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<br />BXUV.U903
<br />Fire Resistance Ratings - ANSI/UL 263
<br />Design /System/Construction /Assembly Usage disclaimer
<br />e Authorities Having Jurisdictionshould be consulted in all cases as to the particular requirements covering the installation and use of UL
<br />Listed or Classified products, equipment, system. devices, and materials,
<br />• Authorities Having Jurisdiction should be consulted before construction,
<br />• Fire resistance assemblies and products are developed by the design submitter and have been investigated by ULfor compliance with
<br />applicable requriaments The published information cannot always address avery construction nuanceencountered in thef ell,
<br />• When field issues arise; it is recommended the first contact for'assistance be the technical service staff provided by the product
<br />t Guide Information for each
<br />manufactureY noted for the design, Users of fire resistance assemblies are advised to consult he general d nfio n
<br />product category and each group. dassemblies,' he Guide_ Information includes specifics concerning alternate materials and alternate
<br />methods of construction,
<br />• only products which bear UL's Mark are considered as Classified, listed, or'Recognized.
<br />Fire Resistance Ratings - ANSIJUL 263
<br />See General Information for Fire Resistance Ratings - AN SVUL 263
<br />Design No. U905
<br />March 17, 2004
<br />Bearing Wall Rating - 2 FIR.
<br />NonbeadrigWail Rating - 2 MR
<br />Load Restricted' for Canadian Applications - 5ae Gulds BAUV7
<br />',Ir-- 4 4�•---,:,� ; i :: 4 ° 1 7 7•;r MIN.
<br />-All
<br />4 Nlyly IIOtiZorni €t'on
<br />1. Concrate BladA* - various designs, Classification D-2 (2 hr),
<br />See Conenate Blacks -category for list'4 eligible manufacturers.
<br />2. Mortar Blocks laid in full bed of mortar; nom, 31S in, thick,:oE not less than 2-114 and not.ri-lore than 3-1/2 parts of
<br />clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by
<br />cement vglurni Vertical joints staggered:
<br />3. Portland Cement SfuwA or Gypsum Plastar - Add _1/2 hr to classification if used, Where combustible members.are
<br />framed 7n w a#' plaster or stucco .must be applied .on the.face opposite framing to achieve a max, Classification of 14/2 hr.
<br />Attached to concrete blocks (Item 1).
<br />4. Loose Masonry FBI - If Ali cote spaces arelled with loose Ldry expanded slag, expanded clay or shale (Rotary Kiln
<br />process), w Ater repellant vermiculite masonry fill insulation, or siliconetreated perlite loose fill insulation -add 2 hr to
<br />classification,
<br />S. Foamed Plastic* - (Optional -Not Shown) - 1-1/2 in. thid< max, 4 ft wide sheathing attached to concrete blocks (Item
<br />),
<br />THE DOW CHEMICAL CO - Type Thermax
<br />*Bearing the UL Classification Mark
<br />Last Updated on 2004-03-17
<br />CgpyrlOht Q 2010 Underwriters Laboratories Inc.0
<br />The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured
<br />under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up
<br />Service. Always look for the Mark on the product.
<br />UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions; 1. The Guide
<br />anner, without an manipulation of the
<br />Information, Designs and/or Listings (tiles) must be presented in their entirety and In a non -misleading m y pu,
<br />data (or drawings). 2, The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must
<br />appear adjacent to the extracted material, In addition, the reprinted material must include a copyright notice in the following format; "Copyright C
<br />2010 Underwriters Laboratories Inc.@"
<br />An independent organization working lot a safer world with integrity, preCiSlon and knowledge.
<br />1
<br />,
<br />GA FILE NO. ASW 1002 1 I PROPRIETARY- 1
<br />GYPSUM PANEL PRODUCTS, STEEL H STUDS
<br />Two layers 1" x 24" proprietary type X gypsum panels inserted between floor and ceiling
<br />runners With steel H stud between adjacent pairs of gypsum panels. (NLB)
<br />A 3/4" minimum air space must be maintained between steel components and adjacent
<br />framing (as indicated by dashed lines in sketch). As an alternate to an air space, the
<br />steel components are covered with 6" wide battens of 1/2" type X gypsum wallboard or
<br />full sheets of 1/2" type X gypsum wallboard screw attached to the steel components.
<br />Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each side of
<br />assembly and 31/2" glass fiber in stud space on both sides.
<br />PROPRIETARY GYPSUM PANEL PRODUCT
<br />Georgia-Pacific Gypsum LLC - 1" DensGlass® Ultra Sha8linerl
<br />2 HOUR I I 60 to 64 STC
<br />FIRE SOUND
<br />f
<br />o J
<br />i
<br />- -
<br />4
<br />Thickness:
<br />311e (Fire)
<br />113/4" (Sound)
<br />Approx. Weight:
<br />9.5 psf
<br />Fire Test:
<br />WHI 495-1290, 11-15-94;
<br />ITS Design GP/WA 120-04;
<br />WHI 495-1295, 3-15-95;
<br />WHI 495-0743 & 0744,
<br />1-28 & 30-86;
<br />UL R2717, 04NK03115,
<br />8-18-04, UL Design U373
<br />Sound Test:
<br />Based on RAL TL89-383,
<br />11-10-89
<br />BXUV.Ui301 Fire Resistabce Ratings -ANSMM 263
<br />BXUV.U3D1
<br />Fire Resistance Ratings -ANSI/UL 263
<br />Page 1 of 4
<br />Design f System/Construction/Assembly Usage Disclaimer
<br />• Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL
<br />Listed or.dassified products,. equipment, system, devices, and materials.
<br />;Authorities Having Jurisdiction should be consulted before construction,
<br />• Fire resistance: asser blie"s and products are developed by the design submitber and have been investigated by UL for con-pliance with
<br />applicable requirements.. The published information cannot always address every construction nuance encountered in the field,
<br />• When field issues arise, it is recomriianded the first coritact.for assistance be the technical service staff provided by the product
<br />manufacturer -noted for the design. Users offireresistance assemblies are advised to consult the general Guide Information for each
<br />product category and each group of assem6hes. The Guide Ihforrriation includes specifics concerning alternate materials and alternate
<br />methods of constructiont,
<br />e Only products which bear UL's Mark areconsidered as Classified, Listed, ,or Recognized,
<br />Fire Resistance Ratings - ANSI/UL 263
<br />See General Information for Fire Resistance Ratings- ANSIlUL263
<br />Deabirt No. U301
<br />June 30, 2OW
<br />SaWhig Wall Ralf„g - 2 MR.
<br />Finish Rating - 58. Min.
<br />Lead Rostrictiad for Canadian Altpikations - See Guide §XUV7
<br />16A -
<br />0.C. � i6" D.C.
<br />i
<br />1. Nailhlaletfat- Exposed or covered withjoint compound
<br />2, Joints - Exposed joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted
<br />when square edge boards Are used, As an Alternate, nor 3/32 in, thick gypsum veneer plaster may be applied to the entire
<br />surface of Classified veneer baseboard with the joints reinforced with paper tape,.
<br />3. Nallils - bd Cement coated nails 1-1/8 In, long, 0,0915 in, shank diam, 1/4 IN diem heads, and ad cement coated nails
<br />2-318 IN lend, 01113 IN shank diam; 9/32 in, diam heads.
<br />4. Gypsum Beard - * - Ve in, thick, tw o layers applied either horizontally or vertically. Inner layer attached to studs
<br />with thel-7/6 in, naps spaced 6 in. OC outer layer attached to studs over Inner layer with the 243/8 in, long nails spaced
<br />8 in, OC. Vertical joints located over Auds.All joints in face layers staggered with joints in base layers. Joints of each base
<br />layer offset with jointsof base layer on opposite side.
<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 />WOOD TRUSS
<br />PRE-ENGINEERED ROOF .
<br />TRUSSES AT 24" O.C. MAX
<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 -
<br />DIA. x 1 3l4" TA �y y
<br />TAPCOCONS AT 16"
<br />O.C. FIRE CAULK
<br />RUNNER TO BLOCK
<br />WALL EACH SIDE
<br />BETWEEN TRUSSES
<br />(2) LAYERS OF 5W
<br />TYPE-X GYP. SD. ON
<br />BOTH SIDES
<br />TOP OF PLATE
<br />FIRE CAULK EDGES
<br />AT EACH SIDE
<br />TYPE-S" MORTAR
<br />(TYP )
<br />DBL. Ix PT NAILER
<br />i"•
<br />10GYP. wB. 8'CONC. BLOCK
<br />CLASSIFICATION D-2
<br />AS PER UL UW5(TYP.)
<br />r2i_'� 2 Hour Fire Rated Wall
<br />SCALE: 3/4"=1'-0"
<br />NOTES:
<br />1. SEPARATION WALL IN THE ATTIC SPACE
<br />PROVIDES 244RS. PROTECTION PER
<br />UL-U301.
<br />2. MASONRY WALL PROVIDES 2-HRS
<br />PROTECTION PER UL-U805,
<br />3. REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
<br />H-STUD
<br />OPTIONAL 6" WIDE BOARD BATTEN STRIPS
<br />TO ELIMINATE 3/4" AIR SPACE. SEE
<br />MANUFACT. SPECS. FOR INSTALLATION,
<br />DENSGLASS ULTRA SHAFT LINER
<br />3/4" MIN. AIR SPACE
<br />ATTIC DETAIL - ADJACENT TO TRUSSES
<br />GA ASW 1002 SCALE: 3/4"=V-0"
<br />20 BLOCKING @ 48" O.C. MAX. W/
<br />(2)16d TOE NAILS @ EACH END & 0 LB FELT (SHINGLES)
<br />GLUED TO ROOF SHEATHING
<br />IRE RESISTANT OSB 7/16"
<br />2" CLG. RUNNER FIRE CAULK
<br />SHEATHING 4' ON EA. SIDE
<br />RUNNER TO SHEATHING
<br />OF WALL NOT STAGGERED
<br />ABOVE AT EACH SIDE
<br />OVER PARTY WALL
<br />2x4 LEDGER @ 48" O.C.
<br />MAX VERTICALLY NAILED
<br />r-,d
<br />TO TRUSS WEBS WI (2)
<br />(TYP.)
<br />NU 1 tJ:
<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 />3. R-3 MIN INSULATION PER
<br />FBRC (2017 ED) N1102.ABC1.1
<br />2 HR BLOCK D-2
<br />8" CMU WALL W/ #5 BARS
<br />VERT. @ 6'-8" O.C. MAX.
<br />MINIMUM REINFORCING
<br />LAP = 30"
<br />NO PLUMBING, MECHANICAL
<br />EQUIPMENT, DUCTS OR VENTS
<br />TO PENETRATE PARTY WALL
<br />GRADE BEAM FOUNDATION
<br />TO BE 5" CONCRETE SLAB.
<br />STANDARD FOUNDATION TO
<br />BE 4" CONCRETE SLAB. SEE
<br />PLAN FOR MORE INFO.
<br />EXTEND BURN CLIPS AS PER
<br />FIRE WALL MFG.
<br />R30 INSUL. MIN. SPECIFICATIONS NAILED INTO
<br />2x4 LEDGER ONLY AT EACH
<br />SIDE OF STEEL "H" S STUD.
<br />\-GYP. BD. @ CEILING
<br />- SINGLE COURSE 8" K.O. BILK
<br />TIE BM. W/ (1) #5 BAR CONT.
<br />- LINTEL SCREEN
<br />112" GYP. BD. ON DBL 1x2
<br />FURRING (1 1/2" THK.) VERT.
<br />@ 24" O.C. W/ MIN. R4.2 FOIL
<br />BACKED INSUL. BETWEEN
<br />EACH SIDE
<br />MASONRY PARTY WALL
<br />(SEE UL DESIGN NO. U905)
<br />FIN. FLR.
<br />r ;° ram;° r,
<br />•,
<br />�f~ �K•
<br />_•
<br />CLEANED COMPACTED
<br />";
<br />& TERMITE TREATED FILL
<br />r r• r�.�
<br />V-8" x V-8" CONC. FTG.
<br />V-8-
<br />FOR GRADE BEAM
<br />W/ (3) #5 BARS. CONT.
<br />,� ---�'
<br />FOUNDATION ONLY:
<br />ADD (1) #5 BAR @ TOP &
<br />HAVE #3 TIES @ 48" O.C.
<br />1
<br />TYPICAL 1 STORY 2-HR.
<br />FIRE RATED PARTY WALL -
<br />SCALE: 1 /2"=V-0"
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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 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: 22-01577-01572
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />FP-1
<br />
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