HomeMy WebLinkAboutEVALUATION REPORT - SOFFITSa
C
R W Building Consultants, Inc.
Consulting and Engineering Services for the. Building Industry
P.0, Box 230 Valrico, FL 33595 Phone 813.659:9197
Florida Board of Professional Engineers Certificate of Authorization No. 9813
SCANNED..
BY.
St Lucie Codnty
Product
Category
Sub Category.
Manufacturer
Product Name
j
Amerimax Home Products;. Inc.
Panel Walls
Soffits
450 Richardson Drive
Standard V Panel and Standard Perforated V Panel.
Lancaster, PA 176.04
Aluminum Soffit
Telephone: 717.228.3714
Scope: This is a Product Evaluationreport issued by'R W Building Consultants, Inc. and Lyndon F. Schmidt,-P.E. (System ID #
1998) for Amerimax Home Products, Inc: based on Rule Chapter No..61G20-3,.Method ID of the State of Florida Product.
Approval, Department of Business & Professional Regulation.
1 RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest. in the company.
manufacturing or distributing the product or in any other entity involved in_the approval process of the product named
herein.
Limitations:
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 not covered by the details of drawing FL-5896.1 require .further engineering analysis by a licensedengineer or
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 strips.
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.
1. Test
TEL
G91
2.. Drai
.No.
3: Calc
Ancl
4. Qua
Certi
Man
man
with
i Documents:
)ort No. ' Test Standard Testing Laboratory Signed bv.
1116-1 TAS 202-94 and TAS 203-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
1-109-18 TAS 100(A)-95 Architectural Testing, Inc. Joseph A: Reed, P.E.
No... Prepared by Sinned & Sealed by
696A RW Building Consultants; Inc. (CA#9813) Eysca;ass Lyndon F.:Schmidt, P.E.
Igoe a
_SCHPy�Jo��O� Signed &Sealed b
ions Prepared by
g RW Building Consultants; Inc. (CA #9813)' e®�,eG ` j� '� � ®
. . Ly
3�}ndon F. Schmidt,'P.E.
No 4"09 e d
lssurance °e'
e of Participation issued by'National Accreditation and 0
nest Institute; certifying that Amerimax Home Products, Inca is ®"D
products within a quality assurance STA I E' OF program that complies ®Q
Turing
1EC 17020,and Guide 53. o XV..'�` P `4 e
ee4S.•.-""u." 00
'leeooy,06 MIIC__ � % Lyndon F. Schmidt, P.E.
efl08u0otiu�� FLPE No. 43409
Sheet 1 of
7/17/2017
.1
OME PRODUCTS, INC.
450 RICHARDSON DRIVE, LANCASTER, PA 17604
PHONE: 717-228-3714
STANDARD V PANEL &
STANDARD PERFORATED V PANEL
ALUMINUM SOFFIT
GENERAL NOTES
R I. ihts product has been evaluated and'u In compliance with the 61h Edition (2017( Florida Building
Coda (FBC) structural requirements Including the Mgh Velocity Hurricane Zone" (HVHZ(.
2. Product anchors shall be as listed and spaced as shown on defogs. Anchor embedment to base
rmaterial shag be beyond wag 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 wag construction by others, must be designed properly to receive loads from the soffit
and/or 2' x 2" batten ships.
6. Ali connectors shall be corrosion resrstont.
7. Aluminum soffits sholl 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 COM E=
SHEET# DESCRIPTION
1 Typical elevation, design pressures & general notes
2 Typical anchoring detals&safth cletals
3 Typical anchronng details & so fit details
4 Bit of materials & componen s
r. .
ALUM. 3105-1-125 ALUM. 3105-1-125
12'STANDARD V PANEL 12"STANDARD PERFORATED V PANEL
(MAX 24"SPAN) - (MAX 24"SPAN)
'
DESIGN PRESSURE;(P.SF):
' '--
SOFFRTMODEL
POSmVE-
_
NEGATIVE.
12" STANDARD V PANEL SOFFITT
+50.0
-50.0
12" STANDARD V PANEL SOFFITT
+50.0
-50.0
(PERFORATED)
gyp: �_°umn
�Nr ftt �
va••
Lp m
f� y S C mW
1 `_ d�V 0LL6LL
SSS
NTTIITIW i
00
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--Z
=03/23 09
E N.T.S.. a
er: DWS
er: LF5 3
M14HI Ne.: �
FL-5896.1
ACTUAL ROOF PITCH VA
RAPIER (G = 0.42 OR BET
MAX. 24. O.C. SPACING
-TUAL ROOF PITCH VARIES EMBEDMENT
RER (G = 0.42 OR BETTER)
AX. 2r O.C. SPACING
� n
g a
W O.C. MAX. 9
24.O.C. EDGE
MAX. n DISTANCE
0
2 1
ETAIL "A• FOR 3
J CHANNEL INSTALLATION
TYP INSTALLATION ON A WOOD WALL SEE DETAIL W FOR
SOFFIT INSTALLATION [TYP.) TYP INSTALLATION ON A CBS WALL SEE DETAIL•A• FOR
J CHANNEL INSTALLATION
SEE DETAIL •B• FOR
SOFFIT INSTALLATION (TYP.)
EXISBNGSTRUCTURE
@11
HORIZON
�'' DETAIL A'
J CHANNEL INSTALLATION
EXISTING STRUCTURE
DETAIL "B"
SOFFIT INSTALLATION
INSTALLED AT EACH
PANEL OVERLAP JOINT
(12• MAX.O.C.)
* III
III�,i
is • .
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en DWS
er LFS E
Nq NO.: C
FL-5896.1 cc
1 2 ar 4 C
y
24' O.C. M!> JC. SPACING FOR
THE STRUCTURAL SUPPORT
(BY OTHERS) OF THE
T' X 7 BATTEN STRIPS
OVERLAP JOINT.
SEE MAIL "A'SHEET.2
FOR J CHANNEL INSTALLATION
2 1 7 B SEE DETAIL'S' SHEET N2
FOR SOFFT INSTALLATION
ACTUAL ROOF PITCH VARIES
RAFTER (G= 0.42 OR BETTER(
MAX. 24' O.C. SPACING
O.C. MAX.
7',
BATTEN S'
O.C. MAX.
TYP INSTALLATION ON A WOOD WALL o
24'MAX. - ACTUAL ROOF PITCH VARIES
24" O.C. MAX. SPACING FOR RAFTER (G =0.42 OR BETTER)
THE STRUCTURAL SUPPORT MAX. 24" O.C. SPACING
(BY OTHERS) OF THE
7X7BATTENSTRIPS MBEDMENf SOFFITOVI
5 CUT O I NSTALLED AT EACHIl
NEL OVERLAP JOINT.
(TYP.) ,• ..
14' o.C. 7 g a -°
7 MAX. • a
g
_______________ 4 ° EDGE
DISTANCE
SEEDETAIL'A'SHEETR2
- FOR J CHANNEL INSTALLATION
3 2 g SEE DETAIL"' SHEET N2
FOR SOFFIT INSTALLATION
�3 TYP. INSTALLATION ON A CBS WALL 24'O.C. MAX.
1 LOOKING UP ® SOF7TT
3 N.T.S.
R=5896.1
n 3 a 4 i
BILL OF MATERIALS
ITEM
DESCRIP ION
MATERIAL
1
STANDARD V PANEL SOFFIT 0.01T THK. ALUMINUM 3105 H251
ALUMINUM
2
STANDARD PERFORATED V PANEL SOFFIT 10.017°THK. ALUMINUM 3105 H251
ALUMINUM
3
STANDARD CHANNEL 0.0175' THK. ALUMINUM
ALUMINUM
4
11 GA. 0.125' MIN. x 1' LONG ROOFING NAIL WITH 7/16' DIA. HEAD
STEEL
5
#B x 1' PPH SMS
STEEL
6
T x 2' BATTEN STRIP SOUTHERN YELLOW PINE G = 0.55 OR BErrER
WOOD
7
10d COMMON NAIL 3' LONG
STEEL
8
#8x2-1/TPFHWOODSCREW
STEEL
9
3/16'x2.3/4"ELCO ULTRACON CONCRETESCREW;EMBEDMENT=I257 MIN.,
DISTANCE =1' MIN., CENTERLINE TO ADJACENT ANCHORS = 4' MIN.
STEEL
_� Vie$• o,
al kA �
r .m.
6' 6'
SUBSTRAIE NOTES: gam, 'd"
1. WOOD SUBSTRATE: G = 0.42OR BETTER O.R..020' TYP. c yw'
E MASONRY SUBSTRATE 3,000 PSI CONCRETE (ACI 301) OR HOLLOW BLOCK (ASTM C90).
T -:1 —f
"V'PANEL
SOFFff
AIRFLOW
FREE FLOW AREA
9 FREE FLOW
BM/
AREA
PERFORATED
11.23
1 7.8%m
A
2
LR..250^TYP.
_
z
f .07T MIN
�-"--
= VIEW A - A
E PERFORA71ON DETAIL
- _ 2X SCALE
i--2517 0.21 h--
E
1' o
O STANDARD V PANEL SOFFIT
RIB.125RX.02DP.
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IN
. 0.121 n ^1 VIEW SHOWN
02S
L-A 0.5" TYP. o 1 FOR REFERENCE
TYP.
1917 TYP, .470' R.05TTYP.
OUTSIDE
6° 5.9634'
1.21' n
21 P.- c STANDARD "J" CHANNEL
O.R..O2QrTYP.
T I A
I-----250" D2T I-� .
1'
o '4
O STANDARD PERFORATED V PANEL SOFFIT
RIB .125 R X.02 DP.
0.
r *a
1 "
w
LL
n�
e LFS ;
mC NO-' m
m
FL-5896.1 n
T 4 or 4 O