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FIRE; -RE i TA'NCE ICE IGN
<br />Assottibly Usage,01$d eimer"
<br />9.Xu.v Me, 'Resistan a Ratings - ANSIML 26-3 et'tifled far United States
<br />BX—UW - Fiira - esitt
<br />Soe General Infprmatieri for Fire -resistance Ratings-- ANSIJUL 2-63 Certified for .United Stag.s.
<br />Design - terla and ,Allowable'Variances
<br />Se en ,,81 Inf6 rriatlori ferFire desistance I eti'rigs - LA l/LJL �.S ' 1 Certif ied ter t r ad
<br />Design Criteria and Allowable Variances
<br />Design No. U1105
<br />JUne
<br />. t�tl: rtar— B#,oaks Lair iii full i d cif°rriort r, nec ' it ire_ thick; pfi nbt'less.tl n 2-'1/4
<br />and not more than �3-112 parts-ef clean sharp sand t0 I part Portland cement
<br />>prOpc�rtlOnddy°rOlume annot miretrifl- percrttydried lirne (by cern-er�t,
<br />iolurhej. Vertical'jQInts,staggered-
<br />3. Portland Cement. Stucco or Gypsum Plaster }add 1127 hr to classification► if
<br />used, where ccrmbtlstltl membes pare frrr)ed irl :Il, piasterQr Stucco gust b
<br />applied on the f oopposite`1` —t,n * to ach'ie'v, a ma . lassificatibb of �I-1.1 hr
<br />Atteihedlt ; On.cr teblQ l (:ltern 1 .
<br />4. L00§eAesal`rlr Fill - If 811 tbrI9 p,C� ark fiil°l��l° rith I rse dl� ex� rld d slab,
<br />expanded. clay or -shale (Notary Kiln Process), 'Water repellant vermicu.lits masonry'
<br />fall iri ulation or s llcel e ire to perlit : f oese •fill in ul anon add 2 hr to- cib~3sificati n
<br />�. Fo atned Plastid— (Opt o' al-N(itSho h)—1`-112 in. thick mak, 4 ft Wide.
<br />sheathing attach.ed to:ton. cret blo l lterrl 1)_
<br />�ahy's netne orproduct in thl$Aato *e does hot' in itself assu'rethe
<br />bee manufactured junder UL's Follow -Up Berke. Only, those, products
<br />Id onSi re I to k�e erCifi .d and Pc�� r0d.Un.ddgr UL`s Fell + l)p rVi e:
<br />t t e rod " do terlal : o taine t n ire Ce i icat'o D" i " ` .subj to
<br />U, pie mtts h r p u n of th ma c rr d rn he O ll rk f I n i t #
<br />th following conditions: 1. Th1,_ t�lde_fnfarmation,. Assembli6s.; Construdtions, D4signs" j-gterns,
<br />andforGerti4catipns (files) must be presentedl.in their emir y and in anon -'misleading manner,
<br />i ifihvut arry niani ulatiort rf th:,e- (fir drat inns)..1 The statement "Reprinted from- the Oritine
<br />Certifications Directory With permiission from. UL" must appear adjacent tothe extracted material. In
<br />addition; there} rimed m€terlal Must include eopyr ght notice in th-e folloU ing f. rmat: " pa 9 UL
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<br />J:Ijd i2 •rigs
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<br />FI ERE SST nr- F.M I ON II
<br />,assembly Usage Disclaimer
<br />I _ N ritk> ds; Exposed er t-overod With :joint cIdrnpouri d:
<br />Georgla-Pacific Gypsum, LLC
<br />Design No. (3P/WA 120-05
<br />Nan-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 />CERT I FIED L To hRock Staftliner or
<br />MODEL: E
<br />DensGiass Shaftliner
<br />Gypsum Shaftiiner: Two (layers 1-in, t25,4 him)
<br />Tough Rack $taftliner or DensGlass Sh'aftliner
<br />inserted in 1-1 tuds 24,4h, (610 item) O'A!;
<br />2, Gypsum Roard: Metal covered usngl6-in, (152
<br />rnrn) wide 'A -in. (12.7 mm) DensArmor Plus
<br />Fireguard C Interior Panels or 16-in, (12.7 mm)
<br />ToughRock Fireguard.,C gypsum board,
<br />i
<br />3" Steel Studs H shaped Studs 1-1/2-in. 38,1
<br />mm) wide x. 2-in, (508 mm) deep, roll formed
<br />from miniMurn 0.01:8-in. thick .galvanized steel,
<br />Cut, to length :-iri.lessthan the openings height
<br />and spaced a maximum of 247in. (610 rnm) ox.
<br />Lk MlEr
<br />off !7
<br />mall VA 1;
<br />1. CONCRETE BLOCKS* - VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR).
<br />SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURER&
<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" AIRSPACE. SEE MANUFACT.
<br />SPECS. FOR INSTALLATION.
<br />H-STUD
<br />1" DENSGLASS ULTRA SHAFT LINER
<br />WOOD TRUSS
<br />314" MIN. AIR SPACE
<br />'ATTIC DETAIL - ADJACENT TO TRUSSES
<br />OPT. 6" WIDE BOARD BATTEN
<br />GA ASW 1002
<br />SCALE: 3/4"=V-0"
<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 />30 LB FELT (SHINGLES)
<br />INSTALLATION
<br />FIRE RESISTANT OSB 7/16"
<br />PRE-ENGINEERED
<br />2" CLG. RUNNER FIRE CAULK
<br />SHEATHING 4' ON EA. SIDE
<br />:ROOF
<br />TRUSSES AT 24" OMAX,
<br />RUNNER TO SHEATHING
<br />OF WALL NOT STAGGERED
<br />SEE FRAMING PLAOR
<br />ABOVE AT EACH SIDE
<br />OVER PARTY WALL
<br />TRUSS DESIGN
<br />2x4 LEDGER @ 48" O.C.
<br />MAX VERTICALLY NAILED
<br />(2) LAYERS 1"x2N' 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 />1:H_
<br />EXTEND BURN CLIPS PER FIRE
<br />ADJACENT PAIRS OF GYP. PANELS.
<br />WALL MFG. SPECIFICATIONS
<br />2" FLOOR RUNNER W/
<br />R30 INSUL. MIN.NAILED LEDGER ONLY
<br />3/16" DIA. x 1 3/4"
<br />AT EACH SIDE OF STEE
<br />TAPCONS AT 16" O.C.
<br />^ ^
<br />STUD.
<br />FIRE CAULK RUNNER TO
<br />BLOCK WALL EACH SIDE
<br />-
<br />(1) LAYER 1/2" HIGH STRENGTH OR 5/8"
<br />NOTES:
<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 />(1) #5 VERT. IN FILLED CELLS (SEE
<br />FOUNDATION PLAN FOR LOCATIONS)
<br />12" CONC. BLOCK (TYP.) PER
<br />Ix P.T. BASE NAILER
<br />6x6 W1.4xW1.4 WWF
<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) 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"x8" CONC. KNOCKOUT BLK. w/ (1) #5
<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 />7. •w. �i r r r
<br />CLEANED COMPACTED -r. •'`
<br />& TERMITE TREATED FILL r r.
<br />1' 8" x 1'-8" CONC. FTG. 1, 8„ FOR GRADE BEAM
<br />W/ (3) #5 BARS. CONT.,
<br />FOUNDATION ONLY:
<br />ADD (1) #5 BAR @ TOP &
<br />HAVE #3 TIES @ 48" O.C.
<br />3 TYPICAL 1 STORY 2-HR.
<br />FIRE RATED PARTY WALL
<br />SCALE: 1/2"=V-0"
<br />m
<br />PROFILE OF ROOF TRUSS
<br />BEYOND
<br />ROOF SHEATHING TYP.
<br />2x6
<br />SUB -FASCIA
<br />LAYERSEXTEND THE (2)
<br />OF C
<br />WALLBD. LINER PANELS
<br />OF 2-HR. WALL INTO
<br />SOFFITAREAMIN
<br />—
<br />C —
<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 engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB NO: 22-08393-08388
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />FP-1
<br />
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