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1
<br />FIRE -RESISTANCE DESIGN
<br />Assembly Usage Disclaimer
<br />BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States
<br />BXUV? - Fire Resistance Ratings - CAPUULC-S10'I Certified for Canada
<br />See General Information for Fire -resistance Ratings - ANSULIL 263 Certified for United States
<br />Design Criteria and Allowable Variances
<br />See General Information for Fire Resistance Ratings - C'AN/LILC-S101 17ertified for Canada
<br />Design Criteria and Allowable Variances
<br />Design No. U905
<br />June 10, 2019
<br />Bearing Wall Rating - 2 HP,
<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 />BXUV? - Fire Resistance Ratings - CANIULC-S101 Certified for Canada
<br />See General Information for Fire -resistance Ratings - ANSl/IJL 263 Certified for United States
<br />Design Criteria and Allowable Variances
<br />See General Information for Fe Resistance Ratings _ LA�/LL, � 1t1Certified for Canada
<br />ada
<br />Design Criteria and Allowable Variances
<br />Design No. U301
<br />September 17, 2019
<br />Bearing Nall 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- See Guide BXUV or
<br />BXUV? BXUV?
<br />Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions
<br />employing the UL or cUL Certification (such as Canada), respectively.
<br />l �' , f - o ' : , ' ; ► ;' "; I ' , t Y. ltl i L . -1 I 7.518- MIN.
<br />*yyl
<br />hocizrantci section
<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
<br />to classification if
<br />used. Where combustible members are framed in wall, plaster or stucco must be
<br />applied on the face opposite framing to achieve a max. Classification of 1-112 hr.
<br />Attached to concrete blocks (Item 1).
<br />4. Loose Masonry Fill - If all 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* - (Ci ptional-Nat Shown) - 1-1J2 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: "O 2019 UL
<br />LLC".
<br />UL and the UL logo are trademarks of UL LLC @ 2019 All Rights Reserved.
<br />GA FILE NO. AS111irt 1002 FROF RI ETARY `
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<br />PROKILTARY GY`PSLiMA PANEL PROD LICT
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<br />1110]9
<br />" Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions
<br />employing the UL or cUL Certification (such as Canada), respectively.
<br />-- - I6l1 O.C. 16" D. c.
<br />i
<br />1. Nailheads - Exposed or covered with joint compound
<br />2. Joints - Exposed joints covered with joint compound and paper tape_ Joint
<br />compound anal paper tape may be omitted when square edge boards are used. As
<br />cram neaps.
<br />4. Gypsum Board - 518 in. thick, two layers applied either horizontally or vertically.
<br />Inner layer attached to studs with the 1-718 in. nails spaced 6 in. OC. Outer layer
<br />attached to studs over inner layer with the 2-3/8 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 />Rating: 2 hours
<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 />mm) wide Y4-in. (123 mm) DensArmor Plus
<br />Fireguard C Interior Panels or YS-in, (12.7 mm)
<br />Tough Rock Fireguard C gypsum board.
<br />3. Steel Studs: W shaped Studs, 1-1/2-in, (381
<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!6-in. lessthan the openings height
<br />and spaced a maximum of 24-in. (610 mm) o,c.
<br />�t.1�■t.1;=EE,mot
<br />p O
<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. 3/8 IN. THICK, OF NOT
<br />LESS THAN 2-1/4 AND NOT MORE THAN 3.1/2 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 1-1/2 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 />OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO
<br />ELIMINATE 3/4" AIR SPACE. SEE MANUFACT.
<br />SPECS. FOR INSTALLATION.
<br />H-STUD
<br />WOOD TRUSS
<br />1" DENSGLASS ULTRA SHAFT LINER
<br />3/4" MIN. AIR SPACE
<br />'ATTIC DETAIL - ADJACENT TO TRUSSES
<br />OPT. 6" WIDE BOARD BATTEN GA ASW 1002
<br />SCALE: 3/4"=V-0"
<br />STRIPS TO ELIMINATE 3/4" AIR 2x4 BLOCKING @ 48" O.C. MAX. W/
<br />SPACE. SEE MANUF. SPECS. FOR (2) 16d TOE NAILS @ EACH END
<br />30 LB FELT (SHINGLES)
<br />INSTALLATION
<br />FIRE RESISTANT OSB 7/16"
<br />PRE-ENGINEERED ROOF 2" CLG. RUNNER FIRE CAULK
<br />SHEATHING 4' ON EA. SIDE
<br />TRUSSES AT 24" O.C. MAX, RUNNER TO SHEATHINGL
<br />OF WALL NOT STAGGERED
<br />SEE FRAMING PLAN FOR ABOVE AT EACH SIDE
<br />OVER PARTY WALL
<br />TRUSS DESIGN
<br />20 LEDGER @ 48" O.C.
<br />MAX VERTICALLY NAILED
<br />(2) LAYERS 1"x24" PROPRIETARY
<br />TO TRUSS WEBS W/ (2)
<br />TYPE "X" GYP. PANELS INSERTED
<br />8d (TYP.)
<br />BETWEEN 2" FLOOR & CLG. RUNNERS
<br />W/ 2" STEEL H STUDS BETWEEN
<br />:H
<br />ADJACENT PAIRS OF GYP. PANELS.
<br />EXTEND BURN CLIPS PER FIRE
<br />WALL MFG. SPECIFICATIONS
<br />2" FLOOR RUNNER W/
<br />2" FLOORRUNNER
<br />R301NSUL. MIN.
<br />NAILED INTO 2x4 LEDGER ONLY
<br />x 1
<br />AT EACH SIDE OF STEEL "H"
<br />TAPCONS AT 16" O.C.
<br />STUD.
<br />FIRE CAULK RUNNER TO
<br />BLOCK WALL EACH SIDE
<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) 1/4"x2 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 />NOTES:
<br />1. SEPARATION WALL IN THE
<br />1x P.T. NAILER INSTALLED AFTER INSTALLING
<br />ROOF SYSTEM PROVIDES
<br />RBC'S
<br />2-HRS. PROTECTION PER
<br />12"x12"x8" CONC. KNOCKOUT BLK. w/ (1) #5
<br />GA ASW 1002.
<br />ROD CONT. FILLED w/ GROUT
<br />2. MASONRY WALL PROVIDES
<br />2-HRS PROTECTION PER
<br />UL-U905
<br />m
<br />(1) #5 VERT. IN FILLED CELLS (SEE I R-3 MIN. INSUL, PER FBC
<br />FOUNDATION PLAN FOR LOCATIONS)
<br />r7l/2" GYP. WB.
<br />12" CONC. BLOCK (TYP.) PER UL905
<br />TYP. "S" MORTAR (TYP.)
<br />1x P.T. BASE NAILER
<br />6x6 W1.4xW1.4 WWF 4"x4" INSPECTION PORT.
<br />AT EACH FILLED CELL
<br />(TYP.)
<br />FIN. FUR.
<br />CLEANED COMPACTED
<br />& TERMITE TREATED FILL ;
<br />V-8" x T-8" CONC. FTG. I V-W 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 />rT TYPICAL 1 STORY 2-HR.
<br />FIRE RATED PARTY WALL
<br />SCALE: 112"=l'-0"
<br />PROFILE OF ROOF TRUSS
<br />BEYOND
<br />ROOF SHEATHING TYP.
<br />2x6
<br />SUB -FASCIA
<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 />2 Hour Fire Resistant Soffit
<br />SCALE: 3/4"=V-0"
<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 />SEE PLAN
<br />TOP OF PLATE
<br />FIRE CAULK EDGES
<br />AT EACH SIDE /-
<br />TYPE "S" MORTAR
<br />(TYP.)
<br />DBL. 1x PT NAILER
<br />1/2" GYP. WB. 8" CONC. BLOCK
<br />CLASSIFICATION D-2
<br />PER UL U905 (TYP.), PER
<br />UL U905, MASONRY WALL
<br />PROVIDES 2-HOUR
<br />PROTECTION
<br />1 Hour Separation Wall
<br />SCALE: 3/4"= V-0"
<br />*REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO: 22-03326-03321
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />FP-1
<br />
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