HomeMy WebLinkAboutEVALUATION REPORTSCANNED
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R W Building Consultants, Ir
Consulting and Engineering Services for the Building Indi
P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.
RECEIVE
AUG 31 201
ST. Lucie County,
Product
Sub Category
Manufacturer
Product Name
�i
Category
Amerimax Home Products, Inc.
450 Richardson Drive
P
O— rd V that Pedonitastt
Panel Walls
Soffits
Lancaster, PA 17604
tNrl �ofit
Telephone: 717.228.3714
u
Scope: This is a Product Evaluation report issued by RW Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (Syst ID #
1998) for Amerimax Home Products, Inc. based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florid Product
Approval, Department of Business & Professional Regulation.
II
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the comp ny
manufacturing or distributing the product or in any other entity involved in the approval process of the product na ed
herein. 1
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural req irements
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 wa dressing
or stucco.
3. Site conditions not covered by the details of drawing FL-5896.1 require further engineering analysis by a licensed engineer o
registered architect.
4. Wood/CBS wall construction, by others, must be designed properly to receive loads from the soffit and/or 2" x 2° batten stripsli
5. All connectors shall be corrosion resistant.
6. Aluminum soffits shall conform to the specification and labeling requirements of FBC Section 1709.10.
7. The perforated panel soffit has been tested for Wind Driven Rain according to TAS 100(A):
8. See drawing FL-5896.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 05-1116-1 TAS 202-94 and TAS 203-94 Testing Evaluation Lab.,lnc. Wendell W. Haney P.E.
G9146.01-109-18 TAS 100(A)-95 Architectural Testing, Inc. Joseph A. Reed. P
2. Drawing No. Prepared by Signed & Sealed
g (�Rc�.aa; Lyndon F. Schmidt, E.
No. FL-5896.1 RW Building Consultants, Inc.. CA#9813) � � ocQcf Y
3. Calculations Prepared by A�� �,-, O E ,ti! &, s c�o� Signed &Sealed b.
Anchoring RW Building Consultants, Inc. (CA #9813)
Ho d�Lyndon F. Schmidt, I .E.
o c;.; 409 °
4. Quality Assurance o
Certificate of Participation issued by National Accreditation and
Management Institute, certifying that Amerimax Home Products, Inc. is •� o Spa ra a E OF
manufacturing products within a quality assurance program that compliesAl
with ISO/IEC 17020 and Guide 53.E
` L G t���� Lyndon F. Schmidt, E.
FL PE No. 4 09
Sheet 1 of 1
HOME PRODUCTS, INC.
450 RICHARDSON DRIVE, LANCASTER, PA 17604
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 an 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 property to receive loads from the soffit
and/or 2" x T' 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.
B. The perforated panel soffit has been tested for Wind Driven Rain according to TAS 100(A).
TABLE OF CONMM
SHEErR
DESCRIPTION
1
Typical elevation, design pressures & general notes
2
Typical anchoring decals & soffit details
3
Typical anchoring detals & soffit detaiiis
4
BIII of motericils & components
ALUM. 3105-H25
12'STANDARD V PANEL
(MAX 24"SPAN)
ALUM.3105-H25
12" STANDARD PERFORATED V PANEL
(MAX 24"SPAN)
;DESIGN PRESSURE (PSO:
-" :: :SOEFirTMODEL`
POSITIVE:
,::NEGATIVE._
12" STANDARD V PANEL SOFFITT
+50.0
-50.0
12" STANDARD'V PANEL SWIM
+50.0
-50.0
(PERFORATED) •!
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FL-5896.1
.T 1 OF 4
0
TYP INSTALLATION ON A WOOD WALL
V
SGSTWG STRUCTURE
6
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4
10
HORIZONTALLY
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"A
DETAIL
J CHANNEL INSTALLATION
n
a
"TUAL ROOF PITCH VARIES
M IG=0.42OR BOYER)
NX.24" O.C. SPACING
I6' O,C. MAX.
—_ETAIL%1 FOR
J CHANNEL INSTALLATION
SEE DETAIL "6 FOR
SOFFIT INSTALLATION (TYP.)
EXISTING STRUCTURE
DETAIL "B"
SOFFIT INSTALLA77ON
ACTUAL ROOF PITCH VARIES
RAPIER (G = 0.42 OR BETTER)
MAX 24' O.C. SPACING
•
d ,
°de
TYP INSTALLATION ON A CBS WALL L SEEDETAIL"A FOR
J CHANNEL INSTALLATION
SEEDETAIL"B"FOR
SOFFIT INSTALLATION (TYP.)
INSTALLED AT EACH
PANEL OVERLAP JOINT
(12'MAX.O.C.)
EDGE
DISTANCE
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24" O.C. MAX. SPACING FOR
THESTRUCTURALSUPPORT
(BY OTHERS) OF THE
2" X 7' BATTEN STRIPS
.ETD AT EACH
OVERLAP JOINT.
SEE DETAIL A SHEET #2
FOR J CHANNEL INSTALLATION
3 2
SEE DETAIL V SHEET #2
g
FOR SOFFIT INSTALLATION
TYP, INSTALLATION
3
ON A WOOD WALL
24" O.C. MAX. SPACING FOR
THE STRUCTURAL SUPPORT
(BY OTHERS) OF THE
2" X 2" BATTEN STRIPS
NSTALLEO AT EACH
-(Dp
AN(1 OVERLAP JOINT
SEEDEAIL A SHEET#2 —�
FOR J CHANNEL INSTALLATION
SEE DETAIL V SHEET #2
FOR SOFFIT INSTALLATION
1
3 TYP. INSTALLATION
ON A CBS WALL 24'
ACTUAL ROOF PITCH VARIES �� 0'�,••''��-•
RAFTER (G=0A2OR BETTER)
MAX. 24" O.C. SPACING
8�18' O.C. MAX.
7':
/
7
BATTENSI
16 O.C.MAX.
B
ACTUAL ROOF PITCH VARIES
RAFTER (G =0A2OR BErM)
MAX. 24" O.C. SPACING
MOMENT
SOFFITOVI
CUT OU
G
1 LOOKING UP ® SOFFIT
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FL-5896.1 °a
. 3 of 4 n
BILL OF MATERIALS
REM
I DESCRIPTION
MATERIAL
1
STANDARDV PANEL SOFFIT 0.0I7-THK. ALUMINUM 3105 H251
ALUMINUM
2
STANDARD PERFORATED V PANEL SOFRT O-017"THK.ALUMINUM 3105H25
ALUMNUM
3
STANDARD"J"CHANNEL OAI75'THK.ALUMINUM)
ALUMINUM
4
JIG 0.125' MIN. x 1" LONG ROORNG NAIL WfIH 7/16" DIA. HEAD
STEEL
5
ii8 x 1" PPHSMS
STEEL
6
2' x 2" BATTEN STRIP SOUTHERN YELLOW PINE G = 0.55 OR BETTER
WOOD .
7
1 Od COMMON NAIL IT LONG
STEEL
8
108x2-I/7'PFHWOOD SCREW
STEEL
9
3/1Vx 2-31,V ELCO UURACON CONCRETE SCREW, EMBEDMENT=1.25 MM.,
EDGE DISTANCE =1"MIN., CENTERLNE TO ADJACENT ANCHORS = 4' MIN.
STEEL
SUBSTRATE NOTES:
1. WOOD SUBSTRATE: G = OA2 OR BETTER
2. MASONRY SUBSTRATE: 3,000 PSI CONCRETE (ACI 301) OR HOLLOW BLOCK (ASTM C90).
"V" PANEL
l±fR Flow
SO F
fREEFiOINAREA
:AREA
PERFORATED
11.23
7.876
LR.,250"TYP.
.077' MIN
VIEW A - A
PERFORATION DETAIL
2X SCALE
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1.21'
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OSTANDARD V PANEL SOFFIT
1 RN.125RX.02DP.
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-A 0.91 TYP. o
1YP. O-
1.81T TYP.
N
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Y
VIEWSHOWN
FOR REFERENCE
R.O50"TYP.
OUTSIDE
OSTANDARD "J" CHANNEL
0.27"
wth 0312310
" I�-
N.T.S.
1" c owo. BY: DWS
OSTANDARD PERFORATED V PANEL SOFFIT cim BY. LFS
2 RIB .125 R X .02 DP. owoxmo No--
FL-5896.1
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