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<br />FIRE -RESISTANCE DESIGN
<br />Assembly Usage Disclaimer
<br />BXUV - Fire Resistance Ratings - ANSIIUL 263 Certified for United States
<br />BXUW - Fire Resistance Ratings - CANIULC-S101 Certified for Canada
<br />See General Information for Fire -resistance Ratings - ANSUUL 263 Certified for United States
<br />Design Criteria and Allowable Variances
<br />See General Information for Fire Resistance Ratings - CAN/LILC-S101 Certified for Canada
<br />Design Criteria and Allowable Variances
<br />Design No. U905
<br />June 10, 2019
<br />Bearing Wall Rating - 2 HR
<br />Nonbearing Wall Rating - 2 HR
<br />FIRE -RESISTANCE DESIGN
<br />Assembly Usage Disclaimer
<br />BXUV - Fire Resistance Ratings - ANSIIUL 263 Certified for United States
<br />BXUW - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
<br />See General Information for Fire -resistance Ratings - ANSI/IJL 263 Certified for United States
<br />Design Criteria and Allowable Variances
<br />See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
<br />Design Criteria and Allowable Variances
<br />Design No. U301
<br />September 17, 2019
<br />Bear] ng Wall Rating - 2 Hr.
<br />Finish Rating - 66 Min.
<br />This design was evaluated using a load design method other than the Limit States Design This design was .evaluated using a load design method other than the Limit States Design
<br />Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States
<br />Design Method, such as Canada, a load restriction factor shall be used -See Guide BXUV or Design Method, such as Canada, a load restriction factor shall be used -Sao Guide BXUV or
<br />BXUVT BXUVT
<br />" Indicates such products shall bear the UL or cLlL Certification Mark for Jurisdictions
<br />employing the UL or cUL Certification (such as Canada), respectively.
<br />1 ia[ ' '� 3 11_11 l 'q...-!¢ I'r 7.5IS" mIN.
<br />i I + a.,. i ?,,JamI 1 k 9 '.
<br />t4 71 JY rsartzontvi; Section
<br />4
<br />1. Concrete Blocks' -Various designs. Classification D=2 (2 hr).
<br />See Concrete Blocks category for list of eligible manufacturers.
<br />2. Mortar - Blocks laid in full bed of mortar, nom. 318 in. thick, of not less than 2-1/4
<br />and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement
<br />(proportioned by volume) and not more than 50 percent- hydrated lime (by cement
<br />volume). Vertical joints staggered.
<br />3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification if
<br />used. Wherecombustible members are framed in wall, plaster or stucco must be
<br />applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr.
<br />Attached to concrete blocks (item 1).
<br />4. Loose Masonry Fill - If ail core spaces are filled with loose dry expanded slag,
<br />expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry
<br />fill insulation, or silicone treated perlite Loose fill insulation add 2 hr to. classification.
<br />5. Foamed Plastic"- (Optional -Not Shown) - 1-112 in. thick max, 4 ft wide
<br />sheathing attached to concrete blocks (Item 1).
<br />The appearance of a company's name or product in this database does not in itself assure that
<br />products so identified have been manufactured under UL's Follow -Up Service. Only those products
<br />bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service.
<br />Always look for the Mark on the product.
<br />UL permits the reproduction of the material contained in the Online Certification Directory subject to
<br />the following conditions.- 1- The Guide Information, Assemblies, Constructions, Designs, Systems,
<br />and/or Certifications (files) must be presented in their entirety and in a non -misleading manner,
<br />without any manipulation of the data (or drawings). 2. The statement"Reprinted from the Online
<br />Certifications Directory with permission from UL" must appear adjacent to the extracted material. In
<br />addition, the reprinted material must include a copyright notice in the following format: 'T 2019 UL
<br />LLC".
<br />UL and the UL logo are trademarks of UL LLC 0 2019 All Rights Reserved.
<br />GA FILE NO. ASW 10012 PROPRIiETARY 2 HOUR ilk? !a 64.`STC
<br />FIRE seu NO
<br />9YPSUIN PAN CL P RLIOIJ1111T$, -$TCE L:14 STUDS
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<br />* Indicates suchpiroducts shall bear the UL or cUL Certification Mark for jurisdictions
<br />employing the UL or cUL Certification (such as Canada), respectively.
<br />16 O.C. 16° O.C. ;
<br />1. Nallheads - Exposed or covered with joint compound.
<br />2; Joints - Exposed joints covered With joint compound and paper tape. Joint
<br />compound and paper tape may be omitted when square edge boards are used. As
<br />cliam neaps.
<br />4- Gypsum Board - 5/8 in. thick, two layers applied either horizontally or vertically.
<br />Inner layer attached to studs with the 1-7/8 in. nails spaced 6 in. OC. -Outer layer
<br />attached to studs over inner layer with the 2-318 in. long nails spaced 8 in. OC.
<br />Vertical joints located over studs. All joints in face layers staggered with joints in
<br />base layers. Joints of each base layer offset with joints of base layer on opposite
<br />side.
<br />When used in widths other than 48 in,, gypsum board to be installed horizontally.
<br />Georgia-Pacific Gypsum, LLC
<br />Design No. GP/WA 120-05
<br />Non -Bearing Wall Assembly
<br />Area Separation Wall
<br />ASTM E119
<br />Rating2 hhors--W
<br />1. CERTIFIED MANUFACTURER: Georgia-Pacific
<br />Gypsum, LLC
<br />CERTIFIED PRODUCT: Gypsum Shaftliner
<br />CERTIFIED MODEL: Tough Rock Staftliner or
<br />DensGlass Shaftliner
<br />Gypsum Shaftliner: Two layers 1-in. (25.4 mm)
<br />Tough Rock Staftliner or DensGlass Shaftliner
<br />inserted in H-Studs 24-in. (610 mm) o.c.
<br />2. Gypsum Board: Metal covered using 6-In. (152
<br />rnm) wide %-in. (12.7 mm) DensArmor Plus
<br />Fireguard C Interior Panels or %-in, (12.7 mm)
<br />Tough Rock Fireguard C gypsum board.
<br />3. Steel Studs: W shaped Studs, 1-1/2-in. (38.1
<br />mm) wide x 2-in. (50.8 mm) deep, roll -formed
<br />from minimum 0.018-in, thick galvanized steel.
<br />Cut to length %-in, less than the openings height
<br />and spaced a maximum of 24-in. (610 mm) o.e.
<br />1
<br />1. CONCRETE BLOCKS' • VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR).
<br />SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS.
<br />2. MORTAR . BLOCKS LAID IN FULL BED OF MORTAR, NOM. 318 IN. THICK, OF NOT
<br />LESS THAN 2.1/4 AND NOT MORE THAN 3-12 PARTS OF CLEAN SHARP SAND TO
<br />1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50
<br />PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED.
<br />3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HR TO
<br />CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL,
<br />PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO
<br />ACHIEVE A MAX. CLASSIFICATION OF 1.12 HR. ATTACHED TO CONCRETE BLOCKS
<br />(ITEM 1).
<br />4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY
<br />EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER
<br />REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED
<br />PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION.
<br />5. FOAMED PLASTIC' • (OPTIONAL -NOT SHOWN) . 1-1/2 IN. THICK MAX, 4 FT WIDE
<br />SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1).
<br />THE DOW CHEMICAL CO - TYPE THERMAX
<br />'BEARING THE UL CLASSIFICATION MARK
<br />UL DESIGN NO. U905
<br />WOOD TRUSS
<br />OPT. 6" WIDE BOARD BATTEN
<br />GA ASW 1002
<br />STRIPS TO ELIMINATE 3/4" AIR
<br />2x4 BLOCKING @ 48" O.C. MAX. W/
<br />SPACE. SEE MANUF. SPECS. FOR
<br />(2)16d TOE NAILS @ EACH END -
<br />INSTALLATION
<br />PRE-ENGINEERED ROOF
<br />2"CLG. RUNNER FIRE CAULK
<br />TRUSSES AT 24" O.C. MAX,
<br />RUNNER TO SHEATHING
<br />SEE FRAMING PLAN FOR
<br />ABOVE AT EACH SIDE
<br />TRUSS DESIGN
<br />(2) LAYERS Vx24" PROPRIETARY
<br />TYPE "X" GYP. PANELS INSERTED
<br />BETWEEN 2" FLOOR & CLG. RUNNERS
<br />W/ 2" STEEL H STUDS BETWEEN
<br />ADJACENT PAIRS OF GYP. PANELS.
<br />2" FLOOR RUNNER W/
<br />3/16" DIA. x 1 314"
<br />TAPCONS AT 16" O.C. f
<br />::
<br />FIRE CAULK RUNNER TO
<br />BLOCK WALL EACH SIDE
<br />-
<br />..�
<br />NOTES:.
<br />1. SEPARATION WALL IN THE
<br />ROOF SYSTEM PROVIDES
<br />2-HRS. PROTECTION PER
<br />GA ASW 1002.
<br />2. MASONRY WALL PROVIDES
<br />2-HRS PROTECTION PER
<br />UL-U905
<br />(1) #5 VERT. IN FILLED CELLS (SEE
<br />FOUNDATION PLAN FOR LOCATIONS)
<br />12" CONC. BLOCK (TYP.) PER UL905
<br />1x P.T. BASE NAILER
<br />6x6 W1.4xW1.4 WWF
<br />OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO
<br />ELIMINATE 33" AIR SPACE. SEE MANUFACT.
<br />SPECS. FOR INSTALLATION.
<br />DENSGLASS ULTRA SHAFT LINER
<br />3/4" MIN. AIR SPACE
<br />SCALE: 3/4"-V-0"
<br />30 LB FELT (SHINGLES)
<br />_Z FIRE RESISTANT OSB 7/16"
<br />SHEATHING 4' ON EA. SIDE
<br />OF WALL NOT STAGGERED
<br />OVER PARTY WALL
<br />2x4 LEDGER @ 48" O.C.
<br />- MAX VERTICALLY NAILED
<br />TO TRUSS WEBS WI (2)
<br />8d (TYP.)
<br />EXTEND BURN CLIPS PER FIRE
<br />WALL MFG. SPECIFICATIONS
<br />R30 INSUL. MIN. NAILED INTO 20 LEDGER ONLY
<br />AT EACH SIDE OF STEEL "H"
<br />STUD.
<br />(1) LAYER 1/2" HIGH STRENGTH OR 5/8"
<br />GYP. WB. w/ 1 3/8" DRYWALL NAILS OR
<br />DRYWALL SCREWS 7" O.C. EDGES
<br />\-SIMPSON RBC @ 36" O.C. w/ (6) 10dxl 1/2"
<br />NAILS INTO TRUSS BOTTOM CHORD/SCAB &
<br />(3) 114"4 3/4" TITEN SCREWS INTO MASONRY.
<br />NOTE: RBC CLIPS TO BE INSTALLED PRIOR
<br />TO FURRIING STRIP INSTALLATION
<br />(TYP. ON BOTH G=FACES OF WALL)
<br />�:1x P.T. NAILER INSTALLED AFTER INSTALLING
<br />RBC'S
<br />12"xl7x8'CONC. KNOCKOUT BLK. wl (1) #5
<br />ROD CONT. FILLED w/ GROUT
<br />MIN. INSUL. PER FBC
<br />GYP. WEI.
<br />"S" MORTAR (TYP.)
<br />4"x4" INSPECTION PORT.
<br />AT EACH FILLED CELL
<br />(TYP.)
<br />FIN. FLR.
<br />CLEANED COMPACTED ,' "� " •�
<br />& TERMITE TREATED FILL
<br />1'-8" x 1' 8" CONC. FTG. 1,$„ FOR GRADE BEAM
<br />W/ (3) #5 BARS. CONT. FOUNDATION ONLY:
<br />ADD (1) #5 BAR @ TOP &
<br />HAVE #3 TIES @ 48" O.C.
<br />/ 3 1 TYPICAL 1 STORY 2-HR.
<br />FIRE RATED PARTY WALL
<br />SCALE:12"=1'-0"
<br />A
<br />-_..
<br />EXTEND THE (2) LAYERS -
<br />OF 1" THICK USG GYP. - = -
<br />WALLBD. LINER PANELS
<br />OF 2-HR. WALL INTO
<br />SOFFIT AREA '
<br />PROFILE OF ROOF TRUSS
<br />BEYOND
<br />ROOF SHEATHING TYP.
<br />2x6
<br />SUB -FASCIA
<br />2 Hour Fire Resistant Soffit
<br />SCALE: 3/4"=V-0"
<br />FIRE CAULK EDGES
<br />AT EACH SIDE
<br />DBL. 1x PT NAILER
<br />1/2" GYP. WB
<br />PROVIDE 2x BLOCKING W/ (2) 12d
<br />NAILS EA. END BETWEEN
<br />TRUSSES
<br />4'-0" FROM SEPARATION WALL.
<br />SOLID BLOCKING BETWEEN
<br />TRUSSES TO BOTTOM SIDE OF
<br />PLYWOOD. BLOCK MUST BE
<br />"PITCH CUT' (SEE ELEVATIONS)
<br />TO PROVIDE AS MUCH CONTACT
<br />AS POSSIBLE TO UNDER SIDE
<br />OF ROOF DECK. ALL JOINTS
<br />AROUND BLOCKING MUST BE
<br />CAULKED WITH APPROVED FIRE
<br />CAULKING.
<br />�• ���. ��'�-. TOP OF PLATE
<br />TYPE "S" MORTAR
<br />(TYP.)
<br />8" CONC. BLOCK
<br />CLASSIFICATION D-2
<br />PER UL U905 (TYP.), PER
<br />UL U905, MASONRY WALL
<br />PROVIDES 2-HOUR
<br />J ` PROTECTION
<br />1 Hour Separation_ Wall
<br />SCALE: 3/4"=1'-0"
<br />*REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
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<br />To the best of the Engineers knowledge, information and belies,
<br />the structural plans and speGNcationa contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential
<br />7th Edition. Engineer's signature and seal is only
<br />for
<br />the structural engineering potions of the drawing pages bearing
<br />Engineers
<br />signature and seal.
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<br />NO : 22-05620-05615
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />FP-1
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