HomeMy WebLinkAboutFL5896_R4_II_(a) Inst 5896.1 (SOFFIT)Amerimax
HOME iRoPRODUCTS,RiN7INC.
450 6o4
PHONE: 717-228-3714
STANDARD V PANEL &
STANDARD PERFORATED V PANEL
ALUMINUM SOFFIT
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building
Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base
material shall be beyond wall dressing or stucco.
3. Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect.
4. For design pressure ratings see chart this sheet.
5. Wood/CBS wall construction by others, must be designed properly to receive loads from the soffit
and/or 2" x 2" batten strips.
6. All connectors shall be corrosion resistant.
7. Aluminum soffits shall conform to the specification and labeling requirements of FBC Section 1709.10.
8. The perforated panel soffit has been tested for Wind Driven Rain according to TAS 100(A).
TABLE OF CONTENTS
HOME iRoPRODUCTS,RiN7INC.
450 6o4
PHONE: 717-228-3714
STANDARD V PANEL &
STANDARD PERFORATED V PANEL
ALUMINUM SOFFIT
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building
Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base
material shall be beyond wall dressing or stucco.
3. Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect.
4. For design pressure ratings see chart this sheet.
5. Wood/CBS wall construction by others, must be designed properly to receive loads from the soffit
and/or 2" x 2" batten strips.
6. All connectors shall be corrosion resistant.
7. Aluminum soffits shall conform to the specification and labeling requirements of FBC Section 1709.10.
8. The perforated panel soffit has been tested for Wind Driven Rain according to TAS 100(A).
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
Typical elevation, design pressures & general notes
2
Typical anchoring details & soffit details
3
Typical anchoring details & soffit details
4
Bill of materials & components
ALUM. 3105-H25
12" STANDARD V PANEL
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12" STANDARD PERFORATED V PANEL
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DESIGN PRESSURE (PSI)
SOFF17 T MODEL
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NEGATIVE
12" STANDARD V PANEL SOFFITT
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-50.0
12 STANDARD V PANEL SOFFITT
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(TYP.) /
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SEE DETAIL "A" SHEET #2
FOR J CHANNEL INSTALLATION
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SEE DETAIL "B" SHEET #2
FOR SOFFIT INSTALLATION
TYP. INSTALLATION ON A WOOD WALL
TYP. INSTALLATION ON A CBS WALL
24" O.C. MAX.
ACTUAL ROOF PITCH VARIES
RAFTER (G = 0.42 OR BETTER)
MAX. 24" O.C. SPACING
7 16" O.C. MAX.
8
7 16" O.C. MAX.
8
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RAFTER (G = 0.42 OR BETTER)
MAX. 24" O.C. SPACING
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SHEET 3 OF 4
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BILL OF MATERIALS
ITEM
DESCRIPTION
MATERIAL
1
STANDARD V PANEL SOFFIT 0.017' THK. ALUMINUM 3105 H25
ALUMINUM
2
STANDARD PERFORATED V PANEL SOFFIT 0.017" THK. ALUMINUM 3105 H25
ALUMINUM
3
STANDARD "J" CHANNEL 0.0175" THK. ALUMINUM
ALUMINUM
4
11 GA. 0.125" MIN. x 1" LONG ROOFING NAIL WITH 7/16" DIA. HEAD
STEEL
5
#8 x 1" PPH SMS
STEEL
6
2" x 2" BATTEN STRIP SOUTHERN YELLOW PINE G = 0.55 OR BETTER
WOOD
7
10d COMMON NAIL 3" LONG
STEEL
8
#8 x 2-1 /2" PFH WOOD SCREW
STEEL
9
13/1 G" x 2-3/4" ELCO ULTRACON CONCRETE SCREW; EMBEDMENT = 1.25" MIN.,
EDGE DISTANCE = 1" MIN., CENTERLINE TO ADJACENT ANCHORS = 4" MIN.
STEEL
SUBSTRATE NOTES:
1. WOOD SUBSTRATE: G = 0.42 OR BETTER
2. MASONRY SUBSTRATE: 3,000 PSI CONCRETE (ACI 301) OR HOLLOW BLOCK (ASTM C90).
"V' PANEL AIR FLOW
SOFFff FREE FLOW AREA % FREE FLOW
fn2/ft2) AREA
PERFORATED 11.23 7.8%
I.R..250" Typ
.072" MIN t�-
-
VIEWA - A
PERFORATION DETAIL
2X SCALE
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I-- .250"
F- A
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TYP.
1.81z'
5.963N'
OSTANDARD PERFORATED V PANEL SOFFIT
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TYP. o
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TYP.
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FOR REFERENCE
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SHEET 4 OF 4