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l3XUV.U903
<br />Fire Resistance Ratings - ANSI/UL 263
<br />Design/System/Construction/Assembly Usage Disclaimer
<br />• Authorities Having .iurisdiction'should be consulted in all cases as to the particular requirements covering the installatlon 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 deal gm subnnitter and have been Investigated by UL for, compliance with
<br />applicable requirements, Tie published Information cannot always address every construction nuance encountered In the fleid,
<br />• When field issues arise; it is recommended the first contact for assistance be the technical service staff provided by the product
<br />manufacturer noted for the design. Users of fire resistance assemblies. are advised to consult the general Guide Information for each
<br />product category and each group of assemblies, The 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 - ANSI/UL 263
<br />Design Mo. us as
<br />March 17, 2OD4
<br />Bearing Wall Racing - 2 MR.
<br />Noribearing wail Rating a MR
<br />Lead Ralstdood tar Canadian Appikatlons - Sae aullds 8XUy7
<br />TT
<br />0 i
<br />�' MIR
<br />4
<br />t r} f ] ifbCl.zootol iiot;
<br />1. Concrete Bladtt* - Various designs, Classification D-2 (2 hr),
<br />Sea Concrete Blades category for list of eligible manufacturers.
<br />2. Madar - Blotks laid in full bad of mortar, nom. 3/8 in. thick, af. not less than 2-1/4 and not more than 3-1/2 parts of
<br />clean sharp sandto 1 part Portland camant.(proportioned by volume) and not more than 50 percent hydrated lime (by
<br />torrent volumes). Vertical joints staggered.
<br />3, Portland Cement Stu= at gypsum Plaster - Add 1/2 hr to classification if used, Wherecombustible members are
<br />framed in all, plaster, or stucco.must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr.
<br />Atached to concreta blotks (Item 1).
<br />4. Lao" Masonry Fill If all core spaces arafiled with looses dry expanded slag, expanded day or shale (Rotary Kiln
<br />Process), w ater repellant uarmiculite masonry fill insulation, or silicone treated perlits loose fill insulation add 2 hr to
<br />classification,
<br />5, Foamed Plastic* - (Optional -Not Shown) - 1-1/2 In, thick Max, 4 ft wide sheathing attached to concrete blocks (Item
<br />1).
<br />THE DOW CHEMICAL CO - Type Thermax
<br />*Bearing the ULClassificationMark
<br />Last Updated on 2004-03-17
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<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 fbr the Mark on the product.
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<br />Information, Designs and/or Listings (files) must be presented in their entirety and In a non -misleading manner, without any manipulation of the
<br />data (or drawings). 2, The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc," must
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<br />2010 Underwriters Laboratories Inc.®"
<br />An independent organization working tot a safer world with inlegilty• precision and knowledge.
<br />�ll
<br />I'
<br />GA FILE NO. ASW 1002 ' 1 PROPRIETARY* I
<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 3112" glass fiber in stud space on both sides.
<br />PROPRIETARY GYPSUM PANEL PRODUCT
<br />Georgia-Pacific Gypsum LLC - 1" DensGlass@ Ultra Shaftlinerl"
<br />2 HOUR I I 60 to 64 STC
<br />FIRE SOUND
<br />(
<br />Thickness:
<br />31W (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 />BXUi1.U301- Fire -Resistance Ratings - ANSMI, 263
<br />BXUV.U301
<br />Fire Resistance Ratings - ANSI/UL 263
<br />Fagc 1 of 4
<br />Design /System/Conistruction/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.Qasafted products,. equipment, system, devices, and materials,
<br />a Authorities Having Ju risdiction should be;consulted before construction,
<br />• Fire resistance asserciblies and products are developed by the design submitte► and have been investigated by UL for compliance with
<br />appllcabl:e raquiremar+ts, The publish ad information cannot always address every construction nuance encountered In the field,
<br />• When field issues arise, it is recommended the first contact for assistance be the tachnical service staff provided by the product
<br />manufacturernoted for the design. Users of fire resistance assemblies are advised to consult the ganoral Guide Information for each
<br />product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate
<br />methods of construction,
<br />e only products which bear' UL's Mark Are considared as Classified, Listed, or Recognized,
<br />Fire Resistance Ratings - ANSI/UL 263
<br />Sae General Information for Fire Resistancg Ratings - AN SI/UL.263
<br />Design Me. U301
<br />June 30, 2010
<br />944604 Wall Raring - 2 MR.
<br />pinia Rating - as Min.
<br />toad Reatrii'sted for Canadian P4*katians - Bee Guido ¢XU_W
<br />1. NgiBleads- Exposed or covered with j.oink.compound
<br />2. 34iritt - 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, nom 3/32 in: thick gypsum veneer plaster may be 'applied to the entire
<br />surface of dasAflod veneer baseboard with thejoints rainforcod with paper tape„
<br />3, Nailit - 6d cement coated nails 1-7/8 in, long, o.o915 in. shank diem, 1/4 in, diem heads, and ad cornant coated nails
<br />2-3/8 in, long, 0,113 in, shank diam; 9/32 in, diam heads.
<br />4, Gypsum Board - * - V8in. thick, two layers applied eitherhorliontally or vertically, inner layer attached to studs
<br />with the 1-7/8 in nails spaced 6 ih, OC Outer layer attached to studs over Inner layer a ith the 2-3/8 in, long nails spaced
<br />8 In, OC. Vertical j o)nts located over studs. All j oints in face layers staggered with joints in base layers. Joints of each base
<br />layer offset w ith joints of base layer on opposite side.
<br />at e/LISEXT/1
<br />.. 0012010
<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 TA (YY y
<br />TAPCOCONSAT i6"
<br />O.C. FIRE CAULK
<br />RUNNER TO BLOCK
<br />WALL EACH SIDE
<br />2a BLOCKING
<br />BETWEEN TRUSSES
<br />(2) LAYERS OF SW
<br />TYPE-X GYP. BD. ON
<br />BOTH SIDES
<br />TOP OF PLATE
<br />T�NYPpES' MORTAR
<br />(rYP.)
<br />r CONIC. BLOCK
<br />CLASSIFICATION 0-2
<br />AS PER UL U906(TYP.)
<br />2 2 Hour Fire Rated Wall
<br />SCALE: 314"-1'-W
<br />NOTES;
<br />1. SEPARATION WALL IN THE ATTIC SPACE
<br />PROVIDES 2-HAS. PROTECTION PER
<br />UL
<br />-U30i
<br />2. MASONRY WALL PROVIDES 2-HRS
<br />PROTECTION PER UL41906.
<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"= 1'4'
<br />2x4 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 />C,
<br />LEDGER @ 48" O.C.
<br />t��r
<br />MAX VERTICALLY NAILED
<br />F
<br />TO TRUSS WEBS W/ (2)
<br />:1
<br />8d (TYP.)
<br />NV I 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. @ 5$" 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 />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" STUD.
<br />\-GYP. BD. @ CEILING
<br />SINGLE COURSE 8" K.O. BLK
<br />TIE BM. W/ (1) #5 BAR CONT.
<br />- LINTEL SCREEN
<br />1l2"GYP. BD. ON DBL 1x2
<br />FURRING (1 1/2" THK.) VERT.
<br />@ 24" O.C. W/ MIN. R-4.2 FOIL
<br />BACKED INSUL. BETWEEN
<br />EACH SIDE
<br />MASONRY PARTY WALL
<br />(SEE UL DESIGN NO. U905)
<br />PLAN FOR MORE INFO. FIN. FLR.
<br />ram, r•, r . �r ram• r•,
<br />CLEANED COMPACTED jw -f ~•
<br />ti
<br />& TERMITE TREATED FILL r "
<br />1'-8" x l'-8" CONC. FTG. ti FOR GRADE BEAM
<br />W/ (3) #5 BARS. CONT. 1 FOUNDATION ONLY:
<br />ADD (1) #5 BAR @ TOP &
<br />�-� HAVE #3 TIES @ 48" O.C.
<br />f 1 TYPICAL 1 STORY 2-HR.
<br />J 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
<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 />Engineers signature and sea].
<br />61
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<br />JOB
<br />NO : 22-01571-01566
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />FP-1
<br />
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