|
7�!
<br />C14
<br />rl,j
<br />LO
<br />_T_
<br />c::)
<br />0
<br />L0
<br />C I D
<br />r-
<br />(ZD
<br />r-
<br />1_0
<br />C14
<br />C0
<br />1-
<br />C14
<br />C'4
<br />r-)
<br />Ln
<br />CD
<br />CT)
<br />0
<br />L0
<br />r1_
<br />CD
<br />r-
<br />L0
<br />C14
<br />Z3
<br />Cr
<br />C0
<br />C7�
<br />C'4
<br />C'A
<br />E
<br />U,
<br />W
<br />E
<br />a) I
<br />0
<br />r 7
<br />C'4
<br />CZ)
<br />C14
<br />Ln
<br />CIL-
<br />C*14
<br />C:D
<br />C14
<br />CM
<br />CD
<br />Of
<br />S
<br />5_�
<br />DO
<br />NON-VENTED SOFFIT
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />C-4 M:
<br />C-)
<br />4:12
<br />T
<br />WIC H\
<br />Im.
<br />0
<br />4:12
<br />WIC H
<br />,4:12
<br />�P 11 &C H
<br />FIRE RESISTANT
<br />PLYWOOD LOCATION,
<br />DO NOT BREACH
<br />NON -VENTED SOFFIT
<br />-NON-VENTED SOFFIT
<br />NON -VENTED SOFFIT -
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT-
<br />-NON-VENTED SOFFIT
<br />NON -VENTED SOFFIT-
<br />-NON-VENTED SOFFIT
<br />SEE DETAIL 55/D-1 FOR
<br />SEE DETAIL 55/D-1 FOR
<br />SEE DETAIL 55ID-1 FOR
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />y
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />BLOCKING @ EAVE
<br />k
<br />BLOCKING @ EAVE
<br />I I y
<br />BLOCKING @ EAVE
<br />A
<br />101.
<br />2
<br />F//z
<br />C-i
<br />V/2
<br />2
<br />7//
<br />C4 =
<br />z
<br />2
<br />W�IAZ'
<br />-;I: F-
<br />-'zzr F-
<br />77 U
<br />J` F-
<br />(D
<br />FL
<br />a:
<br />0r,/zt0/A/"
<br />FL
<br />2211/ .4
<br />.4..
<br />C-4
<br />cli
<br />C14
<br />04
<br />'77
<br />U
<br />'77
<br />U
<br />C)
<br />77
<br />U
<br />F--
<br />l_
<br />FL
<br />Ole,
<br />FIRE RESISTANT
<br />FIRE RESISTANT
<br />FIRE RESISTANT
<br />FIRE RESISTANT
<br />- PLYWOOD LOCATION.
<br />PLYWOOD LOCATION.
<br />PLYWOOD LOCATION.
<br />PLYWOOD LOCATION.
<br />DO NOT BREACH
<br />DO NOT BREACH
<br />DO NOT BREACH
<br />DO NOT BREACH
<br />4'OFF RIDGE VENT 4'OFF RIDGE VENT
<br />12
<br />4! OFF RIDGE VENT 4'OFF RIDGE VENT
<br />4 OFF RIDGE VENT 4'OFF RIDGE VENT
<br />4'OFF RIDGE VENT 4'OFF RIDGE VENT
<br />C-4 C4 C-) C14 C-) C14 C-)
<br />r C1_ -1- 0- 0-
<br />S It NIP op
<br />NON -VENTED SOFFIT
<br />ON -VENTED SOFFIT
<br />4:12 00"
<br />1111 CH
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />FIRE RESISTANT
<br />PLYWOOD LOCATION.
<br />DO NOT BREACH
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />4:12
<br />PITCH
<br />NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />4:12
<br />4:12
<br />PITCH
<br />1 2
<br />SEE DETAIL 55/D-1 FOR
<br />I INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />001
<br />4-
<br />1
<br />2
<br />NON -VENTED SOFFIT
<br />SEE DETAIL 55[D-1 FOR
<br />INFORMATION ON FIRE
<br />X BLOCKING @ EAVE
<br />CN
<br />Z4:12
<br />C-)
<br />PITCH
<br />PITC
<br />ft-7
<br />WM
<br />0
<br />C14
<br />:r r-L
<br />%.0
<br />4:12
<br />PITCH
<br />': 12 ,
<br />904 PITCH-1
<br />FIRE RESISTANT
<br />PLYWOOD LOCATION.
<br />DO NOT BREACH
<br />'NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT L NON -VENTED SOFFIT
<br />PROFILE OF ROOF TRUSS
<br />BEYOND
<br />7-
<br />7 ROOF SHEATHING TYP.
<br />7 7 7-
<br />7 7 7 - 7 7 7 2x6
<br />7 SUB -FASCIA
<br />EXTEND THE (2) LAYERS _71._.....
<br />Z�
<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"=V-10"
<br />Attic Ventilation
<br />Attic Ventilation to be in compliance with the Florida Building Code 7th Edition
<br />(2020) Residential R806.
<br />The Minimum net free ventilating area shall be 1/150 of the area of the vented
<br />space. The ventilating area may be reduced to 1/300 provided that at least 40%
<br />but no more than 50% of the required ventilation is provided in the upper portion of
<br />the space to be ventilated. Upper ventilators shall be located no more than 3 feet
<br />(measured vertically) below the ridge or highest point of the space, with the
<br />balance of the required ventilation provided by eave or cornice vents.
<br />-CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN
<br />(Values to be verified with Manufacturer Specifications)
<br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT
<br />• SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT.
<br />• STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT.
<br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the
<br />following approved vents:
<br />s LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT.
<br />**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Linear Ft. of Deck -Air Needed)
<br />FIRE CAULK EDGES
<br />AT EACH SIDE -/A
<br />DBL. Ix PT NAILER
<br />1/2" GYP. WEI
<br />1 Hour Separation Wall
<br />SCALE: 3/4"=V-0"
<br />*REFER TO STRUCTURAL DETAILS FOR
<br />ADDITIONAL INFORMATION.
<br />ATTIC VENTILATION CALCULATIONS
<br />ATTIC VENTILATION REQUIRED
<br />UPPER VENTILATION PROVIDED
<br />1/150 Rule
<br />1/300 Rule
<br />Ridge Vent Arnt
<br />(No Upper Ventilators
<br />(Must Provide Upper Ventilators)
<br />(Ft.)
<br />Off-RidgeAmt.
<br />Req.)
<br />Total Ventilation
<br />ATTIC
<br />Provided by
<br />SPACE
<br />SQ. FT.
<br />Total SQ.
<br />SQ. FT.
<br />SQ. IN. of
<br />Upper
<br />Ventilators
<br />SQ. IN. of
<br />ventilation
<br />of vented
<br />IN ' of
<br />of
<br />vented
<br />ventilation to
<br />be provided
<br />SQ. IN. of
<br />SQ. IN. of
<br />(See Elev)
<br />required
<br />soffit
<br />ventilation
<br />soffit
<br />by upper
<br />Ventilation
<br />Ventilation
<br />needed
<br />required
<br />needed
<br />ventilators
<br />Main 0.0 2.0
<br />Floor 901 865 124 432 31 216 - 276.0
<br />(Zone 1) 0.0 276.0
<br />Main Floor 1010 970 139 485 35 242 0.0 2.0 2X0
<br />(Zone 2) 0.0 276.0
<br />Upper Floor 1008 968 138 484 35 242 0.0 2.0 276.0
<br />(Zone 3)
<br />0.0 276.0
<br />Upper Floor 110 106 15 53 4 26 0.0 0.0 0.0
<br />(Zone 4) 0.0 0,0
<br />Upper Floor 108 104 15 52 4 26 0�0 0.0 0.0
<br />(Zone 5) 0.0 0,0
<br />Uloper Floor 0.0 0.0
<br />(Zone 5) 62 60 9 30 2 15 - 0.0
<br />0.0 0.0
<br />-NOTE**
<br />GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVESISOFFITS AS
<br />REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
<br />Design No. U905
<br />Apr1I 09, 2018
<br />Beari no Wa I I Rail no - a H P.
<br />hininI260iring Wall Rating - 2 MR
<br />This design -aseval.atad using a load design mathodothee than the LiMk Status. Design Method (ea., `Working Stress Design
<br />Method). For jurisdictions emplaying the Limit Stater. Design Method, such as canada, a load restriction frotorshall be used - see
<br />Guide BXUV or BXJUV7
<br />Indicartaisgi,rh prod.ctsehall beartha UL4r oUL certification Mark far ju risdictiaris amplay" no the UL orCUL Certification (such
<br />as Canada), respectively.
<br />77-717
<br />7*Ji-8'mIN.
<br />p _0
<br />ru
<br />4 "Yyl
<br />1. Concrete Blocks- - Various design, Classification D-2 (2 hr).
<br />See Concrete Stocks category for list of eligible manufacturers,
<br />2, Mortar - Blocks laid in full bed of mortar, Porn. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of
<br />I lean sharp sand to 1 part Portland cement (proportioned by volume) and not more than So percent hydrated lime (by
<br />c ement volume). Vertical joints staggered.
<br />J. Portland cement stucco or Gypsum Plaster - AAd 1/2 hr to classification If used. Where combustible members am
<br />framed In wall, plaster or stu,� must be applied on the face opposite hanning to achieve a max. Classification of 1-1/2 hi.
<br />Attached to concrete b locks (Item 1).
<br />4. Loose Masonry Fill - If a 11 or. spaces w. filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln
<br />Process), "at., repellant ,mi-lite, masonry Fill insulation, or 514cone treated perlite loose fill insulation add 2 hr to
<br />,I ... Ifica tio ,
<br />5 Foamed Plastic- - (optional -Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached no concrete blocks
<br />(Item 1).
<br />ATLAS ROOFING CORP - 'EmargyShleld Pro Wall Insulation", "Eriergy5hiald Pro 2 Wall Insulation", EnergyShled CGIF
<br />Pro and Energy5hield Fly Pro
<br />CARLISLE COATINGS So WATERPROOFING INC - Type R2+ SHEATHS
<br />FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge ' C1 Fail Exterior Wall Insulation" and "Enverge ' CK Glass
<br />Exterior Wall lrsulatior�
<br />HUNTER PANELS - Types Xcl-Cl A, Xcl 286
<br />PMAX OPERATING L L C - 'TSX-8500", 'The mmas heath -XF", 'ECOMAXci', 'Thermasheath-3",
<br />'Dura�m.iath-3"
<br />THE DOW CHEMICAL CO - Types Thermax Sheathing, Thermax Light Duty Insulation, Thetmax Heavy Duty Insulation,
<br />Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci
<br />Exl:erior Insulation, Thermax IH Insulation, Therm4x Plus Liner Re nel, Thermax Hea vy Duty Plus (HDP) and TUFF-RTrl ci
<br />Insulation
<br />S& Building Units - As an alternate to Items 5, min, I -in thick polyi,,ocyanurate composite foamed plastic insulation
<br />boards, nom. 48 by 48 or 96 in,
<br />RMAX OPERATING L L C - "Thermasheath-51", `ECQeA56ci% 'Therrnaaase-cz"
<br />indicates such products shall bear the UIL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification
<br />(such as Canada), respectively.
<br />LakLQUd1t9d on 2018-04-09
<br />GA FILE NO. ASW 0310 PROPRIETARY" 2 OUR 65 to 69 STC
<br />FIRE SOUND
<br />GYPSUM PANEL PRODUCTS, STEEL H STUDS ?
<br />Two layers 1" x 24" proprietary type X gypsum parness inserted between floor and
<br />ceiling runners with steel H stud between adjacent pairsof gypsum panels,
<br />(INILB)
<br />A 3/4" 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 one covered with 6" wide battens of IJ2"
<br />PROVIDE 2x BLOCKING W/ (2) 12d type X gypsum wallboard or full sheets of lj2,, type X gVPSunI wallboard
<br />NAILS EA. END BETWEEN screw attached to the steei components,
<br />TRUSSES Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each V
<br />side of assembly and 3-1/2" glass fiber in stud space on both sides.
<br />4'-0" FROM SEPARATION WALL. Height limitation 68 feet.
<br />SOLID BLOCKING BETWEEN i
<br />TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickriesrs� 3-117(Fire)
<br />PLYWOOD. BLOCK MUST BE Georgia-Pacific GYPSUrn LLC 11-3/4'(Sound)
<br />"PITCH CUT" (SEE ELEVATIONS) ... ........ 1"DensGIass@ShaftIIner Approx- Weight: 9.5 psf
<br />TO PROVIDE AS MUCH CONTACT
<br />Firs Test WH1495-1290, ii-i5-94�
<br />AS POSSIBLE TO UNDER SIDE ITS Design GP/WA 120-04;
<br />OF ROOF DECK. ALL JOINTS WH1495-1295,3.15-95;
<br />AROUND BLOCKING MUST BE WHI 495-0743 & 0744,
<br />CAULKED WITH APPROVED FIRE 1-28 & 3MG;
<br />CAULKING. ITS 3160814COQ-002,
<br />8-30-08;
<br />ULR2717,04NK03115,
<br />6-18-04. UL Dhesi U373
<br />SEE PLAN Sound Test: RAL TL 10-291, 8-31 -10
<br />TOP OF PLATE
<br />TYPE "S" MORTAR
<br />(TYP.)
<br />8" CONIC. BLOCK
<br />CLASSIFICATION D-2
<br />PER UL U905 (TYP.), PER
<br />UL U905, MASONRY WALL
<br />PROVIDES 2-HOUR
<br />PROTECTION
<br />ROOF PLAN - STANDARD (STD
<br />SCALE: 3/16"=V-0"
<br />C=2
<br />>. U-1
<br />cc C-)
<br />C"I
<br />CU
<br />72j_
<br />>
<br />C:,
<br />ct;
<br />c�
<br />rL
<br />E
<br />0
<br />r C:>10
<br />V
<br />ia
<br />\0
<br />ell FLO 0,
<br />k�k I�
<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 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 />W
<br />-,t E W01 04
<br />0 0 1 U1
<br />00 co 'NO 00 q
<br />CN
<br />6
<br />'U
<br />00 CD -i
<br />0 C?
<br />r I— u- Lu
<br />C14 0 CL
<br />z
<br />z 0 0
<br />Sof
<br />c� M ul <
<br />W r- I M
<br />0
<br />W U5 91 -, z
<br />Z c, 6 X 0
<br />z Q
<br />u) Ce)
<br />LL <
<br />z F-1 I I
<br />W
<br />0
<br />65 CD
<br />c, (0
<br />V)
<br />L.0
<br />U
<br />0 L11
<br />IN
<br />u)
<br />LU
<br />E
<br />U _8
<br />0
<br />M
<br />CD
<br />Z
<br />U_
<br />co E
<br />z11
<br />CL
<br />E
<br />'T
<br />E
<br />�11
<br />0<
<br />z0
<br />Co
<br />� 0
<br /><
<br />� 0
<br />mz
<br />z
<br />co
<br />'z
<br /><
<br />"0
<br />z
<br />.2
<br />10.
<br />>< z
<br />5i .
<br />C8
<br />�s �-
<br />0 �
<br />� z
<br />15 C)
<br />W
<br />C/D
<br />0 <
<br />< _8
<br />co
<br />10 �
<br />g
<br /><
<br />Mill
<br />LEL
<br />0
<br />C:)
<br />o6
<br />co
<br />CU
<br />C-4
<br />Co iz
<br />LO
<br />E
<br />60
<br />co
<br />U)
<br />C:)
<br />00 co
<br />0
<br />Cy I ) CY)
<br />LO
<br />C'4
<br />CD
<br />CN
<br />04
<br /><
<br />E
<br />E r-.. 6i to
<br />6
<br />z
<br />E 10 (n
<br />0 '6 M
<br />0
<br />CU
<br />JOB
<br />NO: 23-05707-05712
<br />SCALE : AS NOTED
<br />SHEE7 NO.
<br />8.1
<br />
|