|
NON —VENTING SOFFIT
<br />NON —VENTING SOFFIT
<br />Kill'-%K1 X1=K1_r1K1f1% OrNE717`1
<br />Klf'%Kl X/rK1-r1K1n 01""NITMI
<br />ZONE-2
<br />ATTIC SPACE
<br />110 SQ FT.
<br />ATTIC SPACE
<br />NON —VENTING SOFFIT
<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 />WALLBD. LINER PANELS
<br />OF 2-HR. WALL INTO
<br />SOFFIT AREA
<br />2 Hour Fire Resistant Soffit
<br />SCALE: 3/4"=1`4'
<br />FIRE CAULK EDGES
<br />AT EACH SIDE
<br />DBL. 1x PT NAILER
<br />ration 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 CONTAC
<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 />rk 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 />DeSign MO. U905
<br />Aphl 09,2018
<br />soarl"a wall Rating - 2MIL
<br />NahboarbiG Wall Rating - 2 MR
<br />This design was evaluated malog a lead design inathad other *an the Lknk StalSS D"100 Method (ea., Working Stffl" D110111911
<br />Method). Parlurladlictians; aunplayling the Llinit Stat" Design Method, "oh as Canada, a lead restriction, facmirsholl be wood - sma
<br />quidaJimorlism
<br />Indicatassarch prinduMahall bear the UL or CUL Clertillicallian Morkilar lurbialictlarislairipwirl"a the UL arcUL Ciartliketican (duch
<br />as Call-lia), roapactivally.
<br />77
<br />�.0
<br />if
<br />P.
<br />horizont0i Section
<br />1. CArIA -St� BIWJS* Various designs. classification 0-2 (2 hr).
<br />Sea Cancimile Slacka category for list or eligible rnaniufadurarr.
<br />2. Harter � Blocks laid In full bed or matter, norn. 3/8 In. thick, of not lose than 2-1/4 and not more then 3-1/2 parts of
<br />clean sharp sand to L p ;,t Portland comen (proportioned by volume) and not more than 50 percent hydrated lime (by
<br />cement volume). Vertic: Jointm staggemV
<br />3. Portland Cement Stocco or Gypsum Plaster - Add 1/2 hr to classification If used. Where combustible members am
<br />firarriod in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. classification of 1-1/2 hr.
<br />Attached to concrete block% (Item 1),
<br />4. Loome Plamonq Fill - Ifall core spaces am Riled with loose dry expanded slag, expanded clay or shale (Rotary Kiln
<br />Process), wats, repellant vermiculite masonry Ril insulation, or silicone treated perlits, loose fill insulation add 2 hr to
<br />cl ... Ii
<br />9. Foamod Plaretk� - (Optional -Not shown) - I-L/2 In. thick max, 4 ft wide sheathing attached to concrete blacks
<br />(Item 1)
<br />ATLAS ROOFING CORP - TnergyShleld Pro Wall Insulation", �llnergyShletd Pro 2 Wall lnsulatkrn`i� PiratigyShleld OGF
<br />Pro and Snergy5rileld Fly Pro
<br />CARLISLE COATINGS & WATERPROOFING INC - Type R24 SHFATHF
<br />FIRESTONE BUILDING PRODUCTS CO L L C - 'Tnverqe� Ct Fall Exterior, Wall Insulation" and "Enveige"' CI Glass
<br />Exterior Wall insulation'
<br />HUNTER PANELS - Types Xcl�Clesa A, Ycl 286
<br />RNAX OPERATING L L C - 'ISX-11IS00', "TSX-OSIO', 'The rmas heath -XP', 'SCOMAXW, 'Mairmagheirth -3',
<br />'DUrasheath-11"
<br />THE DOW CHEMICAL CO - Types Thermax Sheathing, Ther.ax Ught Duty Insulation, Thernax Heavy Duty Insulation,
<br />Thermax Metal Building Boani, Thermos. WhIrtm, Finish Insulation, Thermax ci Exterior Insulation, 7hermax XARMOR ci
<br />Exterior I mulation, Thermax IH Insulation, Thermax Plus Liner Pawl, Thermax Heavy Duty Plus (HDP) and TUFF.R" ci
<br />Insulation
<br />Sok Building Usits - As an alternate to litim. 5, min. I -in thick polVisocyanurate composite foamed plastic Insulation
<br />boards, nom. 48 by 48 or 06 In,
<br />RNAX OPERATING L L C - 'rhormasheirth-SI", "ECOBASEct',
<br />Indicates sech prodacts shall bear the UL or call. Cardficathis Mark for Jurhadictione am playing the UL or cUL certification
<br />(each as Come do), respefthrely.
<br />Last Uodated on 2018-04-09
<br />GA FILE NO. ASW o9lo I PROPRIETARY*
<br />GYPSUM PANEL PRODUCTS, STEEL H STUDS
<br />Two layers 1� X 24" proprietary type X gypsum panels inserted between floor and
<br />ceiling runners with stool H stud between adjacent pairs of gypsum panels,
<br />JNLB)
<br />A 314" minimum air space must be maintained between steel components and
<br />adjacent framing (as Indicated by dashed lines; In sketch). As an alternate to
<br />an air space. the steel components am covered with 6' wide battens of 112"
<br />tYPG X gYPSul1I wellWard or full sheets of 1/2" " X gypsum wginboard
<br />Screw attached to the at" ooriponents.
<br />Sound tested with 2 x 4 stud wall faced with 112' regular gypsum wallboard each
<br />side of assembly ;ind 3-V2" glass fiber in stud space an both sides.
<br />Height limitation 68 feet.
<br />PROPRIETARY GYPSUM PANEL PRODUCT
<br />Georgia-Pacific GYPSUM LLC ................................ ..... 11" DerisGlast;S Shattliner,
<br />2 HOUR 1 65 to 69 STC
<br />FIRE
<br />i SOUND
<br />X
<br />Thickness: 3- It? (Fwe)
<br />11-314"(Sound)
<br />Approx Weight: 9.5 Pat
<br />Fire Test WHI 49&1290,11-15-94;
<br />ITS Design GP&VA 120-()4;
<br />WH14W1295,3-15-95;
<br />WHI 495-0743 & 0744,
<br />1-28 & 30-06:
<br />ITS 310%14CO04M
<br />B-30-08;
<br />ULR2717,04NK03115,
<br />13-18-04. UL Design U373
<br />Sound Test: RALTL10-291,8-31-10
<br />PROTECTION ROOF PLAN - STANDARD
<br />f �SqT D)
<br />SCALE: Y4"=V-0"
<br />C:11`
<br />�w UJ
<br />Ga. C-7
<br />cc C14
<br />.0 Co loic
<br />CZ LA- 0-
<br />cc C2 1-
<br />C,
<br />C,
<br />C-4
<br />GJ
<br />to
<br />:P
<br />Us
<br />to
<br />-.0 11!ip
<br />0'
<br />E
<br />No P
<br />STATE OF
<br />0
<br />0
<br />R
<br />0
<br />%C>
<br />N A L
<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. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
<br />Iss
<br />E 9 cm
<br />co
<br />(R)8 r-
<br />`4 6 F
<br />0
<br />LQ a
<br />.14_1 �; co,
<br />q -,
<br />y) r2 1- W
<br />04 0
<br />cl) 'T
<br />_J LL 'LLU
<br />z
<br />M LL
<br />_J 20
<br />= -9 Y, g i .
<br />Lu
<br />I W
<br />C14
<br />is 9 r__ _J
<br />M
<br />IL
<br />cc 0
<br />cl) Z
<br />a
<br />z
<br />04
<br />I . . <
<br />(D
<br />U)
<br />V)
<br />Z-1
<br />Lit.
<br />4-J
<br />LU
<br />U
<br />0
<br />LLJ
<br />_J
<br />-
<br />I
<br />C)
<br />C_�
<br /><
<br />E
<br />0
<br />*01
<br />0 CL
<br />z0
<br />8 E
<br />ca M
<br />M
<br />*Z
<br />a- z
<br />g t
<br />z
<br />C:
<br />z
<br />W
<br />C2
<br />0z
<br />0 ff
<br />n
<br />01
<br />MJ
<br />8
<br />.2
<br />Cal
<br />T
<br />M
<br />40
<br />0
<br />04
<br />00
<br />C`4
<br />ce>
<br />00
<br />U)
<br />oo
<br />03
<br />00
<br />T_
<br />F—
<br />o
<br />ce)
<br />CN
<br />In
<br />0
<br />C14
<br />0
<br />LO
<br />C:)
<br />5
<br />CN
<br /><
<br />C'4
<br />CF)
<br />ree
<br />0
<br />E
<br />:k�
<br />Time
<br />T_
<br />0
<br />z
<br />E
<br />E
<br />0
<br />M
<br />_J
<br />< 0
<br />_J
<br />JOB
<br />NO: 23-13121-13124
<br />SCALE :
<br />AS NOTED
<br />SHEEr NO.
<br />8.1
<br />
|