|
0"
<br />I
<br />to
<br />Ct-
<br />CV
<br />Co
<br />cV
<br />L0
<br />F=-
<br />C3
<br />0-
<br />cn
<br />O
<br />Q
<br />N
<br />N
<br />I
<br />O
<br />N
<br />J
<br />O
<br />LO
<br />L(i
<br />O
<br />I
<br />L0
<br />r0
<br />LO
<br />LC
<br />0
<br />I
<br />N
<br />I
<br />C9
<br />N
<br />CD
<br />I
<br />CV
<br />LO
<br />PID
<br />Z3
<br />Cr
<br />0
<br />.0
<br />_Q
<br />Q
<br />N
<br />N
<br />I
<br />CD
<br />0
<br />N
<br />O
<br />J
<br />O
<br />I-
<br />I`-
<br />LID
<br />O
<br />I
<br />Ln
<br />Ih
<br />r-
<br />Ln
<br />O
<br />I
<br />N
<br />O
<br />CT
<br />t�
<br />Q
<br />O
<br />Q
<br />n7
<br />N
<br />O
<br />0
<br />a
<br />E
<br />CD
<br />EE
<br />O
<br />0
<br />J
<br />0
<br />0
<br />U
<br />J
<br />N
<br />r7
<br />cV
<br />O
<br />N
<br />\
<br />I�
<br />\
<br />Ln
<br />0
<br />0
<br />n..
<br />cV
<br />O
<br />N
<br />a�
<br />v
<br />4
<br />Y
<br />cn
<br />0
<br />ZD
<br />L�J
<br />m
<br />0
<br />21MNiTIQIIAIM1192I
<br />1
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />CN =
<br />1 4:12 li
<br />I� n-
<br />4:12
<br />PITCH
<br />4:12
<br />I
<br />I±
<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 551D-1 FOR
<br />SEE DETAIL 55/D-1 FOR
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />INFORMATION ON FIRE
<br />BLOCKING @EAVE
<br />BLOCKING @EAVE
<br />BLOCKING @EAVE
<br />BLOCKING @EAVE
<br />BLOCKING @EAVE
<br />Cif 2
<br />Joe
<br />2
<br />C^V =
<br />2
<br />C'V
<br />2
<br />CV
<br />Z412
<br />"77�
<br />�
<br />-3-
<br />I
<br />I
<br />CAI
<br />PW01
<br />PW01
<br />PW01
<br />PW01
<br />PW01
<br />-
<br />D1
<br />D1
<br />D1
<br />D1
<br />D1 I
<br />�rIU_•
<br />v�
<br />v��
<br />v�
<br />I
<br />a
<br />�
<br />i2
<br />IIZ
<br />I
<br />I
<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 />z (
<br />4' OFF RIDGE VENT 4' OFF RIDGE VENT
<br />4' OFF RIDGE VENT 4 OFF RIDGE VENT
<br />.01
<br />4' OFF RIDGE VENT 4" OFF RIDGE VENT
<br />4 OFF RIDGE VENT 4' OFF RIDGE VENT
<br />o
<br />I
<br />4:12
<br />_
<br />=
<br />PITCH
<br />-12
<br />:12
<br />412
<br />o
<br />PITCH
<br />IT
<br />PITCH
<br />I
<br />I
<br />I
<br />a
<br />N op
<br />a
<br />a
<br />V
<br />a
<br />I
<br />I
<br />4:12
<br />4:12
<br />4:12
<br />ITT
<br />ITCH
<br />PITCH - - - -
<br />I
<br />I
<br />I
<br />1 4:12 ' 4:12 4:12 ' 4:12
<br />I� TCH = 1 4:12 - - PIIUH PITCH A 4:12 1 :)ITCH"I
<br />r F-_ PITCH ( ► I I PITCH r
<br />�t I� ct��
<br />1 2 1 2
<br />FIRE RESISTANT SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR FIRE RESISTANT
<br />PLYWOOD LOCATION. 2 INFORMATION ON FIRE INFORMATION ON FIRE 2 INFORMATION ON FIRE INFORMATION ON FIRE 2 PLYWOOD LOCATION,
<br />DO NOT BREACH BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE DO NOT BREACH
<br />FIRE RESISTANT
<br />NON -VENTED SOFFIT PLYWOOD LOCATION. NON -VENTED SOFFIT NON -VENTED SOFFIT
<br />DO NOT BREACH
<br />NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />PROFILE OF ROOF TRUSS
<br />NON -VENTED SOFFIT = _ _ BEYOND
<br />- - - ROOF SHEATHING TYP.
<br />-
<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"= V-0"
<br />Attu 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 vehtilatioh provided by eave or cornice vents.
<br />"CALCULATIONS BASED ON THL FOLLOWING VALUES, SEE ROOF PLAN -
<br />(Values to be verified with h(ahufacturer 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 VENT§ 126 SQ. IN. OF NET FREE AREA / SQ. FT.
<br />*If not enough vented soffit 19 provided due to fire protection, the contractor shall use the
<br />following approved vents:
<br />• LOMANCO DECK -AIR (6hlhgle 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
<br />DBL. 1x PT NAILER
<br />1/2" GYP. WEI
<br />1 Hour Separation Wall
<br />SCALE: 3/4"=1r-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 VentAmt
<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) 0.0 271
<br />Main Floor 1010 970 139 485 35 242 0.0 2.0 276.0
<br />(Zone 2)
<br />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 0.0 0.0
<br />(Zone 4) 110 106 15 53 4 26 0.0
<br />0.0 0.0
<br />Upper Floor 0.0 0.0
<br />(Zone 5) 108 104 15 52 4 26 0.0
<br />0.0 0.0
<br />Upper Floor 0.0 0.0
<br />62 60 9 30 2 15 0,0
<br />(Zone 5)
<br />0.0 0.0
<br />**NOTE**
<br />GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS
<br />REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL.
<br />Design No. U905
<br />April 09, 2018
<br />Bearing Wall Rating - 2 MR.
<br />Noobearing Wall Rating - 2 MR
<br />This design was evaluated using a load design met.had other than the Limit States Design Method (e g., Working Stress Design
<br />Method). For jurisdictions employing the Limit states Design Method, such as Canada, a load restriction factor shall be used - see
<br />Guide BXUV de 8"V7
<br />* Indicates such products shall bearthe UL. or cUL Certification Mark for ju risdicticns employing the UL orcUL Certification (such
<br />as Canada), respeatfvefy.
<br />Ir
<br />1.0
<br />v ) f
<br />4 I ' c!, pit .V �-!G `✓ .r j ...:-L -_ ...,.,M.
<br />"4
<br />7 ; i HprtZCntRiSCttQri
<br />1, concrete Blacks* - Variousdesigns. Classification D-2 (2. hr).
<br />See Concrete Blacks category for list of eligible manufacturers
<br />2. Mortar - Blocks laid In full bed of mortar, nom 318 In. thick, of not less than 2-1/4 and not more than 3-1/2 parts of
<br />Ilea n sharp sand to I part. Portland cement (proportioned by volume) and not more than 50 percent hydrated Ilme (by
<br />cement volume). Vert: .1 joints staggered,
<br />3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification if used. where combustible members are
<br />framed in wall, plaster or stucco must be applied on the face opposite h aming to achleve a max. Classification of 1-1/2 hr.
<br />Attached to concrete blocks (Items).
<br />4. Looaa Masonry Fill - Ifall core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln
<br />Process), riater repellant vermiculite masonry fill insulation, or silicone treated per ite loose fill insulation add 2 hr to
<br />classification.
<br />5. Foamed Plastic* - (Optional -Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks
<br />(Item 1),
<br />ATLAS ROOFING CORP - "Energyshleld Pro wall insulation", "EnergyShield Pro,2 Udall Insulation", EnergyShield CGF
<br />Pro and Energy5hleld Ply Pro
<br />CARLISLE COATINGS & WATERPROOFING INC - Type R2+ SHEATHE
<br />FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge " CI Foil Exterior wall Insulation" and "Enverge " CI Glass
<br />Exterlor wall Insulation"
<br />HUNTER PANELS - Types Xci-Class A, Xci 286
<br />RMAX OPERATING L L C-'TSX-8500", 'TSX-8510", "Thermas heath -XP", "ECOMAXci", "Thermasheath-3",
<br />'Durasheath-T'
<br />THE DOW CHEMICAL CO - Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation,
<br />Thermax Metal Building Board. Thermax white Finish Insulation, Thermax ci Exterior Insulation, Thermax xARMOR ci
<br />Exterior Insulation. Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-R" ci
<br />Insulation
<br />5A. Building Units -As an alternate to Items S. min, 1-in thick polyisocyanurate composite foamed plastic insulation
<br />boards, nom. 4a by 48 or 95 in.
<br />RMAX OPERATING L L C -"Thermasheath-5I", "ECOSA5EW, "Therma Base -CI"
<br />Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or CUL Certification
<br />(such as Canada), respectively.
<br />Last Updated on 2013-04.09
<br />GA FILE NO, ASW 08110 PROPRIETARY* HOUR 65 to 69 STG
<br />_ -FIRE SOUND
<br />GYPSUM PANEL PRODUCTS, STEEL H STUDS
<br />Two layers 1'" x 24" proprietary type X gypsum panels inserted between floor and I v
<br />ceiling runners with steer H stud between adjacent pairs of gypsum panels.
<br />(NI
<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 airs ace, the steel components are covered with 6" wide battens of 1/2"
<br />p p .f
<br />PROVIDE 2x BLOCKING W/ (2) 12d type X gypsum wallboard or full sheets of 1!2" type X gypsum walltroard
<br />NAILS EA. END BETWEEN screw attached to the steel Components.
<br />TRUSSES Sound tested with 2 x 4 stud wall faced with 1/2"' regular gypsum wallboard each
<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
<br />TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-11T (Fire)
<br />PLYWOOD. BLOCK MUST BE 11-3/4"(Sound)
<br />PITCH CUT" SEE ELEVATIONS Georgia-Pacific Gypsum LLC....................................... 1" DensGlass@' Shaftliner
<br />( ) Approx Weight: 9.5psf
<br />TO PROVIDE AS MUCH CONTACT Fwe Test WH1495-1290, 11-1&94;
<br />AS POSSIBLE TO UNDER SIDE FTSDesign GPNVA12o-U4;
<br />OF ROOF DECK. ALL JOINTS wH1495-o�a05-95:
<br />AROUND BLOCKING MUST BE
<br />CAULKED WITH APPROVED FIRE 1-28a30-86;
<br />CAULKING. ITS 3160814COO-002,
<br />8-3fM8;
<br />UL R2717, 04NK03't15,
<br />8-18-04, UL Design U373
<br />SEE PLAN Sound Test: RALTL10-291,8-31-10
<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 />N
<br />N
<br />.o
<br />P
<br />cu W
<br />`moo
<br />Qn o
<br />c cc v c�a
<br />ry
<br />=' o
<br />CN
<br />to dv N cc
<br />3 c. ar Y
<br />as ra � as
<br />E
<br />do CD W
<br />� 0aI
<br />o:Cm
<br />H � �
<br />s" E
<br />r0 En,
<br />� U
<br />" Ci Ai CIO
<br />C)" tv�v
<br />It
<br />4� .
<br />��
<br />G'7
<br />v ;Y
<br />•�,,.0
<br />.�y
<br />e",
<br />To the best of the Engineers knowledge Information and belief,
<br />the structural
<br />plans and specifications contained within
<br />these
<br />drawings comply with the 2020 Florida
<br />Building Code
<br />-
<br />Residenhal
<br />7th Edition. Engineers
<br />signature and seal
<br />is only for
<br />the structural
<br />engineering portions
<br />of the drawing pages
<br />bearing
<br />Engineer's
<br />signature and seal.
<br />N U N#
<br />N
<br />,e
<br />V
<br />,0
<br />O� co
<br />4k
<br />e
<br />7 LL7 8-0
<br />>
<br />/g i
<br />M
<br />t!J
<br />UJrr-� LL w
<br />ai m y w a d
<br />ti 4
<br />mE: LL d co Z
<br />°- O
<br />y
<br />L W C5 O
<br />t�l
<br />W.
<br />W
<br />Y
<br />t4 N _� co duQ
<br />(5c 1-m
<br />G � �
<br />�
<br />f
<br />W
<br />q
<br />� Z
<br />p p W
<br />z
<br />O U ❑Q❑
<br />`.a 7 W
<br />V M CD
<br />z N M
<br />o g
<br />co
<br />Q
<br />� Q
<br /><
<br />J
<br />� to
<br />M
<br />• -,
<br />ts0
<br />LU
<br />p
<br />L
<br />U
<br />O�p
<br />II
<br />�Nco
<br />w Cj
<br />� Y
<br />{Its
<br />- E
<br />m
<br />o
<br />M
<br />Q N 0
<br />N T
<br />o
<br />M
<br />M
<br />z ¢
<br />O
<br />w
<br />z
<br />LL
<br />to E
<br />Q O
<br />za
<br />wo
<br />Z o
<br />aN
<br />zp
<br />rl7
<br />2�
<br />X¢
<br />ao
<br />0rr
<br />0
<br />�z
<br />I'°
<br />ao
<br />N C
<br />m J
<br /><
<br />m
<br />m�
<br />o¢
<br />aw
<br />F a
<br />zz
<br />z
<br />a
<br />Qz
<br />9
<br />ui r
<br />0
<br />Ot
<br />Y0
<br />oQ
<br />a
<br />°�
<br />C O
<br />•o
<br />> QQ
<br />2
<br />L)
<br />P
<br />L
<br />m
<br />M
<br />,,�
<br />�I
<br />C14
<br />Co
<br />~
<br />N
<br />M
<br />LO
<br />Co r
<br />o-
<br />'-
<br />N
<br />T
<br />/T N
<br />00
<br />U
<br />W in
<br />td
<br />U
<br />C:)
<br />T
<br />00
<br />N
<br />},
<br />00
<br />cc
<br />L0
<br />N
<br />N
<br />04
<br />O
<br />Cn
<br />Q
<br />�
<br />LLo
<br />cfl
<br />r
<br />T
<br />T
<br />a�
<br />M
<br />w
<br />cM
<br />L0
<br />o
<br />Z
<br />z
<br />E O
<br />N
<br />`°
<br />a
<br />E
<br />U
<br />:?
<br />d o
<br />�
<br />JOB
<br />NO: 23-05735-05740
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />8.1
<br />
|