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FIRE -RESISTANCE DESIGN
<br />Assembly Usage Disclaimer
<br />BXUV - Fire Resistance Ratings - ANSIIIUL 263 Certified for United States
<br />I3XUW - Fire Resistance Ratings - CAN/ULC.S1 01 Certified for Canada
<br />See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States
<br />Design Criteria and Allowable V ariances
<br />See Gen oral I nforrinatiorl for Fire Resistance Rati rigs - CAN/ULC�Sioi Certified for Canada
<br />Design Criteria and Allowable Variances
<br />Design No. U905
<br />June 10, 2'01-9
<br />Bearing Wall Rating - 2 HF;L
<br />Noribearing Wall Rating - 2 HR
<br />I FIRE -RESISTANCE DESIGN 11
<br />Assembly Usage Disclaimer
<br />BXUV - Fire Resistance Ratings - ANS1111UL 263 Certified for United States
<br />BXUV7 - Fire Resistance Ratings - CAN/ULC-S1 01 Certifi ed for Canada
<br />See General Information 'for Fire -resistance Ratings - ANSI/UL 268 Certified for United:States
<br />Design Criteria and AIIQyvable Variances
<br />See General Information for Rre Resistance Ratings - CAN/ULC-S101 Certified for Canada
<br />Design Criteria and Allowable 'Variances
<br />Design No. U301
<br />September 17, . 201 1 0
<br />Bear] ng Wal I Ratl ng - 2 He.
<br />Finish Rkin g - 66 Mi n.
<br />This design was evaluated us.ing'g 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 M . dthod). For jurisdictions�employin.othe,LimI t States Method (e.g., WorkingStress Design Method). Foe jurisdictions employing the LimitSiates
<br />Design,Mkhod, such as Canada, a load�rest'ription,fact.or shall be. used. -� tee Guide BXUV or Design Mothod,such as, Canada, a load restriction ftctor shall be used - Se* Guide BXIUV or
<br />BXLIV7 BXUIV7
<br />I ndi categ such p ro.ductg shall I bear the LIL or cIUL Certification Mark for jurisdictions
<br />!employing the LIL or c1UL Cortiftcati on (such as Can I ada), respectivelly
<br />- - --------
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<br />'I.Concrete Bladk-s* - Ypriootdesigns.. Classification (2�hr)_
<br />See Concrete Blocks cataqory.tor-l-ii.-Of Gligibl:6 manufactur ers.
<br />2. Mortar - Blocks laid in full beclof mortar, norr. 3,18 in- thick, of not less,th-an 2-1/4
<br />-and not more,than'3-1/2 parts.of clean sharp sand to 1 . part Portl-and cement
<br />,(pjqp.wioned,by volume) and not more than 5Q. percent- hydrated lime (by cement
<br />Yotu rn6y V6rti'��aj j, ."t r6d�
<br />J,Oin ss.tagge
<br />3. Portland CementStucco or Gypsum Plaster- Add 112 hrto classification if
<br />used, Where.,combustible members arafire d r
<br />�rne in Wall, plaste or ttucco must be
<br />elp 2 hr,
<br />�pfiecl on the face oppo�.ite f r*am[ngto achieve a max. Cfassificaff6h of 1- 11
<br />Attached to concrete blocks (�Item 1).
<br />.4. Loose Masontyfill If all �cbre spxes ariqJillod with loo'50,dry experided slag,
<br />expanded clay or shale (Rotary Ki In Process), water repellant vermiculite, masonry
<br />fill irisu.1ation, or silicbriatreated perlite- I-oose till insul ation add 2 hr to: classificati,:on.
<br />Foamed Plastic* - (60flohal-Not Sh n
<br />. OW �) - 1-112 in. thick max, 4 ft wide
<br />sh.eathin g attach ed to con crete, docks (I tem 1),
<br />Th e appearah ce of a company's n anno or product I n th i5 database does h ot in itself 6sau re th at
<br />products so identified have been manufactured under UL's Follow.Up Service. Only those products
<br />bearing the LIL Mark'should be consideredto be,'CentifiE0. and covered un-der UL's FQ11ow-Up Sjarvice.
<br />Always look fQr-the Mark.on 'the' Product-
<br />UL permits the reproduction �of the material contained �ri the Online Certification Directory subjectto
<br />the following conditions- 1. The Guide Information, Assemblies; Constructi ons, Designs,'Systems,
<br />andlor Certifications (files) must bepresentedin theirentirety and in a non -misleading manner,
<br />without any manipulation of the data (or drawings),. 2. The statement "ReprInted from the Onflne
<br />Certifications Directory with permission from UL" must appear adjacent,to the extracted material, In
<br />addition, thE� re'p�inte.d material must'include'a copyright notice in th,6following form.,at'. "@,20,19 LIL
<br />LLC".
<br />Ul- � nd 6a UL I q go a rO tral 0 arna rks of UL LLCO. 2616 Al I Rig Ns Res,�N6d,
<br />0 A 1p �PfWPRIJETARY- 2 H-O'u R 6,0
<br />No.,MW va. �,�,10'64�StO
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<br />1149
<br />12-14-30 96:
<br />i - K[Temlw;:
<br />Indicates such:products shall bear the UL or cUIL Certification Mark forjurisdictions.
<br />empl oying the UL or clULCertiflcation (such as Canada), respectively.
<br />1 Nallheads - Exposed or.covered with joint compound-
<br />2 Jo I nt s - Exposed j crints covered with joint compou n d an d papertapa. Joint
<br />compou nd and, paW tapo may be ornitted wh en �,squqre,edo , 9 boardsare used. As,
<br />cilam nea . as,
<br />4- Gypsum Board* - 5/8 in. thick, two layers'applied.either horizontally or vertically.
<br />Inner layer attached to studs with the 1-718 in. n-ails spaced 6 in. OC-_ Outer layer
<br />attached to studs.over inner layer with th�-_ long nails spaced 8 in. QC,
<br />6d ithf'"int
<br />Vertical joiritslocatb�d lbVer-stuclt_ All j.6]nts':i,n face layers stodger w o. s in
<br />base layers; Joints of eachbase layer, Offset with joints of base layer on opposite
<br />side.
<br />When used in widths other than 48 in, gypsuh! boarA to be installed horizlMtally.
<br />Georgia-Pacific Gypsum, LLC
<br />Design No. GP/WA 120-05
<br />Non-geating Wall Assembly
<br />Area Separation Wall
<br />ASTM E119
<br />Rating: 2 11hours
<br />1. CERTIFIED MANUFACTURER: Georgia-Pacific
<br />Gypsum, LLC
<br />CERTIFIED PRODUCT: Gypsum Shaftliner
<br />CERTIFIED MODEL: ToughRock Staftliner or
<br />DensGlass Shaftliner
<br />Gypsum Shaftliner: Two layers 1-in. (25.4 mm)
<br />ToughRock Staftliner or DensGlass Shaftliner
<br />inserted in H-Studs 24-in. (610 mm) o.c.
<br />2. Gypsum Board: Meta I covered using 6-i n, (152
<br />mm) wide Y2-in. (12.7 mm) DensArmor Plus
<br />Fireguard C Interior Panels or Yz-in. (12.7 mm)
<br />ToughRock Firegua rd 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 />Cutto length YS-in. lessthan the openings height
<br />and spaced a maximum of 24-in. (610 mm) o.c.
<br />W
<br />=0111
<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 />I H-STUD -\ / I
<br />>< >< >< >< ><��.>< >< ---I NSGLASS ULTRA SHAFT LINER
<br />WOOD TRUSS
<br />I 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" D.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 />2" CLO RUNNER FIR
<br />PRE'ENGINEERED ROOF 2" CLG. RUNNER FIRE CAULK
<br />D ROOF
<br />SHEATHING 4'ON EA. SIDE
<br />TRUSSES AT 24" D.C. MAX, RUNNER TO SHEATHING
<br />0 C AX RUNNER To SHEATF
<br />OF WALL NOT STAGGERED
<br />SEE FRAMING PLAN FOR ABOVE AT EACH SIDE
<br />F R ABOVEAT EACH SI D
<br />0
<br />OVER PARTY WALL
<br />TRUSS DESIGN 7�_
<br />2X4 LEDGER @ 48" O,C.
<br />y
<br />MAX VERTICALLY NAILED
<br />P 0 1
<br />R PR ETARY
<br />(2) LAYERS 1 "x24" PROPRIETARY
<br />X
<br />TO TRUSS WEBS W/ (2)
<br />TYPE "X"GYP. PANELS INSERTED
<br />8d (TYP.)
<br />0 & L S
<br />BETWEEN 2" FLOOR & CLG. RUNNERS
<br />U TW
<br />W/ 2" STEEL H ST UDSBETWEEN
<br />EXTEND BURN CLIPS PER FIRE
<br />ADJACENT PAIRS OF GYP. PANELS.
<br />WALL MFG. SPECIFICATIONS
<br />2" FLOOR RUNNER
<br />R30 INSUL. MIN.
<br />NAILED INTO 2x4 LEDGER ONLY
<br />3/16" DIA. x 13/4"
<br />XI
<br />AT EACH SIDE OF STEEL"H"
<br />TAPCONS AT 1IT'O.C.
<br />k STUD.
<br />F RE CAULK RUNNERTO
<br />_-(1)
<br />- -
<br />BLOCK WALL EACH SIDE
<br />LAYER 1/2" HIGH STRENGTH OR 5/8"
<br />GYP. WB. W/ 13/8" DRYWALL NAILS OR
<br />DRYWALL SCREWS 7" O.C. EDGES
<br />SIMPSON RBC @ 36- O.C. w/ (6) 10dxI 1/2"
<br />NAILS INTO TRUSS BOTTOM CHORDISCAB &
<br />(3) 11/4"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 />RBCS
<br />2-HRS. PROTECTION PER
<br />12"x12"x8" CONC. KNOCKOUT BILK. 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 />(1) #5 VERT. IN FILLED CELLS (SEE ___R-3 MIN. INSUL. PER FBC
<br />FOUNDATION PLAN FOR LOCATIONS) MP�7_11/2" GYP. WB.
<br />12" CONC. BLOCK (TYP.) PER
<br />TYR "S" MORTAR (TYP.)
<br />1x P.T. BASE NAILER
<br />4"x4" INSPECTION PORT.
<br />AT EACH FILLED CELL
<br />6x6 W1.4xW1.4 WWF (TYP.)
<br />FIN. FUR.
<br />CLEANED COMPACTED
<br />& TERMITE TREATED FILL
<br />V-61 x l'-&'CONC. FTG.
<br />GRADEBEAM
<br />W/ (3) #5 BARS. CONT..
<br />FOUNDATION ONLY:
<br />ADD (1) #5 BAR @ TOP &
<br />HAVE #3 TIES @ 48- O.C.
<br />rT)II
<br />TYPICAL 1
<br />STORY 2-HR.
<br />FIRE RATED PARTY WALL
<br />SCALE: 1 /2"= V-0"
<br />7.
<br />7
<br />7-
<br />7��77 7
<br />7
<br />'ZXTEND TAE (2) LATERS a = vl��
<br />OF 1 "THICK USG GYP.
<br />WALLBD. LINER PANELS
<br />OF 2-HR. WALL IN;
<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 />1 Hour Serwation Wall
<br />SCALE: 3/4"=V-0"
<br />*REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
<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 />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 />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 />PROTECTION
<br />C=
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<br />To the best of the Engineers knowledge, information and belief,
<br />the structural
<br />plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential
<br />7th Edition. Engineers signature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages beadng
<br />Engineers
<br />signature and seal._
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<br />SCALE : AS NOTED
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