|
c111J
<br />0
<br />CZD
<br />C114
<br />c1*14
<br />CZ)
<br />r-
<br />cl
<br />C I D
<br />Lr)
<br />c14
<br />C14
<br />C.0
<br />-4-
<br />C-14
<br />Cc)
<br />cl
<br />N-)
<br />U0
<br />Cr
<br />0
<br />C:)
<br />C'4
<br />LA
<br />C14
<br />0
<br />C'4
<br />CZ)
<br />C14
<br />E
<br />E
<br />Cl-
<br />E
<br />0
<br />r7,
<br />17114
<br />C-14
<br />L0
<br />6
<br />0
<br />C'4
<br />un
<br />Cn
<br />CD
<br />LLJ
<br />M
<br />-0
<br />NON -VENTED SOFFIT
<br />I
<br />SEE DETAIL 55/D-1 FOR
<br />INFORMATION ON FIRE
<br />BLOCKING @ EAVE
<br />4:12
<br />T\ �I �CH
<br />C-4
<br />4:12
<br />PITCH
<br />/ _T
<br />4:12
<br />WIC H
<br />4'-0" 1& 4'-0"
<br />/,4:12 4:12 4:12 \4:12
<br />IT
<br />I T�
<br />CH_ CH
<br />'h-T-CH 4:12 PI I L;H PITCH 4:12 'ITCH
<br />PI I'CHe PITCH
<br />L
<br />__J L_
<br />(L T
<br />FIRE RESISTANT SEE DETAIL 551D-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. INFORMATION ON FIRE INFORMATION ON FIRE 2 INFORMATION ON FIRE INFORMATION ON FIRE 2 PLYWOOD LOCATION.
<br />2
<br />DO NOT BREACH BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE DO NOT BREACH
<br />,r2 �2
<br />FIRE RESISTANT I
<br />NON -VENTED SOFFIT PLYWOOD LOCATION. NON -VENTED SOFFIT NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT NON -VENTED SOFFIT DO NOT BREACH NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT
<br />NON -VENTED SOFFIT
<br />PROFILE OF ROOF TRUSS
<br />NON -VENTED SOFFIT -J BEYOND
<br />7 7 L� 7 7 ROOF SHEATHING TYP.
<br />M
<br />7 7
<br />7 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 />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 SQ. 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 />* LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA I FT.
<br />**Formula: (Sq. Ft. Sofrit 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.
<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 Amt
<br />(No Upper Ventilators
<br />(Must Provide Upper Ventilators)
<br />(Ft.)
<br />Off -Ridge Amt.
<br />Req.)
<br />Total Ventilation
<br />ATTIC
<br />Provided by
<br />SPACE
<br />SQ. IN. of
<br />SQ. FT.
<br />Total SQ.
<br />SQ. FT.
<br />of
<br />SQ. IN. of
<br />ventilation to
<br />Upper
<br />Ventilators
<br />ventilation
<br />of vented
<br />IN. of
<br />vented
<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 2.0 276.0
<br />(Zone 2) 1 0.0 1 276.0
<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 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 />Upper Floor 62 60 9 30 2 15 0.0 0.0 0.0
<br />(Zone 5) 0.0 0.0
<br />NOTIE*�
<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 />Apri 09, 2018
<br />Bearring Wall Rating - z MR.
<br />NaMbikering Wall Ratinig - 2 HR
<br />This daslgnwasa�aluatad singa load designmethad atherthari the Limit States Design Method [eg., Working Stress. Design
<br />Method). Par jurisilictiors emplayina the Limit States Design Methad, such as Canada, a load restriction factarshall be used - 904N
<br />Guide EKXUVor BXUV7
<br />Indicatessruch ULar out. CertifirMlon mark fair lu rigillictloris amploying the ULercUL Certification (such
<br />ascaniadai), eagpiacti�ely.
<br />O.T.-
<br />"77
<br />11 -2 7-5� 'MIN,
<br />J
<br />7, v Y'
<br />U,
<br />33 1, '... .- ; - - 21-
<br />"Yly
<br />�4
<br />Horizoli Section
<br />1. Concrete Blacks* - V�ious des igns. Cl-ification D-2 (2 hr).
<br />See Concrete Blacks category for list of eligible manufacturers.
<br />2. Mortar - Blacks laid in full bad of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of
<br />clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by
<br />Cement VDILme). Vertical joints staggered,
<br />3, Portland Cement StuCcoar Gypsum Plaster - Add 112 hr to classification If used, Where combustible members am
<br />framed In W-lir PI -SW -ratUCc- Must be applied an the face opposite framing to achieve a max, Classification of 1-1/2 hr,
<br />A"ched to concrete hloclk� (Item 1).
<br />4. L.- Ma.o. ry Fill - If a 11 core ap.c.a are filled vilth loose dry expanded slag, expanded clay or shale (Rciany Kiln
<br />Process), riater repellant ver-miculite masonry fill insulation, or silicon" treated periite loose fill insulation add 2 hr to
<br />cla:501cation.
<br />S. oamed 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 - "ZriergyStileld Pro Wall Insulation", "EnergyShleld Pro 2 Wall Insulation", EnergyShield CGF
<br />Pro and EnergyShleld Ply Pro
<br />CARLISLE COATINGS & WATERPROOFING INC - Type R2+ SHFATHE
<br />FIRESTONE BUILDING PRODUCTS CO L L C - "Enverge ' CI Foil Exterior Wall Insulation" and "Enverge ' CI Glass
<br />Exterlot-Wali Inswlation�
<br />HUNTER PANELS - Tyli.$)(6-Class A, Xcl 286
<br />RMAX OPERATING L L C - '75X-8500% "Thermasheath-XP", "ECOMAXa", "Thernrasheath-3",
<br />"Du-she.th-21"
<br />THE DOW CHEMICAL CO - Types Thermax Sheathing, Thermax Ught Duty Insulation, Thet max Heiivy Duty Insulaticn,
<br />7henmax Metal Building Board, Thermax While Fmis�h Insulation, Thermax ci Exterior Insulation, Thermax XAPMOR ci
<br />Exterior insulation. Thermax IH Insulation, Therma. Plus Liner Panel, Th.rmx H-,., Duty Plus (HOP) and TUFF-RT.
<br />Insulatio n
<br />5,k Building Units -As an alternate to Items S. min, 1-in thick polinsocyanurate composite foamed plastic insulation
<br />boards, nom. 48 by 48 or 96 rm
<br />RMAX OPERATING L L C - 'Thermasheath-51', "ECOBASEci", 'ThermaBase-cl"
<br />Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions am playing the UL or cUL Certification
<br />(such as Canada), respectively,
<br />Last Updated on 2018-04-09
<br />2 HOUR 65 to 69 STC
<br />GA FILE NO 0810 PROPRIETARY*
<br />SOUND
<br />GYPSUM PANEL PRODUCTS, STEEL H STUDS
<br />Two layers 1" X24"PrOpfietary, type XgYp&UM panels inserted between floor and
<br />ceiling runriers with steel H stud between adjacent pairs of gypsum panels,
<br />(NLB)
<br />A " 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 are covered with 6" wide battens of 1/2"
<br />PROVIDE 2x BLOCKING Wl (2) 12d type X gyPSUFTI wallboard or full sheets of 1/2" type X gypsurn wallboard
<br />NAILS EA. END BETWEEN screw attached to the steel components.
<br />Sound t%ted with 2 x 4 stud Wall faced with 1/2" regular gypsum wallbo rd e ch `J I
<br />TRUSSES a a
<br />t e o Balsam y an 9 ass fibeir in stud space on both sides.
<br />4'-0" FROM SEPARATION WALL. Height imitation 68 feet,
<br />SOLID BLOCKING BETWEEN
<br />TRUSSES TO BOTTOM SIDE OF PROPRIETARY GYPSUM PANEL PRODUCT Thickness: 3-1/2"(Fire)
<br />PLYWOOD. BLOCK MUST BE Georgia-Pacific GYPSUM LLC. .......... So 11-a14" . (Sound)
<br />"PITCH CUT" (SEE ELEVATIONS) ........ ..1"Den lassVShaftliner Approx Weight: 9.5 psf
<br />TO PROVIDE AS MUCH CONTACT Fire Test WHI 496-1290,11-15-94;
<br />AS POSSIBLE TO UNDER SIDE ITS Design GPNVA 12uo4;
<br />OF ROOF DECK. ALL JOINTS WH1495-1295,3-15-95:
<br />AROUND BLOCKING MUST BE I WHt 495-0743 & 0744,
<br />CAULKED WITH APPROVED FIRE 1-28 & 30-86;
<br />CAULKING. ITS 3160814COQ-OC)Z
<br />8-3D4W;
<br />ULR2717,04NK03115,
<br />R-1 8-04, 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 />SCALE: 3/16"=V-0"
<br />C=
<br />C*4
<br />C=
<br />C, C=
<br />CC,47
<br />ja-
<br />in m C=
<br />C-4
<br />CM (V
<br />CU
<br />W cz
<br />cz
<br />CL) Cc
<br />to
<br />0VV tv
<br />SE
<br />C i f1d
<br />L 4_?-
<br /><1�,c
<br />C14
<br />C <
<br />o
<br />c:;_o
<br />F L
<br />C">
<br />C3
<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and specifications contained within
<br />these
<br />drawings comply with the 2020 Florida Building Code
<br />-
<br />Residential 7th Edition. Engineer's signature and seal
<br />is only for
<br />the structural engineering portions of the drawing pages
<br />bearing
<br />Engineers signature and seal.
<br />H ,
<br />1oi
<br />'61.11-1 _
<br />W
<br />11V E C,
<br />in
<br />C)
<br />UJID
<br />0 0.00 00,
<br />U) U=5 t-- r-� L'� Lu
<br />(N CL
<br />6
<br />r -,
<br />ga LL
<br />z
<br />13
<br />E =0)
<br />z 0
<br />W
<br />W :E ir;3;,� M
<br />0
<br />W C/5 -r-z
<br />co Ci = 0 W
<br />z or) Z<40=
<br />IL in
<br />CN < Q Cf)
<br />do Ell I
<br />W
<br />531
<br />2-1 M CO
<br /><
<br />V)
<br />C)
<br />0 LU CD
<br />ct,
<br />um
<br />ZD
<br />co
<br />L
<br />_U
<br />F=
<br />1>
<br />s
<br />C) 0
<br />co
<br />0
<br />1
<br />Ca,
<br />44
<br /><0
<br />0
<br />E6
<br />LL_
<br />,6 E
<br />'.0
<br />c�_ 0
<br />E U
<br />Z@
<br />-0
<br /><
<br />zE
<br />Cc)
<br />�w 0
<br />c,
<br />Cn no
<br />g<
<br />� 0
<br />z
<br />.0
<br />0
<br />one
<br />son
<br />CID
<br />0
<br />I ,
<br />W Lu
<br />i-,-
<br />< 0
<br />EE
<br />�r
<br /><
<br />0 Lo
<br />03,1
<br />1':
<br />11%
<br />2 C:)
<br />E2
<br />00
<br />co
<br />co
<br />CN
<br />0
<br />Co
<br />C-�
<br />M
<br />Co C)
<br />LO
<br />CN
<br />Cr E
<br />50
<br />o
<br />U) Fun (M
<br />CN
<br />LO
<br />r-
<br />CNJ
<br />0 eT
<br />LO
<br />-E
<br />(0 ill
<br />C?
<br />LO
<br />N
<br />25
<br />M C:)
<br />M CN
<br />Cn
<br />LO
<br />a)
<br />2:1 CY)
<br />E
<br />U-)
<br />z
<br />z
<br />E U)
<br />E
<br />0
<br />< Q
<br />_3
<br />JOB
<br />NO 23-04725-04730
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />8.1
<br />F
<br />
|