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<br />n
<br />PRODUCT APPROVAL SPECIFICATION SHEET
<br />As required by Florida statute 553.842 and Florida administrative Cade 9B-72, pie ase provide the infofmation and approval numbers
<br />on the buildingcompone nts listed below if they m4II be utilized on the construction project for which you are applying for a
<br />CATORGORY
<br />MANUFACTURER
<br />PRODUCTDFSRIP170N
<br />NUMBEI
<br />. EXTERIOR DOORS
<br />A SWINGING
<br />A. SWINGING
<br />A. SWINGING
<br />A SWINGING
<br />.h SWINGING
<br />A SWINGING
<br />A. SWINGING
<br />IELD-WEN
<br />Fxterior Door
<br />FL - 11136.1
<br />8. SLIDING
<br />B. SLIDING
<br />3- SLIDING
<br />B. SLIDING
<br />B. SLIDING
<br />B. SLIDING
<br />B. SLIDING
<br />C. ROLL UP
<br />E. AUTOMATIC
<br />F. OTHER
<br />3. WINDOWS
<br />A SING2EHUNG
<br />A SINGLE HUNG
<br />PG T Industries
<br />SH-200 (Non-hVact) Alunfnum Single Hang
<br />FL- 1435.1
<br />A. SINGLE HUNG
<br />A SINGLE HUNG
<br />B. H3RVONAL SLIDER
<br />B. HORIZONAL SLIDER
<br />B. HORIZONAt SLIDER
<br />C. CASEMENT
<br />D. DOUBLE HUNG
<br />E. FIXED
<br />E. FIXED
<br />F. FIXED
<br />E. FIxED
<br />F. AWNING
<br />G. PASS THROUGH
<br />H. PROJECTED
<br />L MULLION
<br />P G T industries
<br />Mullions For Door or Window s
<br />FL - 261.1
<br />L MULLION
<br />J. wIND BREAKER
<br />K. DUAL ACTION
<br />L, OTHER
<br />3. PANEL WALL
<br />A SIDING
<br />A. SIDING
<br />Ry Gem Siding Group
<br />Vinyl Siding
<br />FL-24476.1
<br />A SIDING,'
<br />A. SIDING
<br />A SIDING
<br />030FFITS
<br />Ply Gem Siding Group
<br />Alurriluml Vinyl Soffit
<br />FL- 23352:1
<br />C_ EIFS
<br />D,STOREFRONTS
<br />F. WALL LOUVER
<br />F. WALL LOUVER
<br />G. GLASS BLOCK
<br />H. MEMBRANE
<br />1. GREENHOUSE
<br />).OTHER
<br />4 ROOFINIG PRODUCTS
<br />A SHINGLES
<br />B. UNDERtAYMENTS
<br />Polyglass USA
<br />Polystick P, Basik, IR/IRX, TU, TU Plus or MU
<br />FL- 6259.1
<br />c, ROOFING FASTENERS
<br />D. NON-STRUCTURAL METAL ROOFING
<br />Gulf Coast Supply & Manf.
<br />Metal Roofing ( 5V Crimp )
<br />FL - 11651 A
<br />D. NON STRUCTURAL WTAL ROOFING
<br />D. NON-STRUCTURAL METAL ROOFING
<br />€ , NOTE STRUC URAL METAL ROOFING
<br />E. WOOD SHINGLESAND SHAKES
<br />F. ROORING TILES
<br />G. ROOFING INSULATION
<br />H, WATER PROOFING
<br />H. WATER PROOFING
<br />ti. WATER PROOFING
<br />I. BUILT UP ROOFiNGROOF SYSTEM
<br />1, MODIFIED BITUMEN
<br />J. MODIFIED BITUMEN
<br />K- SINGLE PLYRODF SYSTEM
<br />L. ROOFING SLATE
<br />M. CEMENTS-ADH€SUIES COATINGS
<br />& L IQUI D APPLIED ROOF SYSTENIS
<br />O- ROOF TILE ADHESIVE
<br />r'. SPRAY APPLIED POLYURETHANE
<br />Q. OTHERS
<br />Q. OTHER5
<br />Airolite Ca L'LP
<br />Gable Vents
<br />FL - 7708,1
<br />Q. OTHERS
<br />Cl. OTHERS
<br />G A F tFdterials Corp.
<br />Hoof Rte Vents
<br />FL - 6267.1
<br />R.ROOF PANE€.
<br />S.SHUTTERS
<br />A ACC'). RDION
<br />3, BAHAMA
<br />C: STORM PANELS
<br />D. COLONIAL
<br />E. ROOL-UP
<br />F. EQUIPMENT
<br />G. OTHER
<br />6,SKYLIGHTS
<br />A SKYLIGHT
<br />EL OTHER
<br />7. STRUCTURAL COMPONENTS
<br />A WOOD CONECTORS/ANCHORS
<br />Si npson Strong Tie
<br />HGAMID
<br />FL - 11473.55
<br />A WOOD CONECTORS ANCHORS
<br />Sirnpscm Strong Tie
<br />HETA20
<br />FL - 11473.1:2
<br />A. WOOD CalECTORS ANCHORS
<br />xarpson strong Tie
<br />HTSM16
<br />FL - 1147111
<br />A. WOOD CONECTORS ANCHORS
<br />Sinvlipson Strong Tie
<br />HTS +120
<br />FL- 11473.11
<br />A WOOD CONECTORS NCHORS
<br />Sir psdn Strong Tie
<br />VTOR
<br />FL - 1147€1.7
<br />A WOOD CONECTORS ANCHORS
<br />Sit son Strong Tie
<br />HUS26
<br />FL- 10655,10
<br />A WOOD CONECIORS ANCHORS
<br />Shrson Strong Tie
<br />A WOOD CONECTORS ANCHORS
<br />Samson Strong Tie
<br />H10A
<br />FL - 10446.7
<br />B-TRUSSPLATES
<br />C. ENGINEERED LUMBER
<br />D. RAILING
<br />E. COCILERS-FREEZERS
<br />F- CONCRETE -ADMIXTURE
<br />G. MATERIAL
<br />H. INSULATION FORMS
<br />L.PLASTiCS
<br />1, DECK ROOF
<br />K. WALL
<br />'.SHEDS
<br />My OTHER
<br />1A. OTHER
<br />,OTHER
<br />M. OTHER
<br />M. OTHER
<br />M. OTHER
<br />smEwExTERIOR ENsfROPE
<br />A
<br />B.
<br />the products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of:hese
<br />products, the foilowi ngi nformation must be available to the inspector on the jobsite, ))copy of the product approval, 2)
<br />@ 24" O.C.
<br />s3 TRUSS REPAIR PLAN
<br />SCALE: 1 /4" = V-011
<br />G.C.NOTE:
<br />ALL ROOF TRUSSES TO
<br />BE FIELD MEASURED.
<br />GABLE END OUTLOOKER DETAIL
<br />SCALE: 1/8" = V-0"
<br />SAW-CU TCA-A,4
<br />WITHI 2x4 OV
<br />FRA 'I G MEMBER - E
<br />TIGHT FIT
<br />SAW -CUT NOTCH TOE -NAIL 2x4 TO GABLE
<br />WITHIN GABLE TRUSS WITH 2-12d COMMONS
<br />SIMPSON LSTA12
<br />Z
<br />Q
<br />LU
<br />LU
<br />W
<br />O
<br />U
<br />O
<br />v
<br />N
<br />to
<br />LU
<br />Ln
<br />V)
<br />Z)
<br />H
<br />0
<br />w
<br />W
<br />LU
<br />w
<br />Z
<br />0
<br />Z
<br />w
<br />LU
<br />W
<br />a
<br />l.7
<br />Z
<br />1-
<br />in
<br />w
<br />0
<br />O
<br />mot'
<br />N
<br />LU
<br />LU
<br />N
<br />N
<br />a
<br />IVLU
<br />W
<br />LLJ
<br />LU
<br />Z
<br />LU
<br />a
<br />LU
<br />Z
<br />SIMPSON CONNECTOR SCHEDULE
<br />MARK ID
<br />TYPE
<br />FASTENERS
<br />TO TRUSS/JOIST
<br />FASTENERS TO
<br />WALL/GRIDER
<br />FOUNDTION
<br />UPLIFT
<br />(LBS)
<br />LATERAL PARALLEL
<br />TO WALL (LBS)
<br />LATERAL PERP.
<br />TO WALL (LBS)
<br />A
<br />H14
<br />12-8dxl-1/2"
<br />13d
<br />1050
<br />480
<br />245
<br />©
<br />THA29
<br />4-10d
<br />16-10d
<br />645
<br />-
<br />-
<br />C
<br />HETA20
<br />EMBEDDED
<br />10-10dxl-1/2"
<br />1805
<br />335
<br />730
<br />OD
<br />HGAM10
<br />-1/4"x2-3/4" TITE
<br />4-SDS 1/4"xl-112"
<br />850
<br />870
<br />815
<br />�E
<br />HTSM16
<br />-1/4"x2-1/4" TITE
<br />8-10dxl-1/2"
<br />1020
<br />-
<br />-
<br />O
<br />HM9
<br />-1/4"x2-1/4" TITE
<br />4-SDS 1/4"0-1/2"
<br />595
<br />425
<br />200
<br />0
<br />H16
<br />1/4"x2-1/4" TITE
<br />2-10dxl-1/2"
<br />1265
<br />-
<br />-
<br />O
<br />LGT2
<br />-1/4"x2-1/4" TITE
<br />16-16d
<br />1850
<br />-
<br />-
<br />ID
<br />MGT
<br />5/8"0 ATR
<br />22-1Od
<br />3330
<br />-
<br />-
<br />JO
<br />ABU44
<br />5/8"0 ATR
<br />12-16d
<br />2200
<br />-
<br />-
<br />OK
<br />H10
<br />8-8dxl-1/2"
<br />8-8dxl-1/2"
<br />780
<br />505
<br />450
<br />©
<br />HGA10
<br />4-SDS 1/4"0"
<br />4-SDS 1/4"0-1/2"
<br />595
<br />870
<br />815
<br />OM
<br />HUS48
<br />6-16d
<br />6-16d
<br />1335
<br />-
<br />-
<br />ON
<br />MBHA
<br />2-3/4" 0 ATR
<br />8-10d
<br />3145
<br />-
<br />-
<br />©
<br />H2.5A
<br />5-8d
<br />5-8d
<br />535
<br />110
<br />110
<br />®
<br />VTC2
<br />4-1 Old
<br />5-10dxl-1/2"
<br />405
<br />-
<br />-
<br />HCP2
<br />6-10dxl-1/2"
<br />6-10dxl-1/2"
<br />520
<br />260
<br />-
<br />OS
<br />AC4
<br />14-16d
<br />14-16d
<br />2500
<br />1070
<br />-
<br />OT
<br />HUS26
<br />6-16d
<br />14-16d
<br />1335
<br />-
<br />-
<br />OU
<br />SP2
<br />6-1Od
<br />6-1Od
<br />890
<br />-
<br />-
<br />OV
<br />H10-2
<br />2-10dxl-1/2"
<br />10-10dxl-1/2"
<br />655
<br />390
<br />340
<br />OW
<br />H7Z
<br />4-8d
<br />10-8d
<br />930
<br />400
<br />75
<br />QV
<br />HDU4
<br />1-5/8"
<br />4-SDS 1/4"x2-1/2"
<br />-
<br />-
<br />-
<br />OY
<br />SP1
<br />6-1 Old
<br />4-1Od
<br />585
<br />-
<br />-
<br />OZ
<br />H10A
<br />9-10dxl-1/2"
<br />9-10dxl-1/2"
<br />1015
<br />505
<br />285
<br />®
<br />VTCR
<br />4-1Od
<br />3-10dxl-1/2"
<br />320
<br />-
<br />655
<br />BB
<br />HUS26-2
<br />4-16d
<br />4-16d
<br />1050
<br />-
<br />-
<br />CC
<br />H2.5
<br />5-8d
<br />5-8d
<br />365
<br />130
<br />130
<br />DD
<br />H10-2
<br />6-1Od
<br />6-1Od
<br />760
<br />455
<br />395
<br />EE
<br />1) Scheduled information based on Simpson Strong-Tre Catalog C-2U13
<br />2) All connectors shall be installed per their respective product approval and manufacturers recommended installation instructions.
<br />\PA RATED SHEATHING
<br />Stagger end joints
<br />1/8" spacing is panel
<br />Note:
<br />recommended at all
<br />Cover sheathing as soon
<br />edge and end joints
<br />as possible with roofing felt
<br />unless otherwise dip
<br />for extra protection against
<br />indicated by panel
<br />Excessive moisture prior
<br />manufacturer
<br />to roofing application.
<br />Panel clip or
<br />tounge-and-groov
<br />edges if required
<br />Asphalt or wood shingl
<br />or shakes. Follow roofing
<br />manufacturer's recommen-
<br />Note:
<br />dations for roofing fe .
<br />For pitched roofs, place screened
<br />Protect edges of Exposure 1
<br />surface or side with skid -resistant
<br />panels against exposure to
<br />coating up if OSB panels are uses
<br />weather, or use Exterior
<br />Keep roof surface free of dirt,
<br />panel starter strip.
<br />sawdust and debris,and wear
<br />skid -resistant shoes when
<br />installing roof sheathing.
<br />Note:
<br />For buildings with conventionally framed roofs (trusses or rafters),limit the length of continuous sectic
<br />of roof area to 80 feet maximum during construction, to allow for accumulated expansion in wet wea
<br />conditions. Omit roof sheathing panels in each course of sheathing between sections, and install "fill
<br />panels later to complete roof deck installation prior to applying roofing.
<br />GABLE END BRACING
<br />Id COMMONS
<br />AT BLOCKING
<br />RAFT-R-MATE ATTIC RAFTER VENT
<br />OR EQUAL. INSULATION STOP DEVICE TO
<br />HAVE VENTILATION CAPACITY EQUAL TO OR
<br />GREATER THAN SOFFIT VENTILATION.
<br />RAFT-R-MATE SHOWN = 12.75 sq in / ft.
<br />ATTIC SPACE
<br />AIR FLOW,
<br />�- INSULATION
<br />NDO NOT BLOCK
<br />VENTILATION
<br />WITH INSULATION
<br />VENTED SOFFIT
<br />SOFFIT VENTILATION
<br />ROOF VENTILATION ROOF PEAK
<br />\`'N�
<br />P
<br />CUT DECK WITHIN FULL SHEAT
<br />10a. OF PLYWOOD BETWEEN
<br />ROOF MEMBERS
<br />AIR FLOW
<br />ti; KUVt_VLNIR.AI.[ON
<br />The contractor is responsible for vent selection an]mm)
<br />.'
<br />Please use the above information as a guide to prope
<br />ventilation product selection. The minimum required ne
<br />ventilating area shalt be reduced by 1/2 of the requirearea
<br />of the space ventilated as shown above, provided a
<br />retarder having a transmission rate not exceeding 1 p
<br />accordance with ASTM E 96 is installed on the warm sf
<br />the attic insulation and provided 50 percent of the red
<br />ventilating area provided by ventilators located In ther
<br />portion of the space to be ventilated at least 3 feet (91)above eave or cornice vents, with the balance of the reventilation provided by eave or cornice v.
<br />AT71C VENTILATION - FLORIDA BUILDING CODE SECTION
<br />1203.2
<br />Total Area Under Roof
<br />880,00
<br />Square Feet (SF)
<br />Total Required Ventilation
<br />5.87
<br />SF
<br />Total Area 1 150
<br />Area
<br />Total Required Ventilation
<br />2.93
<br />SF
<br />Reqd Area 12
<br />Area at Sofiiis
<br />Total Required Ventilation
<br />2.93
<br />SF
<br />Regd Area / 2
<br />Area at Roof
<br />Overhang Dimension
<br />16.00
<br />Feet
<br />Ventilation Examples -Owens Corning
<br />Ventilation
<br />At Soffit
<br />Units
<br />l,JnttS
<br />Ca acit
<br />vent
<br />Triple 4" Center Vent
<br />1.56
<br />sq in / ft
<br />16.92
<br />Feet
<br />Triple 4r' Full Vent
<br />4.68
<br />sq in / ft
<br />5.64
<br />Feet
<br />Double 5" Full Vent
<br />4.25
<br />sq in I ft
<br />7A6
<br />Feet
<br />At RoofCa
<br />Ventilation
<br />Unity
<br />Required
<br />units
<br />act
<br />Vent
<br />Ventsure Metal Dome
<br />w fth Screen
<br />144
<br />sq in3
<br />Vents
<br />Ventsure High Rofile
<br />Slant Back Roof Vent w t
<br />50
<br />sq in
<br />9
<br />Vents
<br />Exterior Louver
<br />Ventsure Plastic Slant
<br />Back Roof Vent w t
<br />61
<br />sq in
<br />7
<br />Vents
<br />Interior Louver
<br />Ventsure Rigid. Strip
<br />Ridge Vent, Externally
<br />15
<br />sq in / ft
<br />29
<br />Feet
<br />Baffled
<br />10
<br />JrA. is
<br />t5
<br />I
<br />I I I i l l l l l
<br />l l l l l l l i l
<br />l i l l Ili I I I
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<br />'
<br />I
<br />I
<br />I I I I I I I I i
<br />I I I i l l i I I
<br />l l l l l l l l l
<br />i I I I I I l i l
<br />l l l l 118 I I
<br />l l l l IIH i I
<br />I I I I IIII I
<br />_
<br />-
<br />I i l l l l l l
<br />1I
<br />l l i l l l l I I
<br />Q
<br />-
<br />I
<br />I I I I I I I I I
<br />I I I I I I I I I
<br />I I I IIII
<br />�
<br />I I I I I I I I I I i l l l l l i l i l I I I IIII
<br />1I I I I I I I I I I I I I I I I I I I I I I Ipl
<br />-
<br />�-
<br />a
<br />I I I I I I I I I I I I I i l l l l l l l l IIII
<br />1I I I I I I I I i l l l l l l I I I I I IIII I
<br />--
<br />I I l l l l l l l l l l l f l l l l i l l l IIII I I
<br />I I i f l l l l l l i l l l l l l l l l l i Ilif I
<br />-
<br />-
<br />_
<br />Q
<br />-
<br />I I
<br />I l l l l l l l l l l i i l l l i l l l IIIII i t
<br />GABLE ENE
<br />MIN.
<br />ALL GABLE HEIGHTS T-O" OR GREATER AT THIS HIP GIRDER
<br />LOCATION SHALL BE BRACED PER SECTION C �CA
<br />THESE DRAWINGS WITH CONTINUOUS LATEUI'NIMUM PERMANENT TRUSS BRACING
<br />2-16d COMMC
<br />LATERAL BRACT
<br />DESIGN WIND
<br />LATERAL BRACING
<br />CROSS BRACING
<br />SPEED (MPH)
<br />ACROSS BOTTOM CHORD
<br />"A"
<br />SPACING "B" (FT)
<br />SPACING (FT)
<br />150
<br />6-0"
<br />20'-0"
<br />170
<br />T-O"
<br />15'-0"
<br />180
<br />4'-0"
<br />SPECIALTY ENGINEER NOTE:
<br />TRUSS COMPONENTS TO BE DESIGNED TO RESIST LATERAL
<br />BUCKLING AND TO RESIST ALL WIND LOADS SHOWN IN THESE
<br />DRAWINGS - SEE WIND DESIGN. TRUSS PLANS SHALL INDICATE
<br />ALL REQUIRED PERMANENT BRACING AS REQUIRED FOR TRUSS
<br />COMPONENTS. ALL COMPONENTS TO BE DESIGNED FOR THE
<br />FOLLOWING MINIMUM REQUIREMENTS:
<br />1) DEFLECTION = L/360 MAXIMUM
<br />2) TOP CHORD LL = 20 PSF
<br />3) TOP CHORD SDL = 15 PSF MIN. (OR ACTUAL WT. OF ROOFING
<br />MATERIALS - SEE PLANS)
<br />4) BOT CHORD LL = 10 PSF (ALL TRUSSES
<br />CONFORMING TO THE MINIMUM ATTIC
<br />SPACE AS DEFINDED BY THE FLORIDA
<br />BUILDING CODE SHALL BE DESIGNED FOR 20 PSF)
<br />5) BOT CHORD SDL = 5 PSF
<br />6) MAXIMUM SPACING = 24" O.C.
<br />7) MAXIMUM 10 PSF DEAD LOAD USED FOR WIND ANALYSIS.
<br />8) DURATION FACTOR = 1.25
<br />SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO
<br />THE E.O.R. FOR APPROVAL BEFORE FABRICATION.
<br />BLOCKING BRACING ACROSS ALL TRUSS WEBS AT SEE TRUSS SHOP DRAWINGS FOR ADDITIONAL BRACING REQUIREMENTS
<br />D-HEIGHT.
<br />STANDARD GABLE END BRACING DETAILS
<br />� A
<br />n° LA 7ERAL BRACING.
<br />NUMBER & LOCATION ON
<br />WEBS VARIES WI'7H 12
<br />DESIGN CONDI77ONS. VARIES
<br />2x4 CROSS BRACE TYPICAL
<br />2-16d COMMONS ABLE wEBs
<br />EA. TRUSS B B
<br />C C
<br />A� CON77A BEARING UNLESS N07E0 0It1ERW1SE
<br />OVERALL SPAN
<br />TYPICAL CROSS BRACING SEATHINGtI
<br />SHEAT7-11NG OUTRIGGER
<br />SCALE: 1/2" = 1'-0"
<br />BLOCKING CUT TO FIT
<br />2x4 LONGITUDINAL BRACE TIGHT BETWEEN TRUSSES
<br />5°
<br />2-16d COMMONS EA. TRUSS
<br />OILARIES
<br />I`X �Ct
<br />t
<br />BOTTOM CHORD
<br />TYPICAL LONGITUDINAL BRACING
<br />SCALE: 1/2 1=0"
<br />6'-0" MINIMUM
<br />2-16A COMMONS
<br />Ek TRUSS WEB
<br />AT 001 PEAK
<br />64" MINIMUM
<br />2x4 BLOCKING
<br />LATERAL 2x4 BRACING
<br />2-16d COMMONS EA.
<br />BOTTOM CHORD OF TRUSS
<br />TYPICAL GABLE BRACING DETAIL
<br />SCALE: 12" = 1'-0"
<br />ROOF PEAK
<br />GABLE CENTER
<br />WEB
<br />2-16d EA.
<br />BRACE
<br />2x4
<br />BRACING
<br />' 12d @ 6"0 .
<br />BEARING WALL
<br />DIAGONAL BRACE
<br />AS REQUIRED GABLE
<br />WB
<br />DESIGN ATTACHMENT SECTION B-B DB
<br />TO RESIST BOTH PUSHING
<br />AND PULLING FORCES LATERAL BOTTOM CHORD
<br />BRACING LATERAL BRACING
<br />WR77CAL
<br />BRACE
<br />CEILING
<br />DIAPHRAGM
<br />ND WALL GABLE ALTERNATE
<br />DIAGONAL BRCCE MAY BE TIED INTO HEY
<br />SECTION C-C
<br />BOTTOM CHORD LATERAL BRACING
<br />NOTES: STANDARD END SECTION A -A DROPPED TOP CHORD END
<br />1) ACTUAL BRACING REQUIREMENTS WILL VARY DUE TO WIND LOAD, CODE CRITERIA, BUILDING HEIGHT,
<br />TRUSS SPAN, WEB LUMBER GRADE/SPECIES/ON CENTER SPACING AND OTHER VARIABLES.
<br />BRACING (AND ATTACHMENT) REQUIREMENTS SHOULD BE DESIGNED FOR EACH SPECIFIC JOB.
<br />2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL, AS WELL AS THE DESIGN
<br />AND SPECIFICATION OF TEMPORARY AND PERMANENT BRACING OF THE ROOF SYSTEM IS THE
<br />RESPONSIBILITY Of THE BUILDING DESIGNER.
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<br />COPYRIGHT @ 2019
<br />These drawings are for
<br />the exclusive use of
<br />Florida Engineering
<br />Solutions, Inc. and
<br />therefore, are not to be
<br />duplicated or reproduced
<br />in any manner without the
<br />expressed written consent
<br />of Florida Engineering
<br />Solutions, Inc.
<br />REVISIONS
<br />Al 10/31 /19
<br />A2
<br />A
<br />Project Number:
<br />19 - 8581 - 999
<br />Check By: J.H.
<br />Date: 08 / 09 / 19
<br />Drawn By: J.A.
<br />Date: 08 / 02 / 19
<br />DRAWING NUMBER
<br />S3
<br />TYPICAL CROSS BRACING DETAIL
<br />SCALE: 318" = 1'-0" -
<br />
|