONED SPACES
<br />(1) LAYER 1/2" MIN TYPE X GYPSUM BOARD (EXT GRADE AT
<br />�~ NON -CONDITIONED SPACE)
<br />NOTE: AT OPEN CAVITY/CHASE CONDITIONS, PROVIDE
<br />CONTINUOUS FIREBLOCKING AT EACH FLOOR AND AT 10' MAX
<br />INT OR
<br />HORIZONTALLY
<br />CAVITY
<br />INT
<br />TYPICAL AT CORRIDOR TO UNIT
<br />(1) LAYER 5/8"FIRE-RATED TYPE X GYPSUM BOARD (EXT
<br />GRADE AT NON -CONDITIONED SPACE
<br />1 HOUR RATED
<br />----
<br />-- — RESILIENT CHANNELS INSTALLED HORIZONTALLY AT 24" OC
<br />_~--
<br />-- MAX
<br />- -
<br />_ - — WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS
<br />UNDERWRITER'S
<br />LABORATORY
<br />i - _
<br />-- - -- R-19 UNFACED BATT INSULATION (COMPRESS INTO 2X4
<br />_:
<br />_ ----_.
<br />(UL) DESIGN
<br />-r - CAVITIES AS APPLICABLE)
<br />U305
<br />�' -
<br />_-=
<br />_ _ - (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD
<br />STC 51------
<br />-----
<br />PER NGC 2011071
<br />--
<br />CORRIDOR
<br />UNIT
<br />_ _.:_
<br />(FIRE SIDES
<br />TYPICAL AT INTERIOR BEARING WALLS - FINISH ONE SIDE
<br />WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS
<br />-----__
<br />/ - BATT INSULATION AT CONDITIONED SPACES
<br />1 HOUR RATED
<br />-_ _
<br />! '— (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD (EXT
<br />GRADE AT NON -CONDITIONED SPACE)
<br />CALCULATED
<br />PER
<br />�J
<br />FBC-B 722.6.2(1) &
<br />FBC-B 722.6.2(2)
<br />-'- -or
<br />-
<br />(REFER TO
<br />CALCULATIONS
<br />ON THIS SHEET)
<br />_ -__
<br />NOTE: AT OPEN CAVITY/CHASE CONDITIONS, PROVIDE
<br />CONTINUOUS FIREBLOCKING AT EACH FLOOR AND AT 10' MAX
<br />_-
<br />INT HORIZONTALLY
<br />CAVITY
<br />-- -
<br />LRE SIDE)
<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'F 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"-112") 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 5/8" FIRE -RATED 40 LIMESTONE AT 4.0" OR SILICEOUS AT 42' 2
<br />TYPE X GYP BD
<br />TOTAL TIME 60
<br />AT CIP CONCRETE PER FBC 722.2: AT CIP COLUMNS PER FBC 722.2.4:
<br />MIN THICKNESS
<br />SLABMALL
<br />(WORST -CASE
<br />RATING
<br />MIN
<br />AGGREGATE)
<br />(HOURS)
<br />DIMENSION
<br />3.5"
<br />1
<br />8"
<br />5.0"
<br />2
<br />10- (OR 8" X 36" MIN)
<br />6,25"
<br />3
<br />12" (OR 8" X 36" MIN)
<br />7.0"
<br />4
<br />14" (OR 10" X 36" MIN)
<br />ASSEMBLY TAG
<br />ASSEMBLY TYPE _
<br />W =
<br />WALL
<br />F =
<br />FLOOR
<br />R =
<br />ROOF
<br />--
<br />ASSEMBLY MATERIAL
<br />W..... =
<br />WOOD _...
<br />C =
<br />CONCRETE
<br />#
<br />S -
<br />STEEL
<br />ASSEMBLY NUMBER
<br />RATING
<br />(HOURS)
<br />0 WOOD FRAMED WALL ASSEMBLIES
<br />1
<br />2
<br />3
<br />d
<br />CMU COLUMNS PER 722.3.5
<br />TYPICAL
<br />DIMENSION
<br />RATING
<br />(MIN SIDE)
<br />(HOURS)
<br />8"
<br />1
<br />10"
<br />2
<br />12"
<br />3
<br />16"+
<br />4
<br />0 INSULATION
<br />DESIGN INSULATION MIN VALUES
<br />FOR ASSEMBLIES SCHEDULED
<br />WITH INSULATION, TYPICAL/UNO:
<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 />TYPICAL AT EXTERIOR BEARING WALLS
<br />.1
<br />-- -
<br />_
<br />_ - EXTERIOR FINISH PER ELEVATIONS OVER WATER -RESISTIVE
<br />__
<br />.-' -
<br />BARRIER (BUILDING WRAP):
<br />--- -
<br />A. FIBER CEMENT LAP SIDING, PANEL & TRIM
<br />1 HOUR RATED
<br />__
<br />B. MANUFACTURED STONE VENEER WITH GROUTED
<br />JOINTS OVER 1/2" MIN CEMENT PLASTER SCRATCH
<br />---
<br />COAT ON METAL LATH WITH PAPER BACKING
<br />CALCULATED
<br />_ -
<br />PER
<br />FBC-B 722.6.2(1) &
<br />FBC-B 722.6.2(2)
<br />(REFER TO
<br />- (1) LAYER 1/2" MIN (NOMINAL) WOOD STRUCTURAL PANEL
<br />CALCULATIONS
<br />\_ EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS
<br />ON THIS SHEET)
<br />i
<br />;::_.
<br />�� ` - °OC MAX PER STRUCTURAL DRAWINGS
<br />WOOD STUDS AT 16
<br />UNFACED BATT INSULATION AT CONDITIONED SPACES
<br />_
<br />INT
<br />EXT
<br />(FIRE SIDE) — (1) LAYER 5/8" FIRE -RATED TYPE X GYPSUM BOARD
<br />TYPICAL AT EXTERIOR FIRE -RATED WALLS - FINISH BOTH SIDES
<br />WW 3
<br />_— „ — EXTERIOR FINISH PER ELEVATIONS OVER WATER -RESISTIVE
<br />BARRIER BUILDING WRAP):
<br />A. FIBER CEMENT LAP SIDING, PANEL & TRIM
<br />1 HOUR RATED
<br />r B. MANUFACTURED STONE VENEER WITH GROUTED
<br />�.
<br />JOINTS OVER 1/2" MIN CEMENT PLASTER SCRATCH
<br />i COAT ON METAL LATH WITH PAPER BACKING
<br />CALCULATED
<br />i
<br />\�
<br />PER
<br />FBC-B 722.6.2(1) &
<br />FBC-B 722.6.2(2)
<br />��
<br />--- (1) LAYER 1/2" MIN (NOMINAL) WOOD STRUCTURAL PANEL
<br />(REFER TO
<br />EXTERIOR SHEATHING PER STRUCTURAL DRAWINGS
<br />CALCULATIONS
<br />�
<br />i
<br />� -
<br />ON THIS SHEET)
<br />i
<br />i \_. WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS
<br />BRZWY OR (1) LAYER 5/8" FIRE -RATED TYPE X EXTERIOR GRADE OR
<br />BALCONY GLASS MAT FACED GYPSUM BOARD
<br />EXT i
<br />ARE SIDE)
<br />3
<br />.0
<br />�FO UM 0
<br />a ARCHITECTURE &
<br />INTERIOR DESIGN, INC.
<br />c
<br />237 S. Westmonte Drive, Suite 22
<br />i
<br />6 Altamonte Springs, FL 3271�
<br />407.830.140
<br />AR9719
<br />u
<br />www.foru march itecture.cor
<br />i
<br />Zephyr
<br />Commons
<br />Apartments
<br />City of Zephyrhills, FL
<br />02/17/2022
<br />3 Karen V McIntyre
<br />SET DISTRIBUTIONS:
<br />_ ___--
<br />11124/21 100% DD Set
<br />L 12/23/21 Owner Review Set
<br />02117/22 Permit Set
<br />Apartments -
<br />Construction &
<br />Referenced
<br />Assemblies
<br />Al .04
<br />
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