HomeMy WebLinkAboutSUBMITTED PAPERSi
s
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: 1 Ic-;�Q /,!go I q 5CANNED Permit Number: VC . J
8Y- ) �
= , St. ucit- County
- Building Permit Application
Planning and Development Services
Building and Code Regulation. Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential
PERMIT APPLICATION FOR: Shed site built
PROPOSED IMPROVEMENT LOCATION:
Address: 3777 Sage Court
Legal Description: Savanna Club Plat Three Blk 26 Lot 10 (or 3644-1041)
Property Tax ID #: 3425-703-0267-000-1
Site Plan Name: Caouette
Project Name: Caouette
Setbacks Front ✓'
Back: �r Right Side: %O�r Left Side:
IV N
Lot No. 10
Block No. 26
I DETAILED DESCRIPTION OF WORK: I
W-der (fYi -I Car t'-014 .
CONSTRUCTION INFORMATION:
Additional work to a er orme under this permit- check a apply:
E1HVAC E] Gas Tank Gas Piping _ Shutters Q Windows/Doors
Electric ❑ Plumbing EIS rinklers Generator Roof
total Sq. Ft of Constructio.-n-11 CR S . Ft. of First Floor: _
Cost of Construction: $ � ;f Sz) • 00 Utilities: _SewerSeptic
Building Height:
OWNER/LESSEE:
CONTRACTOR:
Name Donald Caouette
Name: Gary Whigham
Address: 3777 Sage Court
Company: South Florida Aluminum Product
City: Port St. Lucie State: FI
Zip Code: 349859 Fax:
Phone No.
Address: 4801 South US Highway 1
City: Fort Pierce State: FI
Zip Code: 34982 Fax: 772-466-1074
Phone No. 772-466-0913
E-Mail:
Fill in fee simple Title Holder on next page ( if different
from the Owner listed above)
E-Mail: sfapbooks@soflalum.com
State or County License: CRC1330712
IT value or construction is acSUU or more, a RECURDED Notice of Commencement is required.
3
`` III SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: Not Applicable
Name: suncoast
Address:
City:
Zip:
Phone: 727-532-9000
FEE SIMPLE TITLE HOLDER:
Name:
Address:
City:
Zip: Phone: _
State
Not Applicable
MORTGAGE COMPANY:
Name:
Address:
City:
Zip: Phone:
BONDING COMPANY:
Name:
Address:
City:
Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
Not Applicable
State:
_Not Applicable
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home,Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your pro Notice of Commencement must be recorded and pos don the jobsite
before the first inspect' If yo intend to obtain financing, consult with lender or attorne�yr before
commerj-i work or ecordi your Notice of Commencement.
/Ile /%_'Z_
ure of Owner/ Agent/ Lessee
STATE OF FLORIDA
COUNTY OF Saint Lucie
Contra ctor/L4Cdnse-flolder
STATE OF FLORIDA
COUNTY OF Saint Lucie
The forgoing instrument was acknowledged before me The for oing instrument was acknowledged before me
this � day of _ 20 14 by this day of September . 2014 by
Gary Whigham 1 Gary Whigham
(Name of person acknowledging) (Name of person acknowledging)
( a ure ovary Public- State of Florida )
Personally Known X OR Produced Identification
Type of Identification Produced
Commission No. FF074898 (Seal)
�;:::�ee.� SABRINA BUTLER
Revised 07/ 15/2014 EXPIRES: December 8, 2017
BondedThruBudgetNotaryServices
(Si e o Notary Public- State of Florida )
Personally Known X OR Produced Identification
Type of Identification Produced
Commission No. FF074898 (Seal)
ti"ar Pu SABRINA BUTLER
EXPIRES: December 8, 2017
v���°� BondedThruBudgetNotaryServices
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Latitude: 27.3123
Longitude:-80.2863
ASCE 7-10 Wind Speeds
(3-sec peak gust MPH*):
Risk Category I: 148
Risk Category II: 161
Risk Category III -IV: 172
MRI** 10 Year: 88
MRI** 25 Year: 108
MRI** 50 Year: 120
MR[** 100 Year: 132
ASCE 7-05: 141
ASCE 7-93: 100
*MPH(Miles per hour)
**MR[ Mean Recurrence Interval (years)
Users should consult with local building officials
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rre(q�u'irre,�ments that govern.
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Florida Building Code Online
4
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Profiessi ���*USER:Product Approval '
Public UserLRegulation :.� (OPY
M. Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL11321-R1
Application Type
Revision
Code Version
2010
Application Status
Approved
Comments
Archived
El
Product Manufacturer Builders Hardware Inc.
Address/Phone/Email 5615 E. Powhatan Ave
Tampa, FL 33610
(800) 966-7753
jngodwin@bhitampa.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Z Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E.
developed the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Ryan J. King, P.E.
[ Validation Checklist - Hardcopy Received
Certificate of Independence FL11321 RI COI Certificate of Independence.ndf
Referenced Standard and Year (of Standard) Standard Year
ASTM E1886 2002
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIL5Kl5SWldxl s4dn1Rt2tOf0... 10/9/2014
Florida Building Code Online
4
t
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
ASTM E1996 2002
ASTM E330 2002
TAS 201, 202, 203 1994
Method 1 Option D
02/09/2012
02/13/2012
02/23/2012
04/03/2012
Summary of Products
FL # IlModel,
Number or Name
Description
11321.1
rglass Door
Up to a 3'0 x 6'8 Opaque "Impact" Fiberglass Single Door
=F��
(X configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11321 R1 II INST 11321.1.r)df
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 11321.1 for any additional use
FL11321 R1 AE EVAL 11321.1.Ddf
limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
11321.2
b. Fiberglass Door
Up to a 3'0 x 6'8 Opaque "Impact" Fiberglass Single Door
with a Sidelite (OX or XO configuration)
Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11321 R1 II Inst 11321.2.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 11321.2 for any additional use
FL11321 R1 AE EVAL 11321.2.odf
limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
11321.3
c. Fiberglass Door
to a 3'0 x 6'8 Opaque "Impact" Fiberglass Single Door
FWU!l
th a Sidelite (OXO configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11321 R1 II Inst 11321.3.Ddf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 11321.3 for any additional use
FL11321 R1 AE EVAL 11321.3.odf
limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
113Z�1.4
d. Fiberglass Door
Up to a 6'0 x 6'8 Opaque "Impact" Fiberglass Double
�Door(XX
�, ..
configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11321 R1 II Inst 11321.4.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIL5KI 5SWldxl s4dmRt2tOf0... 10/9/2014
Florida 'Building Code Online
0
Design Pressure: N/A
Evaluation Reports
Other: See INST 11321.4 for any additional use
FL11321 R1 AE EVAL 11321.4.pdf
limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
11321.5 e. Fiberglass Door
Up to a 6'0 x 68 Opaque "Impact" Fiberglass Double
Door with Sidelites (OXXO configuration)
Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11321 R1 II Inst 11321.5.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 11321.5 for any additional use
FL11321 R1 AE EVAL 11321.5.pdf
limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
11321.E
f. Fiberglass Door
Up to a TO x 8'0 Opaque "Impact" Fiberglass Single Door
(X configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11321 R1 II Inst 11321.6.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 11321.6 for any additional use
FL11321 R1 AE EVAL 11321.6.pdf
limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
11321.7
g. Fiberglass Door �FUp
to a 3'0 x 8'0 Opaque "Impact" Fiberglass Single Door
with a Sidelite (OX or XO configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11321 R1 II INST 11321.7.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 11321.7 for any additional use
FL11321 R1 AE EVAL 11321.7.pdf
limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
11321.8=F�rglass
Door
Door
Up to a 3'0 x 8'0 Opaque "Impact" Fiberglass Single Door11321.8
a Sidelite (OXO configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL11321 R1 II INST 11321.8.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 11321.8 for any additional use
FL11321 R1 AE EVAL 11321.8.pdf
limitations, installation instructions and product
Created by Independent Third Party: Yes
Darticulars.
11321.9 �i. Fiberglass Door Up to a 6'0 x 8'0 Opaque "Impact" Fiberglass Double
Door(XX configuration) Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11321 R1 II Inst 11321.9.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 11321.9 for any additional use FL11321 R1 AE EVAL 11321.9.pdf
limitations, installation instructions and product Created by Independent Third Party: Yes
Darticulars.
11321.10 j. Fiberglass Door Up to a 6'0 x 8'0 Opaque "Impact" Fiberglass Double
Door with Sidelites (OXXO configuration)
Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11321 R1 II INST 11321.10.Ddf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIL5Kl 5SWldxl s4dmRt2t0fO... 10/9/2014
Florida Building Code Online
0
Design Pressure: N/A
Other: See INST 11321.10 for any additional use
limitations, installation instructions and product
particulars.
Evaluation Reports
FL11321 R1 AE EVAL 11321.10.pdf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not
send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.
*Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public
record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.
To determine If you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
] ® eCliec: M
5ecuritYktt,ritiv,v
ffig� ��`# a �i� �t
"' #
http://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvIL5Kl 5 S Wldx 1 s4draRt2tOffl... 10/9/2014
Builders
Hardware
' nc.
5615 E. POWHATAN AVE
TAMPA, FL 33610
OPAQUE FIBERGLASS DOUBLE DOOR
INSWING / OUTSWING
'IMPACT'
GENERAL NOTES
7. This product has been evaluated and is in compliance with the 2010 Florida Building Code
(FBC) structural requirements excluding the'11igh 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. When used in areas requiring wind bome debris protection this product complies with
Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product
meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section
1609.1.2.4 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown
for 2x buck masonry construction.
S. Site conditions that deviate from the details of this drawing require further engineering
analysis by a licensed engineer or registered architect.
TABLE OF CONTEN73
SHEEP#
DESCRIPTION
1
Typical elevation, design pressures, & general notes
2
Door panel details
3
Hor6 ntal cross sections
4
Vertical cross sections
5
Buck and frame anchoring - 2X buck masonry construction
6
Frame anchoring - I X buck masonry construction
7
1 Astragal details
8
Bill of materials & components
S
c
74.09' MAX. OVERALL FRAME WIDTH �{
0 0
Z �
12
12
O
5=
O
> u+
X O X
0 0
m o
m
CF?Vflt'AtL t?ES/G(�t PR7 SSt71i (P5F3
SWfNG ItAAiTE
_ f3lME7USfON POSITIVE ri1GGAl'14'.6
INSWING 74.00"x82.W' +50.0 -50.0
OUTSWING 74.00" x 80.50" +50.0 -50.0
uE: N.T.S.
G.6r: AL
c W. LFS
WING NO.:
FL-11321.4
xr _L of 8
47 EXTERIOR 46 44 qy e
43 g .,
aZNZ
0
INTERIORoc
Z
D er 3
�11 HORIZONTAL CROSS SECTION 41 u 8
2 8
0
35.75' MAX. T 300
DOOR ry �go
' J
PANEL WIDTH, L
EXTERIOR INTERIOR w� �
2 i-- .185' m o
roP RAH
402 iZEINFORCEMENT WOOD �1[A1CH d HINGE STILE
r-- CeWlar PVC � � Cellula PVC
1 IM, a a
1.00 m
w
SEE HARDWARE TABLE 1
b ry m
�
a MJ
O � .. [°` O
0 2 X o
BOTTOM RAIL t l LATCH E HINGE STILE
Celiula PVC Reinfacemeni o
ry �+
n p
N
N Q
D 4$ p
DOOR PANEL Z
o�re92508
[2� VERTICAL CROSS SECTION Mr. N.T.S.L
y mvc. BY.- AL
cwC. W.LFS
DRAWM ND-
FL— 11321.4
SHM 2 or 8
.;_; . ':•,,,,TLNRD_ V%�i.1tE,Ti1RLE. .. ._ ..;... ..:
LOCK SIGNANRE SERIES
DEADROti: SIGNANRE SERIES (9!%IJ
YAIE
�' YH COLLECTION
DEADROl1: YH COLLECTION (RD SERIES)
SCHUGE
LOCK 'F SERIES
DEADROIi: Rd0l62
A
1-1/4"MIN.
EMB- (TYP.)
4
as <
$ Inswing shown - outsving
also approved
a
EXTERIOR
INTERIOR
1-1/4"MIN.
EMB- (TYP.)
EXTERIOR
INTERIOR u H
9 10
/'4"\ HORIZONTAL CROSS SECTION
2 HORIZONTAL CROSS SECTION
9 Inswing shown - outswing
also approved
J Shown w/l X sub -buck
0.15,
CSINK -
(TYP-)
EXTERIOR
INTERIOR
1-1/4"MIN.
EMB. (TYP.)
p .
°
HORIZONTAL CROSS SEC7/0N
3 IrlsMng shown - outswing
also approved
M. N.T.S.
:. BY: u
BY: IFS
ONG No.-.
Ft_-11321.4
ET 3 of 8
n
a` v
E
d:
< d
�D''
•d,
0 Sim Q y\IL
B
D
J
d
_ 03 y
L
\�$
za
gm= 3s(11.
o
a 5 C!
A
C
C
�m•�
s z
�u7
^^K,,
E V �ti
vla
40
D
c
z
40
20
7=a
20 0 j f_
7
21
z
21
3o
w
pq
yr
INTERIOR
EXTERIOR
INTERIOR EXTERIOR"
a
W
0
U
1
VERTICAL CROSS SECTION
2 VERTICAL CROSS SECTION
4
Inswing shown - outswing
also approved
�4J Shown w/1X sub -buck
s rz
o
a
r5
INTERIOR
EXTERIOR
a
a
m
INTERIOR EXTERIOR
40
7 40
z
v)
30
—
31
�
33
za�
z a
o
6
�m
F
F
E
d
'0
j
Wz
U
'Z
DAIS 9125108 i
sruL N.T.S. 9
��VERT►CAL
CROSS SECTION
VERTICAL CROSS SECTION
vxc AL m
a+y. ffe LFS 3
4
Inswing configuration
4 Outswing configuration
DRAWM ND.:
FL-11321.4 0
a
sHm 4 of 8 1°
5"
4'
D II
TYP. HEAD
MASONRY
& JAMBS
OPENING
ASTRAGAL II
2X BUCK-,,,..
SHOWN FOR
REFERENCE II
tz�
ONLY I I
z
0
BUCKANCHORING
6"
28
t5
SEE DETAIL
MASONRY
TYP. HEAD &
OPENING
JAMBS
.5
FRAME
ASTRAGAL
LATCH DEADBOLT DETAIL
SHOWN FOR
o
ry
2X BUCK
REFERENCE
ONLY F TYP.
z
0
us
No
SILL
9
SEE DErAJL
100
s,
10
C,
10
Jm
3
HINGEJAMS
FRAMEANCHORING
ASTRAGAL STRIKE JAMS
0
��
Masonry 2X buck construction
of
CONCRETE ANCHOR NOTES:
I. Substitution of equal concrete anchors from a different supplier may have different edge
distance and center distance requirements.
Z Concrete anchor locations at the comers may be adjusted to maintain the min. edge
distance to mortar joints. If concrete anchor locations noted as "MAX. ON CENTER" must be
adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded.
3. Concrete anchor table:
......
Irw
................
MOVE
..............
1pv
SEAR=
.-IMAENOW
... ... . .... ..
................ .........
1-1/4-
ti.................. .. .
........ . . . . . . . . . . . . . . . . . . . . . . . . . . . .
........ .........
2-1/r
. .. . .............. ................... . . ..
........................................ .............
LEi1RA
................ ....................
r
f
ELCO
Tire
1-1/,r
1.
4'
L HOLE
3/9'DIA.
DETAIL I
Inswing configuration
L 3
DEMIL2
HINGE DETAIL
HOLE
3/8" DIA.
DETAIL I
Outswing configuration
Uz- N.T.S.
3. Bn AL
C. M. LFS
ZFE:
FL— 11321.4
MF 5 OF 8
9
6"
3
5
SEE DETAIL• 2 J. 2r
II o9o�Psv�
TYP. HEAD &
MASONRY JAMBSII
9
OPENING HINGE DETAIL II
z
0
FRAME
w Cap
ASTRAGAL
SHOWN FOR
II REFERENCE ONLY
ry IX BUCK
Q,
w
TYP.
F 0
SILL of�
SEE DETAIL I I LATCH &DEADBOLTDETAII
HINGE JAMS FRAME ANCHORING ASTRAGAL SMIKEJAMB
Masonry IX buck construction z
V2�.Or
CONCRETE ANCHOR NOTES
1. Substitution of equal concrete anchors from a different supplier may have different edge
distance and center distance requirements. DETAIL 2
Z Concrete anchorlocations at the comers may be adjusted to maintain the min. edge
distance to mortarfialnts. it concrete anchor locations noted as MAX. ON CIENTR"must be
adjusted to ma[htdn the min. edge distance to mortarjoints, additional concrete anchors HOLE
dimensions are not exceeded. 3/&'DIA.
may be required to ensure the "MAX ON CENTER" d'
3. Concrete anchor table:
.... .. ... .... . .
M
............. ..... ............... ........................ . . ........... .......... ............ ......... .... z ............ ............... .
...................... ................
ITW 2-IM HOLE WAM N.T.S.
ELCO 1/4" 3/9'DLA. M. BrY. AL
4' CHK BY: LFS
DETAIL I DETAIL I DRAMNO No.:
ITW 1 3/16- 2-5/r 2-1/4' Inswing configuration Outywing configuration FL— 11321.4
SHMT OF
0
63 TYP. O
8.� S
Z.
0.5° tj
min v
2 o z
3.S 3S S9oog•v
1125" n�umo `o
11.25
19.75
3225' 31H
35'75' 35.25
37.75 w
0o a
O�o 0y
J
ASTRAGAL SCREW LOCATIONS w� �
z
0
a
�m
3.99"
0.478" • i — 0.478"
1.75
z
0
N W
0.975' I J� bOf
00.335' o �,
a 20.000" �
00.346"
P10.168"
N ¢ f
60 ASTRAGAL �1CONCEALEDSTIFFENER o
64 SLIDE BOLT ROD =
w
Typ. fop & bottom z o°
olashagoi
to through 1.9r DAM 9 25 OB °
bottom through 1.98" _
sraE N.T.S. °
vxc. BY, AL m
OK BY. LFS 3
MWM 1o.; R
FL-11321.4 0
0
SHEET _L of 8 °
BILL OF MATERIALS
ITEM
DESCRIPTION
MATERIAL
A
iXBUCKSG>=0.55
WOOD
B
2XBUCKSG>=0.55
WOOD
C
1/4"MAX. SHIM SPACE
D
1/4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
1 /4" X 2-1 /4" PFH ELCO OR ff W CONCRETE SCREW
STEEL
G
3/16" X 3-1 /4" PFH Tf1V CONCRETE SCREW
STEEL
H
1/4" X 3-1 /4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
J
1 /4" X 3�/4" PFH ELCO OR fTW CONCRETE SCREW
STEEL
L
# 10 X 2-1 /7' PFH WOOD SCREW
STEEL
3
ASTRAGAL STRIKE PLATE ®HEAD
STEEL
6
SEALANT
SILICONE
7
WEATHERSTRIP
FOAM
9
4" HINGE
STEEL
10
# 10 X 3/4"PFH WOOD SCREW
g�
20
JAMBFINGER-JOINT-PINE
WOOD
21
POLYFIBER COMPOSITE JAMB
POLYFlBER
23
#8 X 3" PFH WOOD SCREW
STEEL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT PLATE
STEEL
3o
DOOR SWEEP
31
OUTSWING THRESHOLD BY DLP (QOSHJ
ALUM. WOOD
33
INSWING THRESHOLD BY DLP ISCS
ALUM. WOOD
40
DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
41
DOOR SKIN (MIN. 0.675' THICK) PLAIT-PRO/NANYA Fy = 11,063 PSI MIN.
FIBERGLASS
42
TOP RAIL
CELLULAR PVC
43
LATCH &HINGE STILE
CELLULAR PVC
44
REINFORCEMENT WOOD FOR LOCKS
WOOD
45
BOTTOM RAIL
CELLULAR PVC
46
FOAM CORE
POLYURETHANE
47
LATCH &HINGE STILE REINFORCEMENT
LVL
60
ASTRAGAL 6063-TS ALUMINUM BY DLP
ALUMINUM
61
CONCEALED STIFFENER 6063-T6 ALUMINUM BY BUILDERS HARDWARE
ALUMINUM
62
SLIDE BOLT ROD
STEEL
63
#8 X 7' PPH SCREW
STEEL
5
z
e R '
$n N
" N
a o i
hzm "a
oA® e=
o gmoEo
sot °
(�---- 4.56° r 4.56"
o a
`e ^, c
K �i43
20 HEAD d SIDE YI HEAD d SIDE u�
Jamb Poly mx rlamb g
QQ
o_
�i m� m�
o
0
m
�1 Q� WING THRESHOLD ��NSWING THRESHOLD Z
�cs o
o to
N
Q
k'
0
z
$----.o
p
DAIS 9125108
i
SCALE- N.T.S. °
CHK Dr. LFS i
DRAMG NO.:
FL-11321.4 0
a
%UM 8 OF 8 B
MIAMI•Du4DE
��
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
1070 Technology Drive
North Venice, FL 34275
MIAM I-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
Nvwlv.miamidide.gov/l)el-a/
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -
Product Control Section to be used in Miami Dade County and -other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SH-200" Aluminum Single Hung Window — N.I.
APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation"
sheets 1 through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
:distributors and ".a'1 be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 11-0614.01 and consists of this page I and evidence page E-1, as well as
approval document mentioned above,
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI•DADE COUNTYS NOA No. 11-100.12
Expiration Date: September 01, 2016
Approval Date: December 08, 2011
Page I
=' PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" Sheets 1
through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of series SH-200 aluminum
single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-6479, specimens I thru 26, dated 03/28/11, signed and sealed by Marlin D.
Brinson, P.E.
(Submitted under previous NOA #11-0614.01)
C. CALCULATIONS:
1. Anchor verification calculations and structural analysis, complying with FBC-2007
and FBC-2010, dated 06/08/11 and updated on 10/07/11, prepared, signed and sealed
by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11,
signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony
Lynn Miller, P.E.
3. Proposal No.10-1066 issued by BNC, dated 11109110, signed by Ishaq Chanda, P. E.
G. OTHERS
1. Notice of Acceptance No. I1-0614.01, issued to PGT Industries for their Series "SH-.
200" Aluminum Single Hung Window —N.I., approved on 09/01/ d expiring on
09101116.
Man crez, P.E.
Product Cont Examiner
NOA No: i 1=1013.12
Expiration Date: septemberV1; 2016
E-1 Approval Date: December 08, 2011
-- - =. �L1w cw nyly-ImrAGI SINGLE HUNG WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE
MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 8, SHEET 4 & 5,
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE S. SHEET 4. ALL WOOD BUCKS LESS THAN
1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE.. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS
OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 8, SHEET 4 & 5. NARROW JOINT SEALANT IS USED ON ALL
FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS.
8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOACS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E1300,
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER.ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO
REQUIREDTHE EIN THE DESIGN OF
THIS PRODUCT. THE 1 8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-8479; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS-2005
FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL.
10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR
4001 SERIES (FIN FRAME).
WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE
SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3
HEIGHT
I� WIDTH -«--�
EOUALLITE
PROVIEW/OnIEL
--------
WIDTH -►{
-----
HEIGHT
M01Ue TOP EOUAL LITE
ARC/ITOP PROVIEW/ORIEL
53-1/8"" TIP -TO -TIP WIDTH —
52,1/8" BUCK WIDTH
NO ANCHORS 49-1/8"
REQUIRED IN VISIBLE LIGHT
FLANGE -- g"MqX.
FRAME HEAD -` B
8" MAX, FROM �•- - - -._. J _ - 35-112"
CENTER OF - /77)VISIBLE
MEETING 21" LIGHT
RAIL ._ I I MAX. O.C. 78"
--F I TIP -TO
P
--}L—jL TIP
- - -- 77" HEIGHT
A BUCK
8" MAX, - - -� HEIGHT
CENTER OF
JJJ—�
MEETING
RAIL I / 23"
MAX. O.C.
MAX, B NO ANCHORS REQUIRED
IN FLANGE FRAME SILL
TYP. FLANGE FRAME ELEVATION
TESTED UNIT
DESIGN PRESSURE RATING IMPACT RATING
VARIES, NOT RATED FOR
SEE SHEETS 2 & 3 IMPACT RESISTANCE
\llllllll/j
* No.5B705
ca
o"ate II w
A STAT OF •'
A�
A. LYNN MILLER, P.E.
P.E.# 68705
52-118" BUCK WIDTH
_ 49-1/3"
VISIBLE LIGHT
3"MAX.
C4
7 1 VISIBLE
/ 8" MAX. O.C. LIGHT
C
I
77"
L._. BUCK
HEIGHT
3" MAX. J yD
8" MAX. O.C.
TYP. INTEGRAL FIN FRAME ELEVATION
CTESTED UNIT)
SHEETS:
GENERAL NOTES ........................
1
ELEVATIONS ................................
1
DESIGN PRESSURES........,...2
& 3
INSTALLATION, FLANGE .............
4
INSTALLATION, INTEGRAL FIN...5
ANCHOR QUANTITIES .................
8
GLAZING DETAILS .......................
7
CORNER ASSEMBLY ...................
7
EXTRUSION PROFILES................a
PARTS LIST...................................8
PRODUCT REVISED
ns complying Ilh the Fladh
Building atlOn Code
Revleed By; Date: RevleloP: Acceptnnu No I •. 013.
EnDirDnlc - 1�
JJ 10/10/11 2010 FBC NOTE By
ReW-d By. Dote: Revfelon: Ml�m' Dadc 1'raduct Cony
® Deecrfptlen: Drawn By:
GENERAL NOTES & ELEVATION J ROSOWSKI
1070 TECHNOLOGY DRIVE Title: Doti
N. P.O.B, FL 29 SINGLE HUNG WINDOW INSTALLATION 05/11/11
.O. BOX 1529
NOKOMIS, FL 34274 Serfae/Modal: Scale; Sheet: Droning No. Rev;
CERT. OF AUTH. #29298 SH-200 NTS 1 OF 8 MD-SH2O0-01 A
TABLE 1:
Maximum
Window
Sash Height'
Design Pressure (lbs/ft2) for Glass Type A, Fin & Flange Frame
Height'
(see Figure A, this sheet)
Maximum Window Width'
23"
11.9/18" (E ual Lite
q )
19.1/8"
+ 55,0 , •90.0
26-1/2"
+55.0 -90.0
33"
+55.01 •90.0
37"
.+55.0 I -90.0
41"
+55.0 I .90.0
45"
+55.0 1
qg'�
under,18-0/16"
+55.0 , -90.0
+55.0 , -90.0
+55.0 , -75.2
+55.0 , -65.5
+55.0
-90.0
+55.0 1
37"
18-9/16" (Equal Llte)
-9D.0
+55.0' -90.0
+55.0 -&1,2
+ 55.0' -14.5
, -57.3
+55.0 ' •66.5
+50.2 ,
+55.01
over13-9/16"
under
+55.0-90.0
+55.0' -90.0
+55.0 -75.2
.+55.0 •85.5
+55.0 -57.3
+50.2 -50.2
+44,8
15-7/8"
15 7/8"'thru 19-3/18"
+55.0 ! -90.0
+55.0 I .87.1
+55.0 I •73.4
+55.0 1 •83.8
+55.0 1 -66.6
+50.0 1 -50.0
+44,8 i
38.3/81,
19.114" (equal Lite)
+55.0 -90.0
+55.0
+55.0 -90.0
+55.0 , .78.7
+55.01 -68 0
+55.0 -58.5
+51.1 -51.1
+45,9 I
over19.114"
j -90.0
+55.0 , -90.0
+55.0 , • 22.7
+55.0 -72.5
+55.0 , -83.5
+55.0, -57.9
+54.2
under'i9-8116"
+55.0; .90.0
+55.0 -81.5
+55.0' -87.1
+55.0
+55.0' -73.4
+55.0' -63.8
+55.0' -56.8
+50.0' -50.0
+4q,g
45„
1 th,v 22-5/8" s
+55.0 I -90.0
-72.3
+55.01 •87.B
+55.01 61.3
+55.0 I -74.0
+55.01 -55.3
+55.0 I
+50.5 1 -50.5
+45,g l -4 .8
+q2.0 l .
2-9116
22-9116" (Equal Lite)
+550 " -90.0
+55.0 , -90.0
+55.0
-64.3
+55.0 1 .56.9
+50.1 1 -50.1
+44.8 1
over22-9/18"
+55.0' -81,5
+55.0' •72.3
, -78.8
+55.0' -fi1.3
+55.0 , •68.1
+55.0 , -58.5
+51.1 , -51.1
+46.0 ,
under'?0-1/8"
+55.0' -71.6
+55.01 -62.8
+55.0 -55.4
+55.0' -55.3
+50.31 -50.3
+50.5 -50.5.
+45.91 -45.9
+q5.8, -45.8
+41.7
+q2,0
49„
20-1/8" Ihnu 24-1/2"'
+55.0 f -90.0
-+55.01 • 22.5_
+55.0 I -89.5
+55.01 -61.6
+55.0 I
j -41.7
+38.91 -
24.9/18" (Equal Lite)
+55.0 , -90.0
+55.0 , -00.0
+55.0 1 -78.4
+55.I � •88.5
•55.4
+55.0
+4g,3 I -09.3
+44.6 1 -
over24-B/18"
+55.0 -71.8
+55.0 62.8
+55.0 -55.4
+50.3
, -57.8
+50.4 -50.4
+45.0 1 -
under20.13/18"
+65.0 -67.8
+55.01 -59.9
+53.3 -53.3
-50.3
+48.5' -48.5
+q5.9 q5.9
+q4.1' �4.1
+41.7 1t1.7
+38.9 -.
50-5/8"
20.13/18" thr] 24-11/18"+55.
+658.0 j .3
+55.0 1 -87.7
+55.0 j -60.6
+54.224-3/4" -54.2
+q0.2 40.2
+49.0
+37.8'
(Equal Lite)
..
.0 -90.0
+55.01
+55.0 1 -75.4
+55..0 I -65.7
+55.0.
1 .0
+44.2
+q4.9+55.0 I
over 24-3141,
under 24.15116"
,
.
..+486,
-48.5
,1
+44.1 , - 44.1
..
+40.2 0.2
+37.6 ,
24-15/18" thnl 30-5/8"'
+55.0 ' -56,0
+56.0 -75.0
+43.8 ' -43.8
+55.0
+41.9 ' -41.9
+39.1 ' .39.1
+36.0 ' -36.0
81"
30-9/18" (Equal Lite)
+55.01
86.0
+55.0 -57.4
+51.9 -51.9
+47.4 47.4
+43.2 43.2
+39.911
30-9/16"
•87.9
+65.0 1 -75.8
+55.0 I -66.6
+55.0 1 -59.7
+53.5 -53
-8.7
4over
+43,9I 1
-.8
+55.0, -59.9
+53.-53.3
+48.5 ; .5
+44.1 41
+40,2 1 0
q
7.
36 j
under 25-3/4"
+64.7 -54.7
+41.2 , -41.2
+40.3 , -40.3
+37.8 , .37.8
+34.6 , •34.8
1:f.3 -31.3
+28.9
63"
25-3/4" thn' 31.5/8"s
31-9/16" (Equal Lite)
+55.0 -72.0
+55.01
+55.0' •63.2
+55.0' - 55.7
+50.5' -50.5
+46.1 ' 48,1
+41.9' 41.9
+39.0' '
•83.9
+55.0 I -71.7
+55.0 I -64.8
+55.01 -58.2
+52.4 I -52.4
+47.9 j q7.8
+43.3 1 q
over 31-9/16"
+55.01 -87.8
+55.01 -59.9
+53.3 1 -63.3
+48.5 1 -48.5
+44.1 1 -44.1
+40.2 1 -40.2
+37.6 1 •;
under 29-3/4"
+53.3 , -53.3
+39.7 , -30.7
+39.1 , -39.1
+38.7 , -36.7
+33.4 , -33.4
+30.3 , •30.3
+28.0
73"
29.3/4" thrt, 36-5/8i3
38.9/18" (Equal Lite)
+55.0' -61.0
+52.0' -52.0
+48.2' -48.2
+44.0' 44.0
+40.1 ' 40.1
, _2
+37.0' -37.0
+34.1 '
+55.0 -68.3
+55.0 -56.3
+52.1 1 -52.1
+51.5 j -51.5
+47.0 1 -47.0
+42.7 -42.7
+39.6 1 -3
over 38.9/18"
+55.01 -87.8
+55.01 -58.3
+52.1 1 -52.1
+48.5 1 48.5
+44.1 1 44.1
+40.2 1 -40.2
+37.6 1 -3
78"
under 31-3/4"
+53.3 , -53.3
+39.7 , .39.7
+39.1 , -39.1
+36.7 , .36.7
+33,4 , .33.4
+30,3 , -30.3
+28.0 -2
31-3/4" thru 39"'
+55.0 , -58.3
+qg,0 , _q8.0
+45.2 , 45.2
+41.2 , 41.2
+37.9 , -37.9
+3q,g , -34.8
,
+31.7 , -3
' TII)40-flip dimensions
39-1/16" (Equal Lite)
for flange windows
+55.0' =e .5
shown. For fin
+50,8 750.8
windows
+46.3' -46.3
+45.2' 45.2
+qq.2' 4q.2
+q0.3 40.3
+37.7' -3
or buck
' Overall sash height. For clear daylight height, subtract 3.911611.
dimensions, subtract
1".
' Size range Includes the standard PrO-View (3-over-2 configuration) for the given Window
Height.
For overall sash width, subtract 2-15/16" from the buck dimension.
53.1/8"
TABLE 2
s Types
MonEl/8"Annealed
AnealedBperedCnealedDmperedEnealedFpered
PRODUCT REVISED
ns complying ,Ath the Plodda
naildii,S Cad.
Acc.plen.. Na
E imlion Dnt. Sty 1.201(0
n J.
Nt gun' - Produce Con -
TABLE 3:
Insulated Glass Types
O
t i o
G 1/8" Annealed, 1,14" Airspace, 1/8" Annealed
O
@
Z c�1
O
H
3/16" Annealed, 3/16" Airspace, 1/8" Annealed
I
1/8" Tempered, 114" Airspace, 1/8" Tempered
&
_
)- U)
J
3/16" Tempered, 3116" Airspace, 1/8" Tempered
C�
6
Q
Z
of
LL
FIGURE A: SASH
CROSS SECTION
=
C)
Z
++
�: tV
(WITH MONOLITHIC
GLASS)
O
x Z
Q O
a:LLJ
Z H-
c) Z
11
C:)W
O
fj
N O u
��-
a C)
2 C)
VISIBLE LIGHT �I SASH
,�
Z W CN
HEIGHT II HEIGHT
$$
N 7
co (D C/)
W Z_
SASH HEIGHT- 3-9/16"
a
8
it
li
�N�N
II
�Yfi��
o>ax
oz g
-
` .I``\
"IIa3�N
NOTES
` jc
,
I) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 1/8".
ANNEALED GLASS (TYPE A).
; o o p p •, _
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH
-
r '• w .� N 4 ; � _ g q
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
y':
u
i?Oy1
� . •'' Q�C�: d
�rrr/rrlll
n wvv\
Windom s Design Pressure Ibs/ftZ for Glass Window Sash Height i ) Type B -J, Fin & Flange Frame
Height' (see Figure A, this sheet)
• .Maximum Window Width'
19.1/8" 26-1/2" 33" 37" qp
23" 11.9/16" (Equal Lite) +5 I 45 49"
I-, -90.0
+55.0 I
37"
under 18-9/16"
18-9116"
+65 0 , •go.0
+55.0 , -90.0
+55.0; •90.0
+55.0
(Equal Life)
+55.j-90.0
+55.0 -90.0
+55.0 , •90.0
+55.0
ctet.l8-9/16"
+55.0 i -90.0
+55.0 -90.0
+55.0 i -90.0]
455,01
under 15-7/8"
15.7/8" thru
+55.0 I -90.0
+55.0 -90.0
+55.0 1 -90.0
+55.0 1
38-3/8"
19-3/16"'
+55.01 •90.0
+55.0 -90.0
+55.0; -90.0
+56.0
19-1/4" (Equal Llte)
+55.0, -90.0
+55.0, -90.0
+55.0. -90.0
+55.0 r
over19-1/4"
+55.01 -90.0
+55.0' -80.0
+55,0' •90.0
+55.0'
under 19-9/16"
-thru
+55.0 1 -90.0
+55.0 1 -90.0
+55.0 I •90.0
+55.0 1
45,
19-9/16 22-5/8"'
+55.01 -90.0
+56.01 -90.0
+55.0I •90.0
+55.0I
22-9/16" (Equal Lit@)
+55.)I •90.0
+55.0, -90,0
+55.01 -90.0
otter 22-9116"-90.0
+55.0 -90.0
+55.0
under 20-118"
+55.0 -90.0
+55.01 -90.0
+56.0 -86.0
49„
20-1/8" thru 24-1/2" a
+55.0 I -90.0
+55.0 1 -90.0
+56.0 1 -90.0
+56.0 I
24-9/16" (Equal Lit
+55.0 ( -90,0
+55,0 , -90.0
+55.0 ; •90.0
+55.0 11
over 24-9/16"
+55.0, -90,0
+55.0 , -90.0
+55.0 -86.0
+55.0
under20.13/16"
+56.0' -90.0
+55.o' -90.0
+55.0' -83.5
+55.0'
50-5/8"
20-13/18" thru 24-11/16" s
+55.e j .90.0
+55.0 j -90.0
+55.0 j -90.0
24.3/4" ;Equal Lite)
+55,0 I -90.0
+5).0 1 •90.0
+55.0 1 -90.0
+56.0 I
over 24.3/4"
+55.0 . -90.0
+55.0, -90.0
+55.0 , •83.5
+55.0 ,
under24-15/16",
+55.0, -87.9+55,0
-65,7
+55.01
61„
24-15/16" thru 30-518" D
+55.0 1 -87.9
+55.0 .75.8
+55.0 ' -74.1
+55.0
30-9/16" (Equal Lite)
+55.0 1 •87.9
+55.0 1 -75.8
+55.0) -74.1
+55.0 I
over 30-9/16"
+55.0 I -67.9
+55.0 -75.8
+55.0 ! -74.1
+55.0 ,
under 25.3/4"
+55.0 -83.9
+55.0 , •71.7
+55.0 , -62.0
+55.0
63"
25-3/4" thru 31-5/8"'
+55.0 j -83.9
+55.0 .71.7
+55.0 -69.4
+55.0
31-9/16" (Equal Llle)
+55.0 11 -83,9
+55.0 I .71.7
+55.0 j - 99.4
+55.0 1
over 31-9l18"
+55.0 1 -83.9
+55.0 1 .71.7
+55.0 1 - 99.4
+55.0 1
under 29-3/4"
+55.0 , -68.3
+55.0 , .56.3
+52.1 , .52.1
+51.5 ,
73„
29-3/4" thru 38.5/8 ,3
+55.0 , -68.3
+65.0 - 66.3
+52.1 ' -52.1
+51.5 l
36-9/16" (Equal Lite)
+55.0 j •68.3
+55.0 11 -56.3
+52.1 •52.1
+51.5
over 36.9/18"
+55.0 I -68.3
+55.0 1 -56.3
+52.1 1 -62.1
+51.51
under 31-3/4"
+55.0 , -62.6
+50.8 , -50.8
+46.3 , -46.3
+45.2 t,
78"
31-3/4" thru 39" s
+55.0 r -62.5
39-1116" (Equal Lite)
+55.D' -62.5
Tip -to -tip dimensions for flange Windows shown. For fin windows or buck dimensions, subtract V.
Overall sash height. For clear daylight height, subtract 3-9116".
Size range Includes the standard Pro -View (3-0aer•2 configuration) for the gi%en Window Height.
or oterall sash width, subtract 2-15/16" from the buck dimension.
+55.0 i -80.2
53-1/8"
TABLE 2:
thic Glass Types
118" Annealed1/8"
Tempered3/16"
M
Annealed3116" Tempered1/4"
Annealed1/4"
Tempered
TABLE3:
PRODUCT REVISED
.s complyIr j wish the Florida
Building Code
Amply eNo I• I .12
Expir-mion Dde - 16
By 1
Miomi ode mdud,Caltlt
O u o 4
1�O Z N
O_
€ fn
0
0 -
Z 1-- 00
Z Z LL
O
FIGURE A: SASH C..)
CROSS SECTION m
(WITH I.O. GLASS) LU OQ
Z f-
Z
ii li o (9
ill ii Lu Z
11TT� ij 1i u o u M p
I ` = o
lj I �$ (� J CV
VISIBLE LIGHT Ijl 11 HEII HT '� ? � HEIGHT iji II ¢ z QZ
; Z
i
SASH HEIGHT - 3-9/16" ili �I
III li 2c�S
�ax
o g
9= U
\\II111I II//li
NOTES �1Q-
1) USE THIS TASLE FOR ALL WINDOWS THAT ARE GLAZED WITH GLASS O O•, Q _ N
TYPES B • J. NOT APPLICABLE WITH 1/6' ANNEALED GLASS (TYPE A), - h r
:z Z_�
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR- U 6 '� 4' O``�
HEIGHT DIMENSION SHOWN ON THE TABLE. y2•,;) Z
a
O '•f��\ d
Insulated Glass Types
G 1/8" Annealed, 114" Airspace, 1/8" Annealed
H
3/16" Annealed, 3/16" Airspace, 1/8" Annealed
I
1/8" Tempered, 1/4" Airspace, 1/8" Tempered
J
3116" Tempered, 3116" Alrspace, 1/8" Tempered
IiNJ I MLL/-\ I IUN DETAILS FOR FLANGE FRAMES
INSTALLATION
OPTION 1
CURVEO HEADER
INSTALLATION INTO WOOD
X. SEE NOTE 2, THIS SHEET.
1.465"
VISIBLE
LIGHT
HEIGHT
FC1 1 I --Is
2.751' 9
BUCK EXTERIOR
HEIGHT -
a•TO-TIP
(EIGHT
35 —
43
2.254' 31
2X WOOD
BUCKSTRIP,
SEE NOTE 2,
THIS SHEET.
C
L
VISIBLE
LIGHT
HEIGHT
I —
OPTIONAL ADDON 13
FLANGE 0 HEAD,
SILL 6 JAMBS
_LEMBEDMENT",SHIM
1/4" MAXSHIMTYP.
ANCHOR TYPE,EMBEDMENTAND
EDGE DISTANCE
PER SUBSTRATE,
SEE TABLE 6, THIS
I IN
SHEET.
OPTION 1
STRAIGHT HEADER
INSTALLATION ONTO
'
WOOD 2X. NO ANCHORS
REQUIRED AT HEADER.
EMBEDMENT
EDGE
DISTANCE
TYP. ANCHOR
TYPE, _
EMBEDMENT
AND EDGE
DISTANCE PER ..
SUBSTRATE,
SEE TABLE 5,
THIS SHEET.
INSTALLATION
OPTION 2
INSTALLATION
ANCHORS DIRECTLY INTO MASONRY.
#12 STEEL
1!4" MAX. SHIM
SELF -DRILLING
SMS (05), SEE
TABLE 5, THIS
SHEET
USE EITHER
LATCH (# 29) OR INSTALLATION
BOTTOM LOCK OPTION 4
32 (#11). TESTED INSTALLATION
UNIT LOCATION:
ANCHORS
FROM
VENT END. DIRECTLY INTO
64 VENT
—
I METAL.
CONCRETElCMU CONCRETE/CMU
PER ANCHOR PER ANCHOR _
REQUIREMENT _ REQUIREMENT TYP. ANCHOR
TYPE,
1/4"MAX 41 3 EMBEDMENTAND
SHIM 27 EDGE DISTANCE
12 61 10 PER SUBSTRATE,
Rim.
SEE TABLE 5,
�� ___ __. ITHIS SHEET.
43 64 EXTERIOR
VISIBLE LIGHT WIDTH �7
BUCK WIDTH —.
TIP -TO -TIP WIDTH .....
HORIZONTAL SECTION A -A
Anchor
Group
Anchor
Substrate
MIn. Edge
Distance
Min.
Embedment
A
1!4" 410 SS CroteFlex
Ungroulotl CMU, (ASTM C-90)
1•'
1.1/4��
B
#12 Steel SMS
Screw (G5)
P.T. Southern Pine (SG
Aluminum, 6063-TS min.
3 W
11/8'."
Steel Stud, Gr. 33 min.
3/8"
F0348 (20 Ge)"
A36 Steel
3/8"
118""
114" 410 SS CreleFlex
P.T. Southern Pine (SG = .55)
1"
1.318"
Concrete (min. 3.35 ksi)
1•'
1"
Ungrouled CMU, (ASTM C-90)
1-3/4"
1-1 /4•
C
' MIMIMUM
1/4" Steel Ultracon
O
P.T. Soul ern Pine SG = .55
Concrete (min. 2.7 kei)
1"
V.
1-3/8"
Ungrouted CMU, (ASiM C-90)
EMBEDMENT
EDGE
DISTANCE
INSTALLATION
OPTION 3
INSTALLATION ANCHORS
THROUGH 1X BUCKSTRIP
INTO MASONRY.
EGRESS FORMULAS
(EQUAL-LITE)
WIDTH: TIP -TO -TIP WIDTH - 4"
HEIGHT: TIP -TO -TIP WIDTH/2 - 8-5/18"
VISIBLE LIGHT FORMULAS
EQUAL-LITE)
WIDTH {SASH): TIP -TO -TIP WIDTH - 6.1/10'
WIDTH (FIXED): TIP -TO -TIP WIDTH - 4"
HEIGHT: (TIP -TO -TIP HEIGHT- 7-1l18')/2
DADS APPROVED MULLION,
ALUMINUM, STUD.
D. SEE FRAMING OR EXTERIOR
11 STEEL STUD. SEE SUBSTRATE F 3 THREADS BEYOND THE METAL SUBSTRATE.
PROPERTIES, TABLE 5, THIS SHEET.
NOTES
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION
SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
'0
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, THIS SHEET. ALL WOOD BUCKS LESS THAN 1.112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.
22 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1l2" THICK OR GREATER. 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO
REFERRED TO AS DAYLIGHT OPENING IS �` V LYN ri,
pN N �� Revbed By: Date: Revision; MEASURED FROM BEADING TO BEADING, fit'`
1/4"MAX SHIM Q�,. 1,10ENSir'•. �F,Q�;, JJ 10/10/11 NO CHANGE
NO ANCHORS "
REQUIRED IN .. CONCRETE PER
FLANGE ANCHOR
FRAME SILL • ' q• REQUIREMENT
VERTICAL SECTION B-B
_ No.58705 _
a I
01
I
STAT O I
0NAL E
///iftl I 1 "
A. LYNN MILLER, P.E.
1070 TECHNOLOGY DRIVE
N. VENICE. FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
CERT. OF AUTH. #29296
Revlelon:
n REVISCID
RV ISCD
s complying wllh Iho Florida
Building Code
Acccptancc No I Ill 2
Gx intion Dntc/(e
Uy
Miami adc Produce on }-
FLANGE FRAME INSTALLATION DETAILS I J ROSOWSKI
71ffe: Date:
SINGLE HUNG WINDOW INSTALLATION 05/11/11
Sertee/Model: Scale: Sheet: OroMnp No. Re..:
SH-200 NTS 4 OF 8 MD-SH2O0-01 A
INSTALLATION DETAILS FOR FIN FRAMES
INSTALLATION
2X WOOD, SEE NOTE 2, THIS SHEET
OPTION 5
�__
— EMBEDMENT
CURVED HEADER
INSTALLATION DISTANCE
EDGE.
_
ANCHOR (SCREW)
THROUGH THE FIN
rJ_
1 EDGE
DISTANCE
--� —
—I
6
1.4165"
VISIBLE
HEIGHT T it
I
41
EXTERIOR
2.751"
SUCK
EIGHT
35
C
{ VISIBLE
LIGHT
C HEIGHT
C T
131
2.254"
TYP. ANCHOR TYPE,. _
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET.
INSTALLATION —
OPTION 6
INSTALLATION ANCHOR'
(NAIL) THROUGH THE FIN
1/4" MAX SHIM
TYP, ANCHOR TYPE,
EMBEOMEN TAND
EDGE DISTANCE
PER SUBSTRATE,
SEE TABLE 8, THIS
SHEET.
��8 \
USE EITHER
LATCH (# 20) OR
32 BOTTOM LOCK
(1111). TESTED
UNIT LOCATION:
6-5/8" FROM
34) VENT END,
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE _ `I
EDGE DISTANCE PER SUBSTRATE, SEE DISTANCE
TABLE 8, THIS SHEET
2X WOOD,
EMBEDMENT SEE NOTE 2,
THIS SHEET
EDGE 2X WOOD,
DISTANCE — --- _ SEE NOTE 2,
THIS SHEET
EDGE
DISTANCE _
I EMBEDMENT
1 /4" MAX SHIM J L—
li 4) TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBST
—
EDGE
DISTANCE
EDGE DISTANCE
1l4' MAX SHIM EDGE
�— 1/4" MAX SHIM
DISTANCE
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
2X WOOD, SEE
NOTE 2, THIS
SEE TABLE 6, THIS SHEET.
SHEET
HORIZONTAL SECTION C-C ,
RATE' INSTALLATION
INSTALLATION SEE TABLE 6, THIS SHEET.
OPTION E
STRAIGHT HEADER
INSTALLATION ANCHOR
(SCREW) THROUGH THE FIN
INSTALLATI
OPTION ;
INSTALLATIO
ANCHOR(SCRI
THROUGHTHE
#10 STEEL
SELF -DRILLING
SMS (G5)
EXTERIOR LJ
JZ .o\c�l�llll
ALUMINUM/STEEL FRAMING OR STEEL
STUD. SEE SUBSTRATE PROPERTIES,
TABLE 6, THIS SHEET.
NOTES
1) USE ONLY SUBSTRATE
OPTION 5
INSTALLATION
ANCHOR (SCREW)
THROUGH THE FIN
MULLION SECTION
DADE APPROVED MULLION, MAY BE
VERTICAL OR HORIZONTAL. MAX.
1/4" SHIM. SEE SUBSTRATE
PROPERTIES, TABLE 6, THIS SHEET,
EXTERIOR
V
Teal a
VISIBLE LIGHT WIDTH
— BUCK WIDTH —
WITH FIN
REMOVED
EXTERIOR
IG
Anchor
Substrate
MIn.Edge
Distance
Mln.
Embedment
1-1/2" x .113" Box Nail
P.T. Southern Plne (SG = .55)
1/2"
2.7116"
2-1/2" x .13l" Common Nail
P.T. Southern Plne (SG = .55)
9116"
2-7/1B"
2-1/2" x .145" Roofing Nall
P.T. Southern Plne (SG = .55)
9/16"
2-7/16"
#10 Steel SMS Screw (G5)
P.T. Southern Plne (SG = .55)
3/4"
Aluminum, 6063-T5 min.
3/B"
1/8"
Steel Stud, Gr. 33 min,
3/8"
0.036
A36 Steel
3/8"
1/8"
f 114 MAX SHIM APPROPRIATE ANCHORS LISTED 1111 f I I rl / 3 HREADS BEYOND THE METAL S
ON TABLE 6 OF THIS SHEET. \\`` oNy (.YNN 4,�
FOLLOW EMBEDMENT AND EDGE ��.• `1C,(:NSE ''•�F•p ��
—" EDGE DISTANCE LIMITS, ANY.'•
DISTANCE INSTALLATION OPTION SHOWN
* ' MAY BE USED ON ANY SIDE OF THE — No.58705 —
��--1 _ EDGE WINDOW, _
_ — DISTANCE
-- 2) 2X WOOD FRAMING OR BUCK, — Q [ o t o / I
EMBEDMENT 1.1/2" THICK OR GREATER. %�0'• STATE OF
2X WOOD, SEE NOTE 2, THIS SHEET'•�;c,L OR10P,.•' 1070 TECHNOLOGY DRIVE
3) VISIBLE LIGHT WIDTH OR HEIGHT ���5 �G N. VENICE, FL 34275
(ALSO REFERRED TO AS DAYLIGHT rrrrS�ONAL E ``% P.O. BOX 1529
_RTICAL SECTION D-D BEADIOPENING) IS NO TO eEADINOED FROM q, LYNN I �IILER, P.E. NOKOMIS, FL 34274
P.E.# 60705 CERT. OF AU7H. #29298
JJ 1 10/10/11 NO CHANGE
fr.d ey., I Defe: R-1.1 :
II I I EMBEDMENT
INSTALLATION
OPTION 6
INSTALLATION ANCHOR
(NAIL) THROUGH THE FIN
EGRESS FORMULAS
(EQUAL-LITE)
WIDTH: BUCK WIDTH -3-
HEIGHT: BUCK HEIGHT12. 5.13/16"
VISIBLE LIGHT FORMULAS
(EQUAL-LITE)
WIDTH (SASH): BUCK WIDTH - 4.1/16'
WIDTH (FIXED): BUCK WIDTH - 3"
HEIGHT: (BUCK HEIGHT - 6-1116") / 2
PRODUCTREVISED
en cmnplyirrg with it. Flodde
Building Codo
Acccplmue No
Expirotfon DWe
DeecrfplW: Drown By:
FIN FRAME INSTALLATION DETAILS J ROSOWSKI
nit.:Oofo;
SINGLE HUNG WINDOW INSTALLATION 05/11/11
Serien/Model: S.W.: Sheet; Drawlnq Na, Rev:
SH-200 NTS 5 OF 8 MD-SH2O0-01 A
FROM /�_"\`
SEAM
` FOR ALL
Y FLANGED
WINDOWS WITH
ACURVED
HEADER, AN
ADDITIONAL
ANCHOR IS _
REQUIRED AT
THE CENTER OF
THE HEADER.
4) REFER TO TABLE 5, SHEET 4 FOR ANCHOR GROUP DESCRIPTIONS.
PRODUCT RF-VISED
a complyingwilh the Floridp
building Cod.
Acccplanco No
Explretlon Dnlc )(p
By
Miami ade Produce 'on
a¢
O
U)
�O
n
a o
CD
CD
p ofpp
z
N
Ql
�
W
jl
z
co
II
Z
L O
0
0
co
U)
VISIBLE LIGHT li
SASH
0
HEIGHT it
HEIGHT
O
Z
F—
SASH HEIGHT ��
c-•
U
z
- 3-911 B" II
0
Q
O
z
II
g
CC
2
0
O
LL
N
FIGURE A: SASH CROSS
SECTION (WITH
MONOLITHIC GLASS)
c e 5 i
` ilk+xr a u
ZE
3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications U FBC Staff BCIS Site Map Links Search
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�" � ru` USER: Public User
t 4; 1t 'y{ . II; YS
Product Approval Menr > Producr. or A.00licatlo- Search > Apoiicoticn t.i�f > Application Detail
twee'
3
FL # FL12192-R2
Application Type Revision COPY
Code Version 2010Application Status ApprovedFILE
Comments
Archived
Product Manufacturer KAYCAN LTD
Address/Phone/Email 1 Memorial Drive
Richford, VT 05476
(406) 553-6818 Ext 0
alex.jovanovic@kpproducts.com
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Evaluation Entity
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Jovanovic Alex
alex.jovanovic@kpproducts.com
Alex Jovanovic
1 Memorial Drive
Richford, VT 05476
(416) 553-6818
alex.jovanovic@kpproducts.com
Alex Jova novic
255 Summeriea Road
Brampton, NON -US 12345
(416) 553-6818
alex.jovbnovic@kpproducts.com
Panel Walls
Siding
Evaluation Report from a Product Evaluation Entity
ICC Evaluation Service, LLC
Architectural Testing, Inc.
12/31/2014
Robert J. Amoruso, P.E.
Validation Checklist - Hardcopy Received
FL12192 R2 COI ICC Certificate of Independence pdf
Standard
ASTM D3679
Product Approval Method Method 1 Option C
Date Submitted 02/17/2013
Date Validated 02/22/2013
Date Pending FBC Approval 04/09/2013
Date Approved 04/09/2013
wmty.floridabuilding.org/pr/pr_app dtl.aspx9param=VvGEVXQvvtDgUQ4AUCp/p2fEHMINMLpuokvzoijijfaip/p2fBMi)dDFUiWg`/`3d`/pad
Year
06a
1 /4
Summary of Products
_..__....... ...... .... __.._.... ........... ___._.___.._._..._..._...... _......
..___�.
FL # Model, Number or Name ;Description
12192.1 Board & Batten
Single 7" Vertical Siding
Limits of Use
1 Installation Instructions
Approved for use in HVHZ: No
i FL12192 R2 II Kavcan Installation.odf
Approved for use outside HVHZ: Yes
i Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A
Created by Independent Third Party:
Design Pressure: +70/-70
Evaluation Reports
Other: Installed only on exterior walls over solid sheathing
I FL12192 R2 AE ESR-1495.odf
capable of withstanding the design wind loads. Must be installed
as per the manufacturers installation instructions.
12192.2 D-4 Avanti
Double 4" Horizontal Dutch Lap
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R2 II Kavcan Installation.edf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other: Installed only on exterior walls over solid sheathing FLI.2192 R2 AE ESR-1495.odf
capable of withstanding the design wind loads. Must be installed j
as per the manufacturers installation instructions.
12192.3 D-4 Marquis
Double 4" Horizontal
Limits of Use i Installation Instructions
Approved for use in HVHZ: No I FL12192 R2 II Kavcan. Installation.pdf
Approved for use outside HVHZ: Yes 1 Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A ! Created by Independent Third Party:
Design Pressure: +70/-70 ( Evaluation Reports
Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.odf
capable of withstanding the design wind loads. Must be installed
as per the manufacturers installation instructions.
12192.4 D-5 Contessa
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +70/-70
Other: Installed only on exterior walls over solid sheathing
capable of withstanding the design wind loads. Must be installed
as per the manufacturers installation instructions.
12192.5 D-5 Elegance
Double 5" Horizontal
............ ...... _... .._.._.... __-.._....... ............ ......--- ......-. _._........_.............._.
Installation Instructions
FL12192 R2 II Kavcan Installation.odf
Verified By: ICC Evaluation Service, LLC
Created by Independent Third Party:
Evaluation Reports
FL12192 R2 AE ESR-1.495.odf
Double 5" Horizontal Dutch Lap
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL121.92 R2 II Kavcan Installation.edf
Approved for use outside HVHZ: Yes ( Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure. +70/-70 Evaluation Reports
Other: Installed only on exterior walls over solid sheathing j FL12192 R2 AE ESR-1495 odf
capable of withstanding the design wind loads. Must be installed
as per the manufacturers installation instructions.
12192.E D-5 Vertical
Double 5" Vertical
Limits of Use i Installation Instructions
Approved for use in HVHZ: No FL12192 R2 II Kaycan Installation. pdf
Approved for use outside HVHZ: Yes i Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A ! Created by Independent Third Party:
Design Pressure: +70/-70 i Evaluation Reports
Other: Installed only on exterior walls over solid sheathing i FL12192 R2 AE ESP-1495.odf
capable of withstanding the design wind loads. Must be installed
as per the manufacturers installation instructions.
12192.7 Lewistown
Double 4-1/2" Horizontal
Limits of Use j Installation Instructions
Approved for use in kVI:Z: No FL12192 R2 II Kavcan Installation.odf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A Created by Independent Third Party:
Design Pressure: +70/-70 1 Evaluation Reports
Other: Installed only on exterior walls over solid sheathing FL12192 R2 AE ESR-1495.odf
capable of withstanding the design wind loads. Must be installed j
as per the manufacturers installation instructions.
12192.8 Newport
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Single 6-1/2" Horizontal
Installation Instructions
FL12192 R2 II Kavcan Installation.ndf
Verified By: ICC Evaluation Service, LLC
Created by Independent Third Party:
www.floridabuiIding.org/pr/pr_app_ V.aspx,?paranrwGEVXQwtDquQ4AUC%2fEHMINMLpuOkvzoijijfai%2fB9ahi)DFUIMg%3d%3d 214
i Design Pressure: +70/-70 Evaluation Reports
' Other: Installed only on exterior walls over solid sheathing j FL12192 R2 AE ESR-1495.odf
capable of withstanding the design wind loads. Must be installed
as perthe manufacturers installation instructions.
~ 12192.9 Ocean Park Bevel
Double 4-1/2" Horizontal
Limits of Use Installation Instructions -
I Approved for use in HVHZ: No I FL12192 R2 II Kaycan Installation odf
Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A ! Created by Independent Third Party:
Design Pressure: +70/-70 I Evaluation Reports
Other: Installed only on exterior walls over solid sheathing ; FL12192 R2 AE ESR-1495.1)df
capable of withstanding the design wind loads. Must be installed
as per the manufacturers installation instructions. i
12192.10 Ocean Paris Cove
Double 4-1/2" Horizontal
Limits of Use ; Installation Instructions
Approved for use in HVHZ: No FL12192 R2 fI Kavcan Installation. odf
Approved for use outside HVHZ: Yes i Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A j Created by Independent Third Party:
Design Pressure: +70/-70 ( Evaluation Reports
Other: Installed only on exterior walls over solid sheathing I FL12192 R2 AE ESR-1.495.odf
capable of withstanding the design wind loads. Must be installed i
as per the manufacturers installation instructions.
12192.11 Platinum Series D-4
Double 4" Horizontal
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12192 R2 fI Kavcan Installation. odf
Approved for use outside HVHZ: Yes
Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A
; Created by Independent Third Party:
Design Pressure: +70/ 70
( Evaluation Reports
Other: Installed only on exterior walls over solid sheathing
FL12192 R2 AE ESR-1495.odf
capable of withstanding the design wind loads. Must be installed
as per the manufacturers installation instructions.
12192.12 Platinum Series D-4 Dutch Lap
_._.._._ ..... _.... _, __..,..w___................. _._
Double 4" Horizontal Dutch Lap
__ ...... ___
Limits of Use
..... _._ __...__.__.. _ .... _._......... ......._.
I Installation Instructions
Approved for use in HVHZ: No
FL12192 R2 II Kavcan Installation.pdf
Approved for use outside HVHZ: Yes
( Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A
i Created by Independent Third Party:
Design Pressure: +70/-70
Evaluation Reports
Other: Installed only on exterior walls over solid sheathing
FL12192 R2 AE ESR-1495.odf
capable of withstanding the design wind loads. Must be installed
as per the manufacturers installation instructions.
12192.13 Platinum Series T-3
Triple 3" Horizontal
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12192 R2 II Kavcan Installation. odf
Approved for use outside HVHZ: Yes
Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A
Created by Independent Third Party:
Design Pressure: +70/-70
Evaluation Reports
Other: Installed only on exterior walls over solid sheathing
FL12192 R2 AE ESR-1495.odf
capable of withstanding the design wind loads. Must be installed
as per the manufacturers installation instructions.
12192.14 I Prova
Double 4-1/2" Horizontal
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12192 R2 II Kavcan Installation odf
Approved for use outside HVHZ: Yes I Verified By: ICC Evaluation Service, LLC
Impact Resistant: N/A 4 Created by Independent Third Party:
Design Pressure: +70/-70 Evaluation Reports
Other: Installed only on -exterior walls over solid sheathing FL12192 R2 AE' ESR-1495.odF
capable of withstanding the design wind loads. Must be installed
as per the manufacturers installation instructions.
12192.15 Sierra
Limits of Use
Approved for use ir. HVHZ. No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +70/-70
Other: Installed only on exterior walls over solid sheathing
capable of withstanding the design wind loads. Must be installed
as per the manufacturers installation instructions.
12192.16 T-3 Classic
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A ,^
Double 4-1/2" Horizontal
Installation Instructions
FL12192 R7 ii Kavcan Installation odf
Verified By: ICC Evaluation Service, LLC
Created by Independent Third Party:
Evaluation Reports
FL12192 R2 AE ESR-1495.odf
Triple 3" Horizontal Dutch Lap
Installation Instructions
FL12192 R2 II Kavcan Installation odf
Verified By: ICC Evaluation Service, LLC
Created by Independent Third Party:
www.floridabuil di ng.org/pr/pr_app_dtl.aspx?param=wGEVXQMD q uk24AU C %2fEH M I N M LpuOk,lzoij ijfai %2fB9vv5i)DFU IW g %3d%3d 3/4
weslgn rressure: tiu/-7u V evaluaEion Kepores
• Other: Installed only on exterior walls over solid sheathing i FL12192 R2 AE ESR-1495.Ddf
capable of withstanding the design wind loads. Must be installed
I as per the manufacturers installation instructions.
12192.17 T-3 Horizontal
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +70/-70
Other: Installed only on exterior walls over solid sheathing
capable of withstanding the design wind loads. Must be installed
as per the manufacturers installation instructions.
Triple 3" Horizontal
................ _.................... .......... -................................ _......:..-... ........ ......__............
._....
Installation Instructions
FL12192 R2 II Kavcan Installation. odf
Verified By: ICC Evaluation Service, LLC
Created by Independent Third Party:
Evaluation Reports
FL12192 R2 AE ESR-1495.odf
Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee
under Chapter 455, F.S., please click here .
Product Approval Accepts:
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E
P
i
p GGG
4
s .
Fastener choices
Use aluminum, galvanized steel, or other corrosion -resistant nails, staples, or screws when installing vinyl siding and soffit.
Aluminum trim pieces require aluminum or stainless steel fasteners. All fasteners must be able to penetrate not less than
3/4" into framing or furring. Review your local building codes for variations that may apply to specific geographic areas
Nails
Nail heads should be 5/16' minimum in diameter. Shank should be 1/8" in diameter.
1.!8" min
5116" min.
Screw asten rs
Screw fasteners can be used if the screws do not restrict the normal expansion and contraction movement of the vinyl
siding panel on the wall. Screws must be centered in the slot with a minimum 1/32" space between the screw head and
the vinyl. Screws must be able to penetrate not less than 3/4" into framing or furring and should be:
• Size #8, truss head or pan head.
• Corrosion -resistant, self -tapping sheet metal type.
Fastener
Vinyl siding
Sheating
New construction
Residing
Fastener
Vinyl sidino
wood Ian
siding
Fanfold
underiayment
Original
sheating
Staples
If staples are being used instead of nails or screws, they must:
• Not be less than 16-gauge semi -flattened to an elliptical cross-section.
• Penetrate not less than 3/4" into framing or furring.
• Be wide enough in the crown to allow free movement of the siding
(1/32" away from the nailing hem).
;I
w� ._......_.......
..m
s ffIj
f
Use of staples when installing siding
Concrete
or bIock.s
Fastener
;'iny'I siding
Furring strip
2,14 min.)
Over concrete or blocs
Installing accessori&3.
Before the siding itself can be hung, a number of accessories must be installed first, including starter strips,
corner posts, window flashing, trim, and J-channels over the roof lines.
Starter trim
• In order for the siding to be installed properly in a level fashion, the starter strip at the bottom
of the wall must be level.
• Determine the lowest point of the wall that will be sided, from that point, measure up 1/4" less
than the width of the starter trim and partially drive a nail at one corner.
• Attach a chalkline; go to the next corner and pull the line taut.
• Make sure the line is level by using a line level or a 4' level.
• Snap the chalkline and repeat the procedure around the entire house.
• Optional method to determining the position of the starter trim in new construction and some
residing applications: Measure down from the soffit at one corner of the house to the top of
the foundation and subtract 1/4" less than the width of the starter strip. Make a mark on the
wall and record the measurement. Transfer the measurement to the other corner of the wall.
Snap a chalk line in between the corners at the marks. Repeat the procedure around the
entire house.
• Using the chalkline as a guide; install the top edge of the starter strip along the bottom of the
chalkline, nailing at 10" intervals. Allow space for the corner posts, J-channels, etc.
• Keep the ends of starter trims at least 1/41' apart to allow for expansion
• Nail in the center of the starter strip nailing slots.
Notes:
When using insulationibackerboard, fur the starter trim; if necessary, to accommodate thickness.
For a vertical siding starter strip, see vertical siding section. In certain situations, it may be
necessary to use J-channel as a starter strip, remember to drill minimum 1/8" diameter
weep holes no more than 24" apart.
Outside and inside corner post:
• A water resistant material should be used to flash the inside and outside corners a
minimum of 10" on each side before installation of the corner.
• Place the corner post in position, allowing a 114' gap between the top of the post and
the eave or soffit.
• Position a nail at the top of the upper slot on both sides of the corner post: leaving a
1/32" gap between the nail heads and the corner posts. The corner post hangs from
these nails.
• The balance of the nailing should be in the center of the slot, 8" to 12" apart, again
leaving 1/32" between the nail head and the corner post. This allows for the expansion
and contraction to occur at the bottom.
• The corner post should extend 3.r4" below the starter strip. Make sure the posts are
plumb (i.e., vertically straight).
• If more than one length of corner post is
required, overlap the upper piece over
the lower piece by cutting away V of the
nailing flange on the top piece. Overlap 3/4", p1#cp n•
allowing 1/4" for expansion. This method will j g
produce a visible joint between the two posts
but will allow water to flow over the joint, I _ _
reducing the chance of water infiltration. Outside comer Inside comer
spacing detail splicing detail
Starter trim installation
Starter trim and outside corner post
Starter trim and inside corner post
13
Windows, doors and roof lines flashing
The following instructions should be followed when applying window flashing
to an existing window:
• Apply a continuous bead of sealant adjacent to the sill of the existing window.
For windows with nailing flanges, the sealant should be applied to the nailing flange in
a manner that covers the nails and nail slots (figure A).
• Apply a minimum of 9' wide horizontal sill flashing level with the bottom edge of the
existing window by pressing the flashing into the sealant bead at its top edge.
• Cut the sill flashing long enough to extend a minimum of 9" beyond each jamb.
• Fasten the sill flashing at the bottom and side edges (figure B).
• Apply a continuous bead of sealant adjacent to the side jambs of the window.
For windows with nailing fanaes, the sealant should be applied to the nailing flange
in a manner that covers the nails and nail slots.
• Continue the bead of sealant at the jambs verticaliv a minimum of 81/2" above the
head of the window to allow for bedding the top portion of the jamb flashing into
sealant in the next step (figure C).
• Install the jamb flashing by pressing the flashing into the sealant beads at the
window jambs. Extend the bottom edge of the jamb flashing approximately 112"
short of the sill flashing edge, and extend the top edge approximately 81.12" beyond
the head of the window, where the head flashing will be placed next (figure D).
• Fasten the iamb flashing along the edges further most from the window.
• Apply a continuous bead of sealant adjacent to the head of the installed window. For
windows with nailing flanges, the sealant should be applied to the nailing flange in a
manner that covers the nails and nail slots (figure E).
• Install the head flashing by pressing the bottom edge of the flashing into the sealant
bead previously applied across the mounting flange.
• Extend the ends of the head flashing approximately 10" beyond the jamb flashing at
each end. Fasten the head flashing into place along the top edge (figure 9.
Note:
Sealant should be compatible with window. flashing, and weather resistant barrier
materials. Contact sealant manufacturer for job -specific recommendations.
aU
6 za , w"in
31"T min
Flashing new window installations
Refer to window manufacturer's instructions and ASTV E2112, Standard Practice for
Installation of Exter.�o! Windows, Doors and Skylights for the proper flashing installation
method for the window type and wall configuration on the project.
9-
9' min
,pprox10' ApP, 1, 0*
ire F
'A
T
figure B
14 A CA V TM
Horizontal siding installatior
Installing panels
• The first course (row of panels) should be placed in the starter
trim and securely locked along the entire length of the siding
panel. Make sure the panel is securely locked before fastening.
• Fasten the panels in the center of the nailing slots. Allowance
should be made for expansion and contraction by leaving a
1/4" gap between the siding and all corner posts and channels
(increase to 3/8` when installing in temperatures below 40' F.
If the panels are 20 feet or longer, increase the gap to 3/8
• Do not drive the head of the fastener tightly against the nail slot.
Leave 1/32" between the fastener head and the vinyl (about the
thickness of a dime).
• Do not force the panels up or down when fastening. Panel locks
should be fully engaged; however, the panels should not be under
vertical tension or compression when they are fastened.
• Since vinyl siding moves as the temperature changes, make
certain, that the vinyl panels can move freely in a side -to -side
direction once fastened.
• Check every fifth or sixth course for horizontal alignment. Also check siding
alignment with adjoining walls.
• When panels overlap, make sure they overlap by one half the length of the
notch at the end of the panel, or approximately V.
• Stagger the siding end laps so that no two courses (rows of panels) are aligned
vertically, unless separated by at least three courses (rows of panels).
• Always overlap joints away from entrances and away from the point of greatest
traffic. This will improve the overall appearance of the installation.
Fitting siding ai—ou nd Fixtui- s
Use a commercially available trim ring to fit siding to a penetration such as a faucet
or railing attachment; following the manufacturer's installation instructions. If a
commercial trim ring is not available for the application, refer to the figure below,
which illustrates how to fit the siding to the penetration. In addition, the following tips
are suggested:
• If hand -fitting to the fixture, always begin a new course of siding at the fixture
to avoid excess Ian joints.
• Cut an opening 1/4" bigger than the fixture or the trim ring.
• When cutting, match the shape and contour of the obstruction.
that-pEls:,fa nt tpc , r
Installing the first panel
J-channel. detail
,1- A
Horizontal siding installation
Fitting un(Jer windows
To mark the section to be out; perform the following:
• Hold the panel under the window and mark the width of the window opening on the panel.
Add approximately 1/4" to both sides to allow for expansion and contraction of the siding.
These marks represent the vertical cuts.
• Lock a small piece of scrap siding into the lower panel next to the window. This will be
used as a template for the horizontal cuts. hark it 1/4" below the sill height.
• Transfer the horizontal measurement to the panel, which will be installed under the
window. Measurement may not be the same on both sides of the window.
• Cut the panel with tin snips and a utility knife.
The cut panel is now ready for installation under the window. Perform the following:
• Using a snap lock punch, punch the vinyl siding
along the cut edge every 6" so the raised tab is
on the outside face.
• Install undersill trim under the window, as a
receiver for the cut siding. Undersill trim is used
any time the top lock has been removed from
the siding. Furring may be needed to maintain
the face of the panel at the desired angle.
• Install the siding panel, making sure the tabs
(from the snap lock punch) lock into the
undersill trim.
Sidewall flashing at roof lines
• Install the siding panel, making sure the tabs (from the snap lock punch) lock into the
undersill trim.
• Run the siding until the last full course under the roof area.
• Cut a diverter from aluminum trim sheet, making sure it sits on the nail hem of the last
full course.
• Also make sure to slip it behind all J-channels and roof flashing (sirnilar to flashing the
bottom of window detail).
• As an alternative to the diverter, create a "kickout" from metal flashing.
• Cut the next piece of siding, making sure the vertical lap falls behind the roof flashing
and roof J-channel.
• Cut a small piece of siding that will be placed on top of the previous piece of siding and
sits in the roof J-channel.
• Install the remaining course of siding. Water running behind the panel will be directed by
the diverter into the butt of the panel, draining out in the weep holes.
Note: "Kick -out flashing' is an additional flashing strip that extends beyond the edge of the
fascia that is required in sorne cold -climate localities.
Measuring the height of the section to cut
Installing the top panel
Side wall flashing
h.
6%1 xi�3f ring
.. txr� tiro
Kickout flashing
17
jorizontal siding installation
Under cave installation
• Mail undersill trim along the top of the wall, flush with the eave of
the house. Furring may be necessary to maintain the proper pitch of
the topmost siding panel. Should more than one length of undersill
trim be required, make a splice as shown by cutting away 1" from
the back of the undersill trim and lapping the sections, leaving a 1(4"
space between nailing strip sections.
• If topmost siding panel is trimmed near the butt leg, an undersill trim
alone may not be sufficient.
• Either combine an undersill trim inside a J-channel, or use an
undersill trim molding to hold the siding panel firmly.
• A dual undersill trim molding replaces the need for both a J-channel
and undersill molding. Simply place the snap -lock punched top panel
in the appropriate receiving pocket to keep the proper siding angle.
• Another alternative to finishing the top panel of a wall is to use a
frieze plate and crown molding. Secure frieze plate (either with or
without a soffit receiver), no more than 16" on center. Allow 114"
between adjoining frieze plates.
• Using a nail slot punch, create nail slots every IT -16" in the top
panel of siding and secure normally. Finish the application by cutting
crown moldings to length as needed, and snapping them into the
frieze Plate receivers.
Fitting and installing top siding panel
• Measure and cut siding panel to the desired length.
• Determine how much of the top panel must be removed by
measuring the distance between the top of the undersill trim and the
lock of the panel below, and subtracting 1/4". Be sure to measure
several times across the wall as the dimension could change slightly.
• Cut the top siding panel to proper height, removing the nailing strip.
• Using a nail slot punch, create nail slots every 12" -16" in the top
panel of siding and secure normally.
• Finish the application by cutting crown moldings to length as needed,
and snapping them into the frieze plate receivers.
_.
ff,L� W,
dualUtz !
(— t Ai t -7,w;
-
Preparing the top panel
`
e J
t
R.
M. {`viwt r:.
y
3
Top panel installation
Top panel installation using'
usingdual undersill trim
frieze plate
p��,e and crown mold
Installing the top panel
IM
KAY-EIG07
www.kaycan.com
All company names and product names are trademarks or registered trademarks of KAYCAN.
2007 KAYCAN. Ail rights reserved.
I
CONTRACTOR: South Florida Aluminum Products, Inc.
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 2010 Florida Building Code. specifically Chapter 16 Structural Design, Chapter 20
Aluminum, and Chapter 23 Wood
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005
Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed,
Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
VwT =150 MPH, V-D = 116 MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure C
4. Building Category for Aluminum Structures, Paragraph 2002.6:
Category TYPE I
Foundation Design
Existing concrete. No additional concrete footing is required to resist the loads
imposed by the proposed construction if the existing footing is a minimum 8" x 8"
and in sound condition, free from structural cracking, spalling, or other
deterioration.
Roof Type
1. Roof Type: EXISTING
Roof Material: EXISTING
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the Florida Building Code, 2010 Edition, and any
other applicable local codes and regulations.
2. The minimum wall thickness of aluminum extrusions shall be in accordance with the
Florida Building Code, 2010 Edition and the 2005 Edition of the Aluminum
Association Manual, but not less than 0.040 inches.
3. Aluminum extrusions shall be 6005 TS Alloy. Due to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and sealed
authorization of Suncoast Engineering & Design, Inc.
4. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must
be approved by Suncoast Engineering & Design, Inc.
5. Fasteners are required to be SAE Grade 5 or better zinc plated.
6. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends
and 24" center to center or #12 screws 6" from ends and 12" center to center.
7. Door location shall be determined by contractor in the field
S. Where concrete specifications are required, whether in the screen enclosure scope or
not, by one or more regulatory agency, the following specifications are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/-1%- ASTM C 260
iv. Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5". Water
added after batching is not permitted
d. Prepare and place concrete per American Concrete Institute Manual of Standard
Practice, Parts 1, 2, and 3 including hot weather recommendations.
e. Moist cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
9. The minimum nominal thickness of protector panels (kickplates) shall be an industry
standard of 0.024 inches.
10. All lumber and plywood shall have grade marks and treatment identification and
Shall conform to the following.
a. Framing lumber shall be minimum no. 2 southern yellow pine and have a
maximum moisture content of 15%.
b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as
recommended for the use condition. Pressure treated lumber shall be
impregnated with a cca salt treatment in accordance with f s. tt-w-571 and bear
the American Wood Preservatives Institute quality mark 1p-2.
c. Wall Sheathing. APA rated Sheathing, thickness as indicated, Exposure 1.
d Aluminum members that are uncoated shall be separated from PT lumber by
309 felt paper, 10 mil polyethylene sheet or equivalent material.
11. Contractor shall provide Florida Product Approval information as to the exact
window being utilized for this project, including manufacturers specifications, and
installation methods for anchoring the submitted windows to Aluminum members and
specific sizes as indicated on A-1.
12. Contractor shall provide any, additional backing and anchors as required by the
window manufacturers recommended procedures.
13. All glass panels within 24" of a door opening shall be of tempered glass per
FBC-R308.4
14. All flashing and weatherproofing shall be provided by the contractor
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSPI'E
AND GOOGLE EARTH.
DOSTING HOST
12'-O'
-THESE PLANS AND ALL PROPOSED WOR
ARE SUBJECT TO ANY CORRECTIONS
REiUiRL50 BY FIELS INSPECTORS THAT
MAY BE NECESGAC -IN OWER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCEALED FASTM8 ON ATTACHME IS
ARE THE HESFONSIBUTY OF THE
CONTRACTOR of RECORD
EXISTING CARTPORT ¢ DOSTING SCREEN ROOM
C9
2x4 11
16 O.C. 0
w I
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B B
I 24'-0' 12' 0' 15'-0'
VINYL
HOUSE
1/4' PLY
101
A-2
12'-V
1 ST. I'UCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIA
REVIEWED BY
DATE /O • O/
PLANS AN EJ7 MIT
MUST BE KEP 0 JOB OR
NO INSPECTION WILL BE MADE
0
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in
I
COMPONENTS & CLADDING - VAM
DESIGN PRESSURES FOR WINDOWS / DOORS:
+30.4 PSF / -40:7 PSF - -
ADJUSTED CO-EFFlGANT FOR EXP C - 1.21
-+W.8 PSF / -49.2 PSF
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DRAWN BY
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DATE DRAWN
09/26/14
1 REVISION 1
In -
SHEET NO:
A-1
r
H 2.5 AT ALL STUDS
2X4 HORIZONTAL
BLOCKING AT
SHEATHING SPLICE
(2)16d TOE NAILS
EACH END
HEADER SCHEDULE
OPENING
HEADER SIZE
UP TO 3'4"
(2)7x 6'
T-5; TO 54"
(2) 2" x 6'
97 T08'8'
(2)7'x1(P
S'-7 TO 17E'
1 (2)7'x 17
SP4 PERMITTED TO BE USED IN UEU
H-2.5
TOP PLATE
DOUBLE 2X
3 -16d x 5 EACH SIDE IN
EACH HEADER
HEADER PER SCHEDULE
LSTA12 EA END
2 - 2X4 STUDS MIN.
EACH SIDE OF OPENING
1 5/8
16d @ 24" O.C.
STAGGERED
2X4 STUDS @ 16" O.C.
H 2.5 AT ALL STUDS
BOTTOM PLATE
SINGLE 2X PT
7LTr2OS
SIMPSON STRONG TIE HD5A
LTT20B MAY BE USED IN UEU
OF HD5A
SIMPSON STRONG TIE HD5A
MAY BE USED IN UEU
OF HDSA
A -A TYPICAL WOOD FRAME WALL
DOOR SECTION
SCALE: NTS
H 2.5 AT ALL STUDS
2X4 HORIZONTAL
BLOCKING AT
SHEATHING SPLICE
(2)16d TOENAILS '
EACH END
LSTA12 EA
SIMPSON STRONG TIE HD5A
LTT20B MAY BE USED IN UEU
OF HD5A
HEADER SCHEDULE
OPENING
HEADER SIZE
UP TO 3'41
(2)7'x6'
3'-S' TO 5'4'
(2) 7' x 6'
S-5"TO N'
(2)7'x 10"
8'-7 TO 178'
(2)7x 17
SP4 PERMITTED TO BE USED IN LIEU
H-2.5
TOP PLATE
DOUBLE 2X
3 -16d x 5 EACH SIDE IN
EACH HEADER
HEADER PER SCHEDULE
2 - 2X4 STUDS MIN.
EACH SIDE OF OPENING
8d @ 24" OC STAGGERED
2X4 STUDS @ 16- O.C.
(3)16D TOE NAILS TOP
AND BOTTOM
BOTTOM PLATE
SINGLE 2X PT
SIMPSON STRONG TIE HD5A
LTT20B MAY BE USED IN LIEU
OF HD5A
B'B TYPICAL WOOD FRAME WALL a WINDOW SECTION
A-2 SCALE: NTS
1/2-:12- MIN
THESE PLANS AND ALL PROPOSED WORE
ARE SUBJECT TO ANY COMECTIONS
REOUIROD BY RCELS 114SPECTORS THAT
MAY BE NEECISSA NY IN ®RIDER TO
COMPLY WITH ALL APPLICABLE CODES.
(2) 2X4 TOP
HEADER SCHEDULE
OPENING
HEADER SIZE
UP TO 3-4•
(2) 7' x 6'
T,T TO 5'4"
(2) 7' x 6'
53'TO 8'-S'
(2)7'x1(P
SW TO 12'E'
(2) 7' x 17
SP4 PERMITTED TO BE USED IN UEU
H-2.5
(4) 1X' DIA. X 5" LAG
ROOF SCREWS
W/NEOPRENE WASHERS
PER PANEL
NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNDATIONS SHOWN ARE
BASED ON A MIN SOIL BEARING
PRESSURE OF 1,500 PSF
BEARING CAPACITY OF SOIL
SHALL BE VERIFIED BY LICENSED
CONTRACTOR PRIOR TO
POURING CONCRETE.
2. THE SLAB/FOUNDATION AREA
SHALL BE CLEARED OF DEBRIS
AND ROOTS AND SHALL BE
COMPACTED PRIOR TO
PLACEMENT OF CONCRETE
3. CONCRETE SHALL BE PER
SPECIFICATIONS IN THE DESIGN
SUMMARY.
EXISTING FOOTING
(o
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00 " neeecinrae� eeer. � d
12" OVERHANG MAX.
SEE HEADER SCHEDULE
VINYL SIDING ON #15 FELT
PAPER OR HOUSE WARP ON
1/2" APA RATED SHEATHING
2X4 S.Y.P. @ 16" O.C.
NOTES FOR WALL SHEATHING:
1. 1l2" APA RATED SHEATHING
CONTINUOUS FROM BOTTOM OF
BOTTOM PLATE TO TOP OF TOP
PLATE. SHEATHING IS PART OF
LOAD PATH TO GROUND.
2. IF SHEATHING HAS HORIZONTAL
BREAK, IT CANNOT BE USED AS '
PART OF LOAD PATH - USE H25
AT BOTTOM AND H2.5 AT TOP OF .
EACH STUD.
3. SP4 PERMITTED TO BE USED IN
LIEU H-25
NAIL PATTERN:
8d 4" O.C. @ EDGES
8d 4" O.C. INFILL
2X4 STUD
@ 16' O.C.
(1) 7' x 4" PT BOTTOM PLATE
W/ 1/2" DIA. SCREW ANCHOR
@rO.C.
S TYPICAL WOOD FRAME WALL SECTION
A-2 SCALE: NTS
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DRAWN BY
AG
DATE DRAWN
09/26/14/14
REVISION
n
SHEET NO:
A-2.