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<br />Assembly Usacib Disclaimer
<br />SXUV - Fire Resistafte Rat 111figs - A►NSIIUL 2, 0 I ertified foils United States
<br />S,XUV7- Fire Resist aitin ULICS 0'1 Coitified1buillanada
<br />See General lnformatio �t for F r -resistance Ratings - l SULIL 2 3 Ce' rtifi d o- United �rited 'Mates:
<br />r i ng A _ �. e for r_
<br />Design (:htena and Allowable Variances
<br />See General informatiori f6r Fire Resistance Ratin s - CANIUL _'Si Of Certified for C riada
<br />Design Criteria and Allowable Variances
<br />Design No. U90 '
<br />June 10, 2019
<br />FIRS-REISISTANCE DEIr►r 11
<br />Assembly Usage Disclaimer
<br />EXU - Fire Resistanipe ratings - ANSIIUL 6 . certified for 'United .Mates
<br />BXUV7 - Fire Resistance Ratings - C NIULC-SI04 "Certifred or + anal
<br />s.i
<br />S66ener Information r e-. esi�t rice Ratings- i�J 11JL ;Ce `ied or Lritea Mate � al Inf met>rr f0 Fir._ r a �' _ �. S rtlf _f rs
<br />Design Criteria and All oWable Mariances
<br />See General Information for Fire
<br />esl t n4e Ratings CUL`-8 I 1 CertifiedfoCanada
<br />Design Criteria and Allo`vra'bIN Variances
<br />Design No. U301
<br />eptember 17, 201
<br />Bearing Wall Rating = 2 IAR.. Bear( ng Wall Ratl rig -- 2 Ht
<br />NolnbearinoWall Rating - 2 Hid Finish bating 66, Min.
<br />This dos( nw evaluated usin alca .desi nrin -method other tho Limit States Design This des( visas valluated using al load design method.ath rthim tho Limit Status CPesi n
<br />g, , ... g. d 9 e g g g 9 ,.. 9.
<br />Method re Method). Forjurisdictions a lcl in .the Limit States
<br />Meths l fe.g:,V'exrkim Stress Deslgr► Mea d . F+ r�urrs ll tic�ns �employlingthe Limit' taste l die. .,.' + Irl ing Stress Design iNe h d , rrtp ~iO I
<br />-, i a 'C Canada, Io restriction factor h ll b -,See Lode BXU or
<br />Design Method,, such as Canada, a lead restrlotrc�n faotoir shall be used fee Culde �U' car Gies gn Meth d, such s a Via, al ad s#nc Icn far r s a � us�eoi e , ul .
<br />BXUV7 BXUV
<br />Ind(. att s such ` ro�ducts shall bear the U or L,Certification Mar four ° isdicticns
<br />o s. p h L olJ�,k Jar ,
<br />employing lIhe UL gar cUL l ertificaticn (such as'Canada) re.spectively
<br />I } � �71 I '"• ��'w �`'� l ``" �•��'�+° l"4��,
<br />172 1 1 r l
<br />I onicrete Blocks* - Various designs. Classification D=2 (.hr)
<br />Cote rete Blocks c-atogory. fdr'i'ist. of eligible"maiuf'acturers.
<br />2. Mortar - Blocks laid in full bid cfi nirtar, non(. 318 in thl,'of not iess.than-III
<br />and notmctba.than -112 parts of clean sharpsand to i part Po land cement
<br />(Drop,ort%oned.by volurne)ant n.ot mire than 5Q percent;hydrated lime (by cement
<br />Yolurr'lO. Vetical joints'st,6 bred.
<br />3. Portland Cement Stucco or Gypsum Plarsier- Add 11'2 hr to classification if
<br />used. VVhQre:combu,st1bJ6 members are framed in WPll, plbster`or rstueoo mist be
<br />appli`od oh the f e ol�'t'site', amiri t0 acl ie�re may. Classification of 121I hrrP
<br />Attached to cerl rete Mocks (item 1)'.
<br />4. Lobs' e.Masbhryfill,- If all ebre spaces ire fillod With loose dly oxp_and e-dr slag,.
<br />expanded clay or shale (Notary KHn Process), water repellant vermiculite masonry
<br />fill it s.ulation, Or silicorie'trjeated perlite: loose fill insulation add 2 hrtct.classific�lti,Qn.
<br />i ,�
<br />5, Foamed- Plastic - (0pti0rial-blot holrvn) - 1-V in. thickrTlax,A ft /too
<br />sheathing attachedto concrete block$ (item 1)'.
<br />The app�edrqhc.eof:a cottiibohq's.narhe or product ih this dbtabasb; does hotin itself assure that
<br />products st- identified have been manufactured (under UL's Follow -,Up Service, c 01v those products
<br />bewaring the UL M1 kshouhd sae. considerod toba� Qertified and.coverad under UL's Fbllaw-Up S�rVice.
<br />Always lookforthe'Markon th6procluict-
<br />UL permits'the reprpduotion of: the m6teridlc'oritbin ed in the Online Certification Directory subjectto
<br />the folloWin.g conditions: 1. The wide Information, Assemblies, Construcftons, Designs,, ,Systems,.
<br />aridlor Certificat,ipns.ifilbsj must be presentedin theirentir v� and in a non-rmislebciing manner
<br />without any manipulation of the, data (`or drewings). 2. The statemei nt "Reprintedfrcim the Online
<br />Certifications Directory with permission from UL" must appear adjacent to the extracted material. in
<br />addition, the reprinted rnbterial must include a ctlpynght notice in the fo114lvVinL3 format: AD +319:.QL
<br />LLC''.
<br />FIR SOU UP
<br />aa
<br />T.ti-, j1 XT s'„ 1' Jk ' ` *d:L ",-v, ,t' �[ .r J.'II' 1,.1 I12 .i =':'tA,, ]�{] lei X(;+r:.'1: 66- d'1'd "I `N
<br />'S I It � :�.i .I..F�,{'.L' '.i �. J{.L':1� k5L'�- L-J61.1{}L.L:�.1` � {I` � 11J'11,,J�J fr' `•t. ;••%I.Lej . .
<br />1JJC I sui srJ.Jt�`1 ;.
<br />''r� a •19 itl.c:.i cxl'7,,clkr 1� 1, `K, 1._,-,C-.c It .'I,.r J1 I � c-u.enrxi u i u `s Jt7L. .`fC
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<br />PR+DROOL-T.rRy,eYP:§uk>!•_FANCL PI�{?b66T-
<br />GW-�y J ?aC t ;tF.J.11 _
<br />V. 1i 4.9A
<br />1.3 :.
<br />ta tie`-.i
<br />T 7931 a.
<br />Indicant s such products .shall bear the UL or cUL Certification Mark r jpri$. iotioln
<br />employing the UL or eUL:` ert ficaltion (such ars.Canad4), reIi ectiv l .
<br />1 _ Nailheads - E po ed gar cowered with oirrt conIpi uhd;.
<br />Georgia-Pacific Gypsum, LLC
<br />Design No. G P/WA 120-05
<br />Non -Bearing Wall Assembly
<br />Area Separation Wall
<br />ASTM E119
<br />F , Ratiing 2 hours... .._.. a
<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 />Tough Rack Staftliner or DensGlass Shaftliner
<br />inserted in H-Studs 2.4-in. (610 mm) o.c.
<br />2, Gypsum Board: Metal covered using 6-in. (152
<br />mm) wide '24n. (12.7 mrri)DensArmor Plus
<br />Fireguard C Interior Panels or YS-in. (12.7 mm).
<br />Tough Rock fireguard C gypsum board.
<br />3. Steel Studs: 'Ht shaped Studs, 1-1/2-rn. (38.1
<br />mm) wide x -2-1n, (50.8 mm) deep, roll -formed
<br />from minimum 0.018-in. thick.galvanized steel.
<br />Cut to length h-in, lessthan the Openings height
<br />and spaced a maximum of 24-in, (610 MM) 0.c
<br />HORI7ONTAI RFCITION
<br />I h 7 5/8" MIN.
<br />33�-
<br />a 1 z
<br />1. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION D-2 (2HR).
<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) - 1-112 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 />1" DENSGLASS ULTRA SHAFT LINER
<br />WOOD TRUSS
<br />3/4" MIN. AIR SPACE
<br />ATTIC DETAIL - ADJACENT Tn TRUSSE
<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 1"x24" 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.
<br />FIRE CAULK RUNNER TO
<br />pp
<br />BLOCK WALL EACH SIDE
<br />.,
<br />NOTES:
<br />1. SEPARATION WALL IN THE
<br />ROOF SYSTEM PROVIDES
<br />2-HRS. PROTECTION PER
<br />GAASW 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 />SCALE: 3/4"=V-0"
<br />30 LB FELT (SHINGLES)
<br />xzFIRE 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 W/ (2)
<br />8d (TYP.)
<br />EXTEND BURN CLIPS PER FIRE
<br />WALL MFG. SPECIFICATIONS
<br />R301NSUL. MIN. NAILED INTO 2x4 LEDGER ONLY
<br />AT EACH SIDE OF STEEL "H"
<br />STUD.
<br />(�YER 112" HIGH STRENGTH OR 5/8"
<br />GYP. WE. w/ 1 3/8" DRYWALL NAILS OR
<br />DRYWALL SCREWS 7" O.C. EDGES
<br />\-SIMPSON RBC @ 36" O.C. w/ (6) 10dx1 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 />-ix P.T. NAILER INSTALLED AFTER INSTALLING
<br />RBC'S
<br />12"x12"4" CONC. KNOCKOUT BILK. w/ (1) 95
<br />ROD CONT. FILLED w/ GROUT
<br />MIN. INSUL. PER FBC
<br />GYP. WB.
<br />TYP. "S" MORTAR (TYP.)
<br />4"x4" INSPECTION PORT.
<br />AT EACH FILLED CELL
<br />(TYP.)
<br />FIN. FLR.
<br />-... Y• sv'e FJe eY.. iY'e'`Y
<br />CLEANED COMPACTED •�. s"
<br />& TERMITE TREATED FILL
<br />1'-8" x V-8" CONC. FTG. 11.81. 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: 1/2"=V-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 />WALLED. LINER PANELS
<br />OF 2-HR. WALL INTO
<br />SOFFIT AREA
<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 Separation Wall
<br />SCALE: 3/4"=1'-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 />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 />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
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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
<br />7th Edition. Engineer's signature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />Engineers
<br />signature and seal.
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<br />NO: 22-09484-09479
<br />SCALE : AS NOTED
<br />SHEET NO.
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