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Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Emall
Category
subcategory
Compliance Method
SCANNED
BY
St. Lucie County
R27402
RECEttfEp
New
2017
OCT r
Approved
s 2at�
Permitting Department
St. Lurie County
Carports Anywhere
10858 S.E. County Road 221
Starke, FL
(352) 468-1116
bodom@carportsanywhere.mm
Brendle Odom
bodom@carportsanywhere.eam
0191
Op`�A�
C �� —4
Gil® C,,e GO
SWcturel Components ST- V B®cc
Roof Deck
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Terrence E. Wolfe
Evaluation Report
Florida Ucense PE-44923
Quality Assurance Entity PRI Construction Materials Technologles, LLC
Quality Assurance Contract Expiration Date 06/23/2023
Validated By Gary Hartman, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certi0ed By
Sections from the Code
FL27402 Re COI Letter of CeOrMation odf
Standard Year
ASTM E 1592 2005
FM 4471 1992
Product Approval Method Method 1 Option D
httpsl/vnvvt.0oridabuilding.org/pr/pr app dU.aspx7param-, GEVXQWtDgUHOE2YWe A2bOsJNKRVGZO%2f8UxBWJ%2f6gJZTtctZclmp4BYw-/3d°/3d 112
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary[ of Products-
05/18/2018
06/19/2018
06/27/2018
08/15/2018
FL#Model, Number or Name
Description
27402.1 Hampton Rib Roof Panel
Hampton Rib Roof Panel over Open Framing
imits of Use
Installation Instructions
Approved for use in HVHZ: No
FL27402 RO II Hampton Rib Roof over Open Framing
Approved for use outside HVHZ: Yes
Secured.odf
Impact Resistant: N/A
VedRed By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-57.3 psf
Created by Independent Third Party: Yes
Other. See evaluation report far various design pressures.
Install Manufacturers
Evaluation Reports
per details. Not for use In HVHZ Zones.
FL27402 RO AE Hampton Rib Roof over Open Fram ng
Secured.pdf
Created by Independent Third Patty: Yes
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FL# 27402.1
1'
Force Enginec=g & Testing Inc.
19530 ltvmbl.a .d Drive
Humblc.TX 77333
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open framing
Florida Product Approval # 27402.1
Florida Building Code 2017
Per Rule 61620-3
Method: 1—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61620-3.005(3)(d)
NON HVHZ
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 449Z3
Florida Evaluation ANE ID: 1920
Validator•
Gary Hartman, P.E. #73227
Contents:
Evaluation Report Pages 1-4
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Ju*v & 18, 2018
Force Engincenng &Testing Inc.
19530 IIamblewood Drive
Humbtr=77338
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1504.7.
Product Description:
Hampton Rib 26 Ga. and 29 Ga. Steel Roof Panel, 36" Wide, through fastened
structural roof panel. Structural Application.
Panel Material/Standards:
Material:
26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50
29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80
Conforming to Florida Building Code 2017 Section 1507.4.3. Optional paint finish.
Corrosion Resistance: Panel Material shag comply with Florida Building Code
2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 26 Ga.: 0.0185' min. order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: a/." major rib at 9" O.C.
Panel Rollformer. MRS Metal Rollfarming Systems
Panel Fastener:
#12-14 x '/." HWH SDg3 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4A.
Substrate Description:
Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel
framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A & B for steel
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Maxbnum Design Pressure:
-57.3 psf
-72.9 psf
-67.7 Pit
-46.9 Psf
•54.7 psf
Panel Fastener Pattern:
2-1-2-1
2-1-2-1
2-1-2-1
2-1-2.1
2-1-2-1
Panel Span:
51-V O.C.
4'-O'O.C.
4'-0"O.C.
TV O.C.
4'-O'0.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
I Steel Framing
Min. 18 Ga.
Steel Fmming
Min. is Ga.
Steel Framing
Design rressum Includes a samty Factor= Z.O.
FU 27402.1
,,t111it1 rrl rr�/j
%�
P�V1 CE ifs&C��:
�`-' r J
"'• STATE OF
OF
JVLvL& 18, 2018
1' F
rForccE-n cering & Testing Inc.
19530 RRmblcw••d Drive
Hambl.,7X 77339
T.h6 R."R• Mom..,",. R:6
Maximum Design Pressure:
-573 psF
-1509 psf
+39.0 psf
+143.1 psf
FastenerPattem:
6'-3"-ff-3'-6'a"-6"
6'-3"-6"-3'•6'-3'-6"
6'-3'-6'-3'-6"-3'-6'
6--3'-6"-3'£•3"-6"
Fastener5padag:
4'-0'O.0
2'-0-O.0
4'-0-O.0
2'-0'O.0
=La.
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1504.3.2, 1504.7.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 63620-3.
Performance Standards: The product described herein has demonstrated compliance with:
• ASTM E 1592-05 (2012) Test method for structural performance of
sheet metal roof and siding systems by uniform static air pressure
difference
• FM 4471-92- Foot Traffic Resistance Test
Reference Data: 1. ASTM E 1592-05 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 667-006OT-18A-E, 667-0061T-18A-D
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 667-0060T-18F, 667-0061T-18E
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44973) @ Force Engineering &Testing, Inc.
(FBC Organization # ANE 10: 1920)
Test Standard Equivalency: The FM 4471-10, Foot Traffic Resistance test standard is equivalentto
FM 4471-92.
QualityAssurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61620-3.005 (3) for
manufacturing under quality assurance program audited by an approved
quality assurance entity.
FL# 27402.1
Jl 41& 1.8, 2018
r-��Ov -
Force Engineering & Testing Inc.
10530 R.blrnnod Drive
Hmnblc,TX 77330
Minimum Slope Range:
Minimum Slope shall comply with Florida Building Code 2017, including Section
1507.4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3:12, lap sealant must be used In the panel "side laps.
Installation:
Install per manufacturer's recommended details.
Insulation:
Manufacturers approved product (Optional)
Roof Panel Fire Classification:
Fire classification is not part of this acceptance.
Shear Diaphragm:
Shear diaphragm values are outside the scope of this report
Design Procedure:
Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2017 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference In his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
FL# 27402.1
JV4& 18, 2018
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
012-14 x 3/4' MA1 S03 YI/ 14LIN BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN
fi• 3• R' �•
1.
`012-11 a 3/4" HWH S03 W/ I.I.VAI BONOEO NEOPRENE IVASHER
ClOA. $i6IQD
CAA
d'1o'7J8
E f.
No.44923 `
r
STATE OF
MA 1 8 2018
9/20/2018
Florida Building Code Online
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BLIS Rome Lag rn User Reglsnatlan Hat Topics Submit Surcharge SIBUS,Fdns publications contact Us BM Site Map unles scard
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Approval
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Pmduct gooroval Menu > Emdu¢ orgoolication SearN > QpypcaBOe ust> Application Detall
FL FL27403
Application Type New
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
2017
Approved
SCANNED
BY
St. Lucie County
C®S 8I_`
bodom@carportsanywh ��s `_
Authorized Signature Odom bodom w�` i GGO
bodom@care.rportsanywhe
Technical Representative OQ� JG� EGG
Address/Phone/Email
Quality Assurance Representative v
Address/Phone/Emall
Carports Anywhere
10858 S.E. County Road 221 1
Starke, Fl.s
(352) 468-1116 !V!
Category Structural Components
Subcategory Structural Wall
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Floridi
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Terrence E. Wolfe
Evaluation Report
Florida License
PE-44923
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date
06/13/2023
Validated By
Gary Hartman, P.E.
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
� Validation Checklist - Hardcopy Received
FL27403 R0 COI Letter of Certification odf
Standard
ASTM E 1592
ASTM E 330
Year
2005
2002
https:/Avww.floridabuifding.org/pr/pr app_d8,aspx7pamm= GEVXQwtDquHOE2Ywea/a2bOsAuSaRIO%2fsNjidto6iC%2tak2bLV98RAA3xJ6YAa/o3da/p3d l/2
9202018
Florida Building Cade Online
C
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
06/18/2018
06/19/2018
06/27/2018
08/15/2018
SSMwElanEof,products
FL #
Model, Number or Name
Description
27403.1
Hampton Rib Wall Panel
Hampton Rib Wall Panel over open Framing
Limits of Us
Installation Instructions
pp or use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-57.3 psf
Other: See Evaluation Report for various Design Pressures.
Install per Manufacturer's Details. Not for use In HVHZ Zones.
FL27403 RO ii Hampton Rib Wall Panel Secuned.pdf
Verified By: Terrence I.. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL27403 RO AE Hampton Rib Wall Panel Secuned.odf
Created by Independent Third Party: Yes
27403.2
Resi-Lap Siding Wall Panel
Resi-Lap Siding Wall Panel over open Framing
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +40.0 psf/-37.0 psf
Other: +40.0 psf at 4'-0" o.e -37.0 psf at 4'-0" o.c. Install per
Manufacturer's Details. Not for use in HVHZ Zones.
FL27403 RO II Resi-Lao Wall Panel semred.licif
Verified By: Terrence I? Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL27403 RO AE Resi-Lao Wall Panel secured.Rdf
Created by Independent Third Party: Yes
a aal: A=_71
on :: 7601 el I Stone Read VNIms, K 32399 Phone: 8504a7-I824
The SUM of Fonda tr an AA(M employer. r�pydyh�7007-2013 State a/MMo. :: p cy Statement:: Areesslblll:y Statement :: Refund Statement
Under Flarlda law, mall addmses are public records. It you do notwant your eanael address released In response to a public-rewrds request, do not send elesbonh
mall to this amity. Instead, coated the office by phone or by Vaditional mall. n you have any questbns, please contact 850,487.1395. *Pursuant to Sedlon 455.275(I
Fonda Statutes, effective OSober 1, 20U, Romans; licensed under chapter 455, IS. must pmNde the Department with an wail address If they have one. The areal
provided may be used for aMd.1 commmicatb i with the licensee. However email addresses are public record. IF you do not wish m supply a personal address, pleas
provide the Departrnent with an email address which on be made evallable to the public. To determine It you are a licensee under chapter 455, IS, please cline htm
Product Approval Accepts:
iG1s! M
Credit Card
Safe
https:/A m.floridabuilding.crulprlpr app_ tlzspx7parem=wGEVXQwt0quHOE2Ywe%2bOsAuSaRl0%2fsNjldto6lG%2P/o2bLV98RAA3xJ6YA0/a3d%3d 212
Force Engineering & Testing Inc.
19530 R=bke .d Ddve
H=bl.; X77338
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Wall Panel over open framing
Florida Product Approval # 27403.1
Florida Building Code 2017
Per Rule 61GZG-3
Method: 2—B
Category: Structural Components
Subcategory -Structural Wall
Compliance Method: 63G20-3.005(2)(b)
NON HVHZ
Product Manufacturer.
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Terrence E. Wolfe, P.E.0 44923
Florida Evaluation ANE ID: 1920
Validator•
Gary Hartman, P.E. 073227
Contents:
Evaluation Report Pages 1-4
tttttttur111104i
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?1-61 cE14SFS,,,'�
-No.
STATE OF
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FL# 27403.1
Jv&-t,18, 2018
rForceEtignineering & Testing Inc.53itamblewood Drive
Hambie,TX 77338
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1709.2.
Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel, 36" Wide, through fastened
structural wall panel. Structural Application.
Panel Material/Standards: Material:
26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50
29 Go. Steel, ASTM A792 or ASTM A653 G90 Grade 80
Conforming to Florida Building Code 2017 Section 1405.2.
Panel Dlmension(s): Thickness: 26 Ga.: 0.01850 min. order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: Ya" major rib at 9" D.C.
Panel Rollformer: MRS Metal Rollfonning Systems
Panel Fastener: 412-14 x'%" HWH SDg3 with 14mm neoprene bonded washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017.
Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel
framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A & B for steel
gauge. Framing must be designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Table 'A" 26 Ga. Hammon Rib Wall Panel
Maximum Design Pressure:
-573 psf
-72.9 psf
-67.7 psf
+46.9 psf
+543 psi
Panel Fastener Pattern:
2-1-2-1
2-1-2-1
2-1-2.1
2-1-2-1
2-1-2-1
Panel Span:
5'-0" O.G
4'-0' O.C.
4'-0' O.C.
51-W D.C.
4'-W O.G
Substrate:
MN. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
Steel Framing
Min. 38 Ga.
Steel Fmming
Min. 18 Ga.
Steel Framing
'Design Pressure includes a Safety Factor= 2.0.
`,IIIIIII III rIII!
f10i
CE NSF l�v
�///7777 •F
tiP. �992Y /
STATE OF
s+�lw i0f` AL OB'.I ID 1-.
arrm ffff �f OItt 1111��1
FIR 27403.1
Jt At,1.8, 2-018
rForce Engineering & Testing Inc.
19530 Romblevmod Drive
Humble,TX 77338
Table "B" 29 Ga. Hampton Rib Wall Panel
Mwdmum Design Pressure:
-57.3 psf
1 -1509 psf
+39.0 psf
+143.1 psf
Fastener Pattern:
6--3--G'-3"-6'-3"-6'
6'-3'-6'-3'-6"-3'-6'
Fastener5pacing:
4'-0' O.C.
2'-0' O.C.
4'-0" O.0
r-0" O.C.
Design Pressure includes a Safety Factor= 2.0.
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Cade 2017, Section 1709.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule SIG20-3.
Performance Standards: The product described herein has demonstrated compliance with:
ASTM E 1592-05 (2012) Test method for structural performance of
sheet metal roof and siding systems by uniform static air pressure
difference
Reference Data: 1. ASTM E 1592-05 (2012) Test
Force Engineering & Testing, Inc. (FBC Organization N TST-5328)
Report No. 667-0060T.18A-E, 667-0061T-ISA-0
2. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
(FBC Organization 0 ANE ID: 1920)
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Installation: Install per manufacturer's recommended details.
Insulation: Manufacturer's approved product (Optional)
Panel Fire Classification: Fire classification Is not part of this acceptance.
Jttt1 u z g tr,r
�1 ',�� CE NSF
lam/
STATE OF ; k/
. is 4
ORIOA.,�4',
nerm e4 JON t. PSt`,
FL# 27403.1
Jlww18, 2018
Force Engincerin- g & Testing Inc.
19530 Ramblu d Drive
Humblc,TX 77338
Shear Diaphragm: Shear diaphragm values are outside the scope of this report
Design Procedure: Based an the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Cade 2017 for wall cladding
wind loads. These component wind loads for wall cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
FL# 27403.1
Jwnz.18, 2018
26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
112-14 " 3/4' HUH SDJ Y!/ 14MM BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
6- —.-3"— 6 -•-3" - 6 - - -3- - 6' 3-
#12-14 [ 3/4' HMI SD3 W/ 14MM BONDED NEOPRENE WASHER
'1II ate A Flmldu
1//�I� Gp,p•
No.44923:F
STATIC 04
1M182018
3/30/2018 Florida Building Code brine
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,. lei Product ApprovalRC ❑ USER: PubUser
PNaett aepmvai Menu > PMdu**r APP.UMUan Se "> APPRmdan Ua > Appamdon Uetall
FL# FL37996-Rl SCANNED
Applicauon type Affirmation
Code Version 2017 BY
Application Status Approved St. Lucie County
Comments
Archived
Product Manufacturer
Address/Phone/Emall
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Documentation from approved Evaluation or Validation Entity
Elixir Door and Metal Company
1215 Pope Drive
Douglas, GA 31533
(912) 493-2215
ryarberry@elixirdmc.com
I�
t
Randall Yarberry
ryarberry@elixtrdmccom
/
p30 ���
I9
PTC Product Design Group
PO Box 520775
O
,,,ppp
O
`'
Longwood, FL 32752
(321) 690-1768
-�1
®-
G " �D %Arjf.
Info@ptc-corp.com
PON
G�
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
American Architectural Manufacturers Association
American Architectural Manufacturers Association
Standard
ASTM E330
Year
2002
I affinn that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are In
compliance with the new Florida Building Code.
Yes No N/A
FL17996 R1 CDC Affirmation FL17996 418-1208 sspQF
https:IANww.floddabuilding.org/pr/pr app_d8.aspx7pammzvGEVXQMDquTluhTgK2%2bd3R°/a2b%2bN%2f8gOs9RCIoMUYo2bfRDgsg3ZdGjXiw%3da/o3d
3130)2018 Florida Balding Cade Online
Product Approval Method Method 1 Option A
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page d
01/29/2018
01/29/2018
02/04/2018
0 O Page l/ 2 0 40
FL#
Model, Number or Name
Description
17996.1
Series 202-ZOS Steel Door
Series 202-20S Steel O.S. Door w/ Vertical Slider Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 R3 C CAC EXR 202-20S Vertical Ild r ASTM E330
plus5.pdf
Approved for use outside HVHZ: Yes
Impact Resistant- No
Quality Assurance Contract Expiration Date
Design Pressure: +30/-30
12/03/7018
Other.
Installation Instructions
FL17996 R1 II ELIX0034 Rev A Series 202-20S S-P0
Verified By: Robert J. Amonuo, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1642 Rev3 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.2
Series 230 W9 Steel Door
Series 230 W9 Steel O.S. Door w/ Cottage Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 Rl C CAC EXR 230 W9 Cottage ASTM E330
Approved for use outside HVHZ: Yes
1219s5.o&f
Impact Resistant No
Quality Assurance Contract Expiration Date
Design Pressure: +30/-30
12/03/2018
Other:
Installation Instructions
M17996 RI H ELD(0033 Rev A Series 230 W9 SS.odf
Verified By: Robert 3. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1642 ReV3 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.3
Series 402-14
Vinyl Steel Out -Swinging Regular Door - 1,V'44" Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR 402-14 E330 olus5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +40/-40
Installation Instructions
Other.
FL17996 RI IT ELIX0050 REV -A OS MODEL 40Z-14 ss.odf
Verified By: Roberti. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1951 Revla 415-0705 ss Rdf
Created by Independent Third Party: Yes
17996.4
Series 402-20S
Vinyl Steel Out -swinging Regular Door - 20" slider window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 R3 C CAC EXR 402-205 E330 In us5.odf
Quarrty Assurance Contract ExpiraUan Date
Approved for use outside HVHZ: Yes
Impact Resistant: No
09/14/2020
Design Pressure: +40/-45
Installation Instructions
Other:
FL17996 Rl iI EM0051 REV -A OS MODEL 402-ZOS ss.Rd(
Verified By: Robert 3. Amoruso, PE FL PE No. 49752
Created by Independent Third Parry: Yes
Evaluation Reports
FL17996 R3 AE PER 1951 ReVla 415-0705 ss odf
Created by Independent Third Party: Yes
17996.5
Series 407
Vinyl Steel Out -swinging Regular Door - Blank (no window)
Limps of Use
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17996 RI C CAC EXR 407 E330 olus5.odf
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2020
Design Pressure: +40/-45
Installation Instructions
Other
FL17996 R3 II ELIX0052 REV -A OS MODEL 407 sUdf
Verified By: Robert 3. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
https:/Avww.fladdabuilding.orgfprlpr app d0.aspx7param--wGEVXOwtDq(lTluhTgK2%2bd3R%2b352bN%2f8fjOs9RCIoMU%2b82Dgsg3ZdGJXIwYo3d%3d
3130/2018
Flodda Building Cade Online
FL17996 RI AE PER 1951 Revla 415-0705 ss.gdp
Created by Independent Third Party: Yes
17996.6
Series 430 W9
Vinyl Steel Out -swinging Regular Door - 9-Lice Window (1'S" x
3'0")
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 R1 C CAC EXR 4307199 E330 jijusS.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant No
09/14/2020
Design Pressure: +33/-40
Installation Instructions
Other:
FL17996 R1 II ELIXODS3 REV -A OS MODEL 430-W9 ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1951 Revla 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.7
Series 6400 W9 Cottage
Series 6400-W9 Non -Impact Inswing Painted Steel Door
w/Storm Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RI C CAC EXR 6400 E330 olus5 PA
Approved for use outside HVHZ: Yes
Impact Resistant No
Quality Assurance Contract Expiration Date
09/16/2019
Design Pressure: +66/-56
Installation Instructions
Other.
FL17996 RI 11 ELIX0056 Rey --A IS MODEL 6400-W9 WITH
STORM DOOR ss.odf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1954 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
17996.8
Series 7500 Oval
Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door
w/Adjustable Threshold
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
EL17996 RI C CAC EXR 750D Oval 21 adiustable threshold
Approved for use outside HVHZ: Yes
E330 o HILl if
Impact Resistant No
Design Pressure: +34/-50
Quality Assurance Contract Expiration Date
09/17/2019
Other:
Installation Instructions
FL17996 RI it Er Dr0055 R v-A IS MODEL 7500 OVAL 1
WITH ADJUSTABLETHREESHOLD ss.ndf
Verified By: Robert J. Amaruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AF PER 155 ReyRey2 415-0705 ss,WK
Created by Independent Third Party: Yes
17996.9
Series 7500 Oval
Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door
w/Star Door and PVC lambs
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
Approved for use outside HVHZYes
FL17996 RI C CAC EXR 7500 Oval 23 E330 oiu=S 4f
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +50/-50
Installation InstruNons
Other:
FL17996 RI IT ELTX0060 Rev -A IS MODEL STR 7502 23
OVAL WITH STORM DOOR ss.odf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1955 Rev2 415-0705 ss.119
Created by Independent Third Party: Yes
17995.10
Series 8400 W9 Cottage
Series 8400-W9 Non -Impact Oval Inswing Vinyl Laminated
Steel Door w/Star Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL17996 RI C CAC EXR 8400 E330 olusSndf
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other:
FL17996 Rl II FUX0057 Rev -A IS MODEL 8400-W9 OVAL
WITH DOOR
STORM ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
PL17996 R1 AE PER 1954 Rev2 415-0705 ss.odf
Created by Independent Third Party: Yes
httpsJANww.floddabuild[ng.org/prlpr app_d0.aspx?param-.wGEVXQvADquTluhTgK2%2bd3R%2b%2bN%2f8lGs9RCIoMU%2bf iE)gsg3ZdGJXIw%3d%3d
3/30/2018
Florida Building Code Online
17996.11
Series 9000
Series 9000 Non -Impact Inswing Vinyl Laminated Steel Door
w/Storm Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ.- No
FL17996 RX C CAC EXR 9000 50 E330 plus5.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant.- No
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other.
FL17996 RI It ELOf0058 Rev -A IS BLANK 9000 DOOR W.
STORM DOOR ss.pdF
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
E417996 RI AE PER 1954 Rev2 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.12
Series 9400 Cottage
Series 9400-W9 Non -Impact Inswing Vinyl Laminated Steel
Door w/Storm Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RI C CAC EXR 9400 E330 plus5.ndf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistard: No
09/16/2019
Design Pressure: +50/-50
Installation Instructions
Other:
FL17996 R] II B-IX0059 Rev -A IS MODEL 9400-W9
COTTAGE W. STORM DOOR ss.pdf
Verified By: RobertJ. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1954 Rev2 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.13
Series AFIF7N
Series AFIF7N Non -Impact IS Fiberglass Door
Limps of Use
Certification Agency Certificate
Approved for use In HVHZ. No
Approved for use outside HVHZ: Yes
FL17996 RI C CAC FXR AFIF7N E330 plus5.pff
Quality Assurance Contract Expiration Date
Impact Resistant No
09/14/2019
Design Pressure: +38/-38
Installation Instructions
Other.
FL17996 RI II F-MOD40 AFIF7N-BFIF7N RevA SS pdf
Verified By: Robed J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1952 Rev2 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.14
Series AFOF7N
Series AFOF7N Non -Impact OS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL17996 RI C CAC EXR AFOF7N E330 plus5.pdf
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/14/2019
Design Pressure: +38/-3B
Installation Instructions
Other.
EL17996 Rl IT ELIX0042AFOF7N-BFOF7N RevA ss.pij[
Verified By: Robed J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R3 AE PER 1952 Rev2 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.15
Series AVIF7N
Series AVIF7N Non -Impact IS Steel Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
EL17996 RI C CAC EXR AVIE7N E330 plus5.pi f
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/O3/2020
Design Pressure: +25/-25
Installation Instructions
Other:
FL17996 RI It ELIX0047 AVIF7N-13VIF7N RevA ss.pX
Verified By: Robed J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1953 Rev2 415-0705 ss.Pdf
Created by Independent Third Party: Yes
17996.16
Series AV0F7N
Series AVOF7N Non -Impact OS Steel Doors
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RI C CAC EXR AVOE7N E330 Rlu55.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/06/2020
Design Pressure: +21/-21
Installation Instructions
Other:
FL17996 RI II ELD(0048 AVOF7N-BVOF7N RevA ss.pdf
Verified By: Robert]. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
https:/AWvw.floridabuilding.orgfpr/pr app d0.aspx4pamm--vGEVXQwIDquT[uhTgK2%2bd3R%Zb%2bN%2f8lOs9RC1oMU%2bfRDgsg3ZdG]Xlw%3d%3d
3/30/2018
Florida Building Code Online
Evaluation Reports
FL17996 RI AE PER 1953 Rev2 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.1.7
Series BFIF7N
Series BFIF7N Non -Impact IS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17996 RA C CAC EXR BFIF7N E330 nius5.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/15/2019
Design Pressure: +38/-38
Installation Instructions
Other.
FL17996 R3 H EUXO040 AFIF7N-BFIF7N RevA SS,Rdf
Verified By: Robert J. Amomso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1952 Rev2 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.18
Series BFIF75
Series BFIF7S Non -Impact IS Fiberglass French Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17996 Rl C CAC EXR BEIF7S E330 plus& pQf
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/15/2019
Design Pressure: +38/-38
Installation Instructions
Other.
FL17996 RI If ELD(0046 SFIF75 RevA ss.pdf
Verified By: Robert 3. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R1 AE PER 1952 Rev2 415-0705 ss.pdf
Created by Independent Third Party: Yes
17996.19
Series BFOF7N
Series BFOF7N Nan -Impact OS Fiberglass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17996 RI C CAC EXR BFOF7N E330 plusS.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/06/2020
Design Pressure: +301-30
Installation Instructions
Other.
FL17996 RI IT EUX004Z AF0F7N-BE0F7N RevA ss.pdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 1952 Rev2 415-0705 ss.odF
Created by Independent Third Party: Yes
17996.20
Series BVI635
Series BVI635 Non -Impact Single Inswing Door w/Flxed Ute
Insert and Outswing Storm Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
R17996 R3 C CAC EXR BVI63S E330 p us5 d
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/17/2021
Design Pressure: +65/-65
Installation Instructions
Other:
FL17996 R3 It ELIX0061 BVI63S RevA ss.pdf
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RI AE PER 2244 Rev2 415.0705 ss.pdf
Created by Independent Third Party: Yes
Go to Page d
0na< Nq:A
Conn s::2601 RIalr Smne Reed,lnohamefi32399 Phone: 850497-1924
4) O Page 1/210 m
The State of Flodda b an ANEED employer. CopyrJght 2007-2013 State of Flowda.:: PdvaaY Statement :: Atres MN Statement :: Refund Statement
Under Flodda caw, small addresses am wblle re rds. IF You do not want Your e,ma0 address released N moome to a PubOc-rewrds request do not send el m nlc
Product APProwd Accepts:
10W-9 Ni M
FS.,
https:fhmw.floridabuilcing.org/prlpr app dtl.aspx?pamm=wGEVXQwtDquTluhTgK2%2bd3R%2b%2bN%2f8fjjOs9RCIoMU°/a2bfRDgsg3ZdGjXlw%3d%3d
3/30/2018
Florida Building Code Online
Credit Card
Safe
https:/ANww.floddabuilding.org/pripr_app_AU.aspx?param= GEVXQwtDquT[uhTgK2%2bd3R%2b%2bN%2f8fjDsgRCIaMU%2bfRDgsg3ZdG]Xlw%3d°/3d
ELMR DOOR & METAL CO.
MODEL 407 NON -IMPACT OUTSWING
VINYL LAMINATED STEEL DOOR
GENERALNOTES:
I.MEPMDUUMT GO UESHOWNHMR ISOESIGNEO S.INMEAS WHERE WINOSORNE OEBPo6PROTECTION
TO COMPLY WITH THE CURRIM EDITION OF WE
REWOYEMENTSMV.USEOFMWACTPROTECTIVE
MGN
SYSTEMCOMPLYM FOfl
VELOCIITYRURNCANEZO EANOCWOING
VELOCITYS)STA NE ZONEN. DESIGN
REGION IS
EREBRLS REGION915 MANDATORY FOR ME
PRESSURES) STATED HEREIN.
PRODUCT HEREIN.
PRODUCT
I.. THE PRODUCT DETAR6 CONTAINED HEREIN ME BASED
6. FRAME MATERIAL: ALUMINUM ALLOY EOEJ.TS
UPON SIGNED AND SEALED TEST REPORT DALIAS
DOOR PANEL MATERML:.09 Mil. VINYL LAMINATED
LABORATORIES. INC. 0,142TB AND ASSOCIATED
GALVANIZED STEELAIS•SKIN W/ URETHANE FOAM CORE.
LABORATORY STAMPED DRAWINGS.
T. DESIGNATIONS W STAND FOR ME FOLLOWING:
3. ADEQUACY OF THE EXUT[NG STRUCTURAL 2K FRAMING
)C OPERABLE PANEL
ORSTEEL FRAMING ASAMNNYANL)FORCENESISTNG
O: FIXED PANEL
SYSTEM CAPABLE OF WRHSTANDNGAND
TRANSFERRING APPLIED PRODUCT LOADS TO WE
9. HARD WARE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
A H 1111143M <)B061TSEXTRUDEDAWMINUM
ORARCHITECTOFRECORD.
B. LATCHLOCKKEYED
C. DEAD BOLT: SINGLE CYLINDER
3.1XAND V BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHOREOTOPROPERLYTRANSFERALLLOAOSTOWE
9. SEE SHEETI FOR DESIGN PRESSURE CHART.
STRUCTURE SUCKDESIGNANDINSTALLATIONISTHE
NESPONSIBIL WOFTHE ENGINEERORMCHITECT OF
RECORD.
4. THE WSTXUATION DETAILS DESCRIBED HEREIN ME
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FORASPECIFICSITC IFSITEDONDITIWSCAUSE
INSTALLATION TOOEWATE FROM THE REQUIREMENTS
DETNLEDT MIN.AUCENSEDENGINEERORMCHITECT
SHALL PREPARE SITE SPEWIC DOCUMENTS FO R USE
WITH THIS DOCUMENT.
DESIGN NiESSURE RATING (PSF)
IMPACn--I
WHERE WATER INFILTRATION
REOUIREMENTISNEEOEO
WHEREWATERINFILWATION
REOUSEMENTISNOTNEEDED
••
MOD/i3.D
'•TWIT MUMS INSTALLED BENEATH AN "PROVED OVERHANG
TABLE OF CONTENT
SHEET
DESCRIPTION
I
GENERAL AND INSTALLATION NOTES
2
ELEVATION. ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS
4
HORIZONTAL CROSS SECTIONS
INSTALLATION NOTES:
I. ONE (1) INSTALLATION ANCHOR IS R8WREDATEACH
ANCHORLOC W)N.
].MENUVONMCHOMATTIRESPAGNGSSHOWN
METHE MINIMUMNUMBER OFANCHORBAND MNOMUM
SPACING S TO BE USED FOR PRODUCT INSTALLATION.
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
WITH LOAD BEARING SHIM(S). MAXWUMALLOWMLE
SHIM SITE OF 1N INCH. SHIMWHERE SPACE OF 1110INCH
OR GREATER OCCURS. 9H W IS) SHALLBE CONSTRUCTED
OF IUGM DENSITY PLASTICOR BElllA
4.ANCHORSFORINSTALLATIONINTOWWDF ANGOR
14GA MMMUM STEEL FRAMING SHALL BE AS SHOWN N
'ANCHOR SCHEDULO W IS SHEET.
S. MZMMUM EMSEDMENTMD EDGE DISTANCE EXCLUDE
WALL FINISHES. INCLUDING BUT NOT LIMITED TO
STUCCO. FOAM. BRICK WNEERAND SOING.
A INSTALLATION ANCHORSSHALL MANUFACTURERS
INSTALLED IN
ACCORDANCE WITH ANCHORSANDANHSSHALL
INSTALLATION INSTRUCTIONS AND STRENGTHS
HS LE
NOT BEUEMI INSUBSTRATESSTRENGTH
LESS
THAN THE MINIMUM STRENGTH SPECIFIED IN ME
'ANCHOR SCHEDULE• THIS 6H EET.
T.I ST82 MADE OF
COMMOM ON ESLST OHAROWME
OR HAVE AUNEOFSIONRESISTNTCOATING. MATERIAL
OR W.VEACOMOSION RESISTANT COATING.
ANCHORSCNEDULE
SUBSTRATE
OOORFR ME
TYPE
SIZE
MANUFACTURER
ANWOR
EMBEDMENT
EDOE
DISTANCE
ANCHORCAPACTRES
TYPE
SPECIFICATION
(�(1)
(W) O
gA9ED ON
SHEET
MN.3
METAL/STEEL
ASNESIB.BA
THREADS
MN.33 KSI YIELD
TUBING 14 GA
FN(ZAM)
PAN HEAD
NO.B
(T"PPIG SCREYJN
PASTINSBDE
3R8'
9TNEGTH
MN.
SURFACEOF
THICKNESS
SUBSTRATE
ANSIB10E.1
(HOOD SCREW)
WOOD WTH AMNIM)M
2XW00D
FIN (Z-BM)
PAN HEAD
NO.B
OR
1'
12'
SPECIFIC GRAVRYOF
FRAMING
ASNE BISAA
0.42.
"PING SCREW
NOTES:
1) FIXL V.000MTAPR`G SCREWS IFGRRTNG 3 A CAM9UR. DRILL. D.OW FLOE3K1LE(RiBL SCE46).
2) EOGEDOTANCE I.ffASUI+Efl FIOTN BRE3150EOFANCHORTDD3GECFSUSSTRATE
RoDoO J. Momso. P.E.
FL P.E. No. 49762
ON: m=RAEen 3. Amaru6q a
79
3511116' MAX CA
v1
FRAME WIDTH
34 3/4' MAX
DOOR PANEL
Q S
WIDTH
AX.
O.C.iY
C. (TYP.)
$
3 3
11
W MAX (TYP.) I 3-MAX (TYP.)
s6
H
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4
4
4 d' MAX. (TYP.)
a
4
F
4 10' MAX.
Z
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4
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X
LOCK ASSEMBLY (REGULAR DRIVE-IN O.C. ITYP,)
0
783/4•
MAIL
4
E
O�
4 IS LOCATED APPROX. 38-ABOVE
BOTTOM OF DOOR LEAF AND THE DEAD F
DW�II
DOOR
4
q BOLTASSEMBLY APPROX 4YABDVEPANEL BOTTOM OF DOOR LEAF. SEE STRIKE
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m p
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EXTERIOR VIEW
p8 R 211Y WOOD
Y SCREW
SCREWS nn
ENTRY DOOR
STRIKE DL•TAIL
rvaaa R.U2a1oSTGTE
HALF HINGES WI
pB X 3/4' SCREWS
(TYP.)
#8 TAPPING SCREW.
SCREW MUST BE OF
SUFFICIENT LENGTH TO
I PENETRATE(3) THREADS
I FT MINIMUM BEYOND STEEL
171 TUBE
ENTRY DOOR
STIUKE DCTAIL
s�.neiacmemun
ANCHOR LAYOUT
EXTERIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13.
ANCHOR SPACING VARIES, BUT NOT TO EXCEED
10' MAXIMUM O.C.
E. MIN IMUM NUMBER OF ANCHORS IN HEAD AND SILL
IS 7. ANCHOR SPACING VARIES, BUT NOT TO
EXCEED 10' MAXIMUM O.C.
FL P.E. No. 49752
Digitally signed I
bypobeRJ.
,=�o Amoloao
��4 DN: m=pobertl.
�5 Amorus0.o,
9930.G64H'00'
I'MIN. EMSEDMEI
2X WOOD FRAME
(BY OTHERS)
IEM.ANTTAPE TO BACK—
SIDE OF MOUNTING FIN
EXTERIOR
EXTERIOR
INSTALLATION ANCHOR
INTERIOR
B VERTICAL SECTION
\VOODFRAMBSUSSTRATE
INTERIOR
MAX SHIM
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
1G' MIN.
EDGE DIST.
2X WOOD FRAME
(BYOTHERS)
1' MIN. EMBEDMENT--
1
aWOOD SCREW
INSTALLATION ANCHOR
VERTICAL SECTION
A
WOODFRAMESUBSTRATE
THREE(S)THREAD
MIN. PENETRATION O'TAPPING SCREW
INSTALLATIONANCHOF
SEALANT TAPE TO BACK 318'MIN.
SIDE OF MOUNTING FIN EDGE DIST.
'fit
MA �IvINJIMEMEMITOR!
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G ,LU NO
VERTICAL SECTION
S,TUSISUBSTRAT
EXTERIOR mm INTERIOR
t
3W MIN.
SEALANT TAPE TO BACK EDGEOIST.
SIDE OF MOUNTING FIN
#8 TAPPING SCREW
THREE (3) THREAO INSTALLATION ANCH
MIN. PENETRATION
C VERTICAL SECTION
STEELTUSING SUBSTRATE
III
Rohm J. Ammuao, P.E.
FL P.E. No. 49752
Dlg3allydgned
by SobenL
Amon+fo
Gel�E�
DNcn4bbenlAmoiuw. a. CPodun
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INSTALLATION ANCHOR INTERIOR INTERIOR INSTALLATION ANCHOR
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14 GA MIN. SQUARE
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OTHERS)
318 MIN. EDGE GIST.
1—I
W
,�
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INTERIOR
3 TAPPING SCREW
#3 TAPPING SCREW
ALIATION ANCHOR
p8 X3l4'SM
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THREE (3)THREAD�
THREE (3)THREAD
MIN. PENETRATION
MIN. PENETRATION
RobeN.I.Ammoao, P.E.
SEALANTTAPE TO BACK
EXTERIOR
EXTERIOR
FL P.E. No. 49752
SIDE OF MOUNTING FIN
SEALANT TAPE TO BACK
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SIDE OF MOUNTING FIN
HORIZONTAL SECTION
`'"'"""
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Pmdirzt RRIDYd M m > Product er aoollptlon Search > AMk1Uon Ust > Appllratlon Detall
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
SCANNED
BY
FL37499-R5 St. Lucie County
Revision
2017
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Single Hung
Certification Mark or Listing
3�3 /ok4I(j
O
�EVo��IEANGE
G00PV
uN�
SD 0 V'V 13®GG
American Architectural Manufacturers Association
Steven M. Urich, PE
Validation Checklist - Hardcapy Received
Standard
AAMA 5136
AAMA(WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA SOS/I.S.2/A440
Method 1 Option A
03/18/2019
03/18/2019
Year
2011
2008
2011
hfps:lAvww.floddabuilding.org/prlpr app dtl.aspx7param=WGEVXQWtDgtCUGgvjQiz6BPhSOG%2t3B6z)(gygPRVBLovnTSbZoYnLfo%3dn/o3d 1/4
7/30/2019 Florida Building Code Online
Date Approved 03/27/2019
Summary of Products
FL #
Model, Number or Name
Description
17499.1
185 SH
36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R5 C CAC APC (13 185 SH (1017231,pdF
Approved for use outside HVHZ: Yes
FL17499 RS C CAC APC f13279 185 SH (01723 ,pdf
Impact Resistant: Yes
FL17499 R5 C CAC APC (13280) 185 SH (1017231-Rdf
Design Pressure: +55/-55
FL17499 R5 C CAC APC (332921 185 SH f1017237,pd
Other: R-PG55*, Misslle Level D, Wind Zone 3. Glass to be
bedded in Pecora 896 sealant.
Quality Assurance Contract Expiration Date
10/17/2023
Installation Instructions
FL17499 R5 11 08-02545B.odf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes.
Evaluation Reports
FL17499 R5 AE 513323E-3.odf
Created by Independent Third Party: Yes
17499.2
185 SH
5202 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R5 C CAC APC (13269) 8�, 5 SH (10 8 3 ,pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
FL17499 R5 C CAC APC (13270) 185 5N f100823)jW
EL17499 RS C CAC APC (j1) 185 SH f100823)pd
EL17499 RS C CAC APC (13361) 1a5 5H (SH i10082 A4f
Other: R-PG60
Quality Assurance Contract Expiration Date
10/08/2023
Installation Instructions
FL17499 RS II 08-02549E odf
Verified By: Luis R Lomas PE-62S14
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 513327E-4.pd[
Created by Independent Third Party: Yes
17499.3
185 SH
36x84 Fin/Flange Frame IG/SG Single Hung. Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 RS C CAC APC ().3272) 185 SUIpI723 ,pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 R5 C CAC APC (13273) S85 SH (101723),g�f
FL17499 R5 C CAC APC f13274) 185 SH f101723),p&
Design Pressure: +601-60
EL17499 RS C CAC APC f13363) 185 SH f101723),pd(
Other: R-PG60*
Quality Assurance Contract Expiration Date
10/17/2023
Installation Instructions
FL17499 RS IT 08-02550B.pif
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 513328E-S.odf
Created by Independent Third Party: Yes
17499.4
185 SH
36x71 Fin, Finless, Flange Frame IG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 RS C CAC APC 1-10462.01-109-47-110 185 SH
(042522),12dj
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +601-67
Quality Assurance Contract Expiration Date
04/25/2022
Other: R-PG60*
Installation Instructions
FL17499 R5 IT 08-03163 pd
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499. R5 AE 514082.gdj
Created by Independent Third Party: Yes
17499.5
185 SH
36x72 Fin, Flange, and Finless Frame Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17499 RS C CAC AP9(17811)1583.02-106-31-R0 185
SH(061423Lpdf
Impact Resistant: No
Design Pressure: +60/-70
Quality Assurance Contract Expiration Date
06/14/2023
Other: R-PG60
Installation Instructions
FL17499 R5 II 08-03383.odf
Verified By: Luis R. Lomas, PEPE-62514
Created by Independent Third Party: Yes
Evaluation Reports
https://wvnvgoridabuiiding.org/pr/pr app dtl.aspx7param=wGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386ZXgygPRVBLovnTSbZoynLfQ°/,3d%3d 214
7/30/2019
Florida Building Code Online
FL17499 R5 AE 514377.odj
Created by Independent Third Party: Yes
17499.6
185 SH
52x62 Fin, Flange, and Finless Frame, Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 RS C CAC APC(17812)1711.08-106-12-110 185
Approved for use outside HVHZ: Yes
SL 072 3 A f
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +501-63
07/27/2023
Other: R-PG50
Installation Instructions
FL17499 RS fi O"3379.pdf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 514373.pd
Created by Independent Third Party: Yes
17499.7
185 SH
52x62 Fin, Flange, and Finless Frame, Insulating Lanni Glass
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 RS C CAC APC(17813).1711.04-106-12-RO 185
5H(072723 2 f
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +50/-63
07/27/2023
Other: R-PG50
Installation Instructions
FL17499 RS U 08-03381.11df
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 514375.12df
Created by Independent Third Party: Yes
17499.8
185 SH
3602 Fin, Flange, Finless Frame, Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 R5 C CAC APC(17816)1711.07-106-11-RO 185
Approved for use outside HVHZ: Yes
$- 2723),Rg
Impact Resistant: Yes
Quality. Assurance Contract Expiration Date
..Design Pressure: +60/-70
07/27/2023
Other: R-PG60
Installation Instructions
FL17499 RS II 08-03380.pdf
Verified By: Luis R. Lomas, PEPE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 514374.2df
Created by Independent Third Party: Yes
17499.9
185 SH
52x72 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17499 RS C CAC APC (33275) 185 SH (100823),pdf
Approved for use outside. HVHZ: Yes
FL17499 R5 C CAC APC (13276) 185 SH f100823)j&
Impact Resistant: Yes
EL17499 RS C CAC APC (13277) 185 SH (100823),gQf
Design Pressure: +SS/-55
FL17499 RS C CAC APC (13291) 185 SH (10082j?Slff
Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be
Quality Assurance Contract Expiration Date
bedded in Pecora 896 sealant.
10/08/2023
Installation Instructions
FL17499 RS IT 08-OZ5448-1.odP
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 513320B-S.Rdf
Created by Independent Third Party: Yes
17499.10
185 SH
52x84 Fin/Flange Frame IG/SG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 RS C CAC APC (13 63 185 SH(00923,pd(
Approved for use outside. HVHZ: Yes
FL17499 RS C CAC APC (13264) 185 SH 100923),gj f
Impact Resistant: No
FL17499 RS C CAC APC (13265) 33 5H (100923),pfj
Design Pressure: +60/-60
Other: R-PG60
FL17499 RS C CAC APC (13362) 1R5 5H (0 2 ,pd(
Quality Assurance Contract Expiration Date
10/09/2023
Installation Instructions
FL17499 RS iI 00-02546B-2.odf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
EL17499 RS AE 513322E-2.pdf
Created by Independent Third Party: Yes
17499.11
185 Triple SH
111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame
[G/SG Single Hung
htipslAvww.flofdabuilding.org/prIpr app d0.aspx7param=WGEVXQwtDgtCUGgvjqz6BPhSOG°/,2f386z)(gygPRV13LovnTSbZoYnLf4%3d%3d 314
7/3012019
Florida Building Code Online
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: R-PG50*
FL17499 R5 C CAC APC (13341) 185 SH TPL (1 423 ,Rdf
FL17499 RS C CAC APC (133431185 SH TPL (1021231 Rd
FL17499 RS C CAC APC (13346) 185 SH TPL (102023),pr�
FL17499 RS C CAC APC (13348) 185 SH TPL ( 02123 ,pdf
Quality Assurance Contract Expiration Date
10/20/2023
Installation Instructions
FL17499 RS li 08-0254813.pd
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 513324B-6 pol`
Created by Independent Third Party: Yes
17499.12
385 Turin SH
106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame
IG/SG Single Hung '
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +45/-45
Other: R-PG45
FL17499 RS C CAC APC (13340) 185 SH TWN (1021231,pdf
FL17499 RS C CAC APC (13342)_385 SH TWN ( 42 ,pdf
FL17499 R5 C CAC APC (13347) SBS SH TWN ! 020 3 ,pdj
FL17499 RS C CAC APC (133 185 SH TWN (102 23 pdF
Quality Assurance Contract Expiration Date
10/20/2023
Installation Instructions
FL17499 RS 11 08-02547B-7.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
EL17499 RS AE 513323B-7.pdf
Created by Independent Third Party: Yes
Hach Wettt
Con[ d Us :: 7601 Blair Sterne Road, Tallahassee K 32399 phone: 950-187-1824
The State of Fladda Is an AA/EE0 employer. r _ 9ht 2007-2013 Stall or Florida.:: Pdrac Statement :: Amessiblilty Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mall address released In response o a publlc m ords request, der not send electronic
man to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please meted 050.487.1395. -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 emalls
provided may be used For of idal communication with the Ilmnsee.. However emall addresses are FOR record. if you do not wish to supply a personal address, please
provide the Department with an email address which can be made avallable to the public. To determine If you are a licensee under Chapter 455, RS., please click here .
Product Approval Accepts:
® ibtxti
�$CC OI'1 tY hi l?T'R t(5'
https:lAvww.floddabuilding.org/prlpr app_dti.aspx7param=wGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386zXgygPRVBLovnTSbZoYnLiQ%3d%3d 414
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
S. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 11 FOR GLASS DETAILS,
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WINO
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE A10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
IRl15WN5
PN OESaNTOX aVE MvarnID
A RLVISEO ANCHOR SPACING Y CNART9 07/11/16 R.L.
B I REVISED GLASS 10/02/17 R.L.
15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16, .FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
1/2' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS,
17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE N10 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A WOOD: MINIMUM SPECIFIC GRAVITY OF'G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (A48") FY=33KS1/FU-52KS1 OR
ALUMINUM 6063—T5 FU=3CKSI .048" THICK MINIMUM
TABLE OF CONTENTS
SHEET N0. DESCRIPTION
I I NOTES
650 WEST MARKET STREET
GRATZ, PA 17030-0370
I SERIES 165 ALUMINUM SINGLE HUNG WINDOW I
36" X 84"— LMI
NOTES
N.C.
2 — 3 I ELEVATIONS �""` NTS lout 12/09/2014 1-.' 1 OF 11
4 — 10 INSTALLATION DETAILS
SIGNED: 1211412017
Luis R. Lomas P.E.
FL No.: 62514
36' MAX
FRAME WIDTH
16"
2' MAX F- 0 C -�I -1 2" MAX
I I
16'
MAX °D.C.
J_
84"
MAX
FRAME
HEIGHT
A
X
185 ALUMINUM SINGLE HUNG WINDOW
I EXTERIOR VIEW
FLANGE& FINLESS INSTALLATION
SEECHARTdI FOR SMALLER UNITS REQUIREDANCHORS
36" MAX
FRAME WIDTH
16"
:2" MAX MAX--11 --{ 2" MAX
O.C.
16"
MAX oD.G.
J_
84"
MAX
FRAME
HEIGHT
4
X
185ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
FLANGE&FINLESS INSTALLATION
SEE CHART4I FOR SMALLER UNITS REQUIRED ANCHORS
DES/GNPRESSURERATWC
IMPACTRAflNG
t55.OPSF
LARGE
MISSILEIMPACT
MISSILE LEVEL D. WINDZONE3
NOTES:
I.
MAXIMUM SASH SIZE: 34 1/2" X 36".
2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2"
3. MAXIMUM FIXED D.L.O.: 33 I/8" X 45"
REYISNNS
uv OE Pnax wlE iYcxOYEo
A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L
8 REVISED GLASS 10/02/17 IFL
CHART 191 FLANGE & FINLESS INSTALLATION
Number of enahor local
one m4ulmd
Forme
Forme
Width n
Height
fS00
24.00
1 30.00
36.00
8n)
Head
I Jamb
Head
Jamb
Head
I Jamb
Head
Jamb
20.00
2
3
3
3
3
3
3
3
30.00
2
3
3
3
3
3
3
3
Jade
2
3
3
3
3
3
3
3
42.00
2
4
3
4
3
4
3
4
49.00
2
4
3
4
3
4
3
4
54.00
2
5
3
5
3
5
3
6
60.00
2
5
3
5
3
5
3
5
6&00
2
5
3
5
3
5
3
5
7200
2
6
3
6
3
6
3
6
7&00
2
8
3
6
3
6
3
6
84.00
2
8
3
8
3
6
3
8
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36' X 84"- LMI
FLANGE AND FINLESS ELEVATIONS
N.G.
I" L NTS la"" 12/09/2014 F"" 2 OF 11 1
SIGNED: 1211412017
P0. TATE OF
Luis R. Lomas P.E.
FL No.: 62514
36" MAX
FRAME WIDTH
36" MAX
FRAME WIDTH
fl M90N$
ply DLscmvnon
w.n: ApPaa12D
10"
10"
A BNSED ANCHOR SPACING & CHARTS
07/11/16 R.L.
2" MAX
�—{— MAX
2" MAX
2" MAX
MAX
2" MAX
8 REVISED GLASS
'10/02/17 R.L.
O.C.
2"
O.C.
/
/
f
10" MAX
O.C.
10 MAX
O.C.
CHART & FIN INSTALLATION
FRAME
¢/
MAX
FRAME
5/
/
Frame
Haight
Number of anchorlocationsrequired84"
ame WIcM (in)MAX
f800 24.00 30.00 1
35.00
HEIGHT
HEIGHT
n
HIS
Jamb HIS Jamb H.IS Jamb HIS
Jamb.
/
24.00
3
3 3 3 4 3
5 3
30.00
3
4 3 4 4 4
5 4
/
3&00
39.00
3
5 3 5 4 5
S 5
3
5 3 5 4 5
5 5
Q
4&00
3
a 3 6 4 6
5 6
5A00
3
6 3 6 4 6
6 6
X
/�
x
6.00
66.00
3
3
7 3 7 4 7
e 3 e 4 8
5 T
5 8
7200
3
8 3 8 4 8
5 8
7&00
3
9 3 9 4 9
5 9
90.00
3
1 9 3 9 4 9
5 9
SINGLE HUNG
185 ALUMINUM
WINDOW
185 ALUMINUM
SINGLE HUNG
WINDOW
EXTERIOR VIEW
DESIGNER EXTERIOR VIEW
FIN INSTALLATION
FIN INSTALLATION
SEE CHARTA2
FOR SMALLER UNRS REQUIRED
ANCHORS
SEE CHARTil2
FOR SMALLER UNITS REQUIRED
ANCHORS
DESIGNPRESSURERA7ING
IMPACTRA77NG
t55.OPSF
LARGE
MISSILEIMPACT
MISSILELEVEL D. WINDZONE3
INOTES:
1. MAXIMUM SASH 512E: 34 1/2" X 36".
2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2"
3. MAXIMUM FIXED D.L.O.: 33 1/8" X 45"
SIGNED' 1211412017
%ii WINDOWSLLC
650 WET MARKET STREET
GRAWTZ, PA 17030-0370
\\\`\\511�1I�/0?fA"
v •�\CENS';giP--,
��' AFI0,"62S'�t' ••rt`
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84 — LEI
FIN ELEVATIONS
rl{gyrvj('�{{sE,C¢�LpL
:p AT Of
,
owwN:
Due ND.
aLv
N.G.
08-022545
8
�i�iTs�ONA,IEN\V`\
Lu(s R. Lorries P.E.
FL No.: 62514
D,1e
NTS 12/09/2014 3 OF 11
LR06ERm LOM4SP.E
ruta.DDofaRo eottvnswuB Nczmn
ulf46C4a9 Amnes@lromasFc.aan
AMSIONc
1 /2' MIN FRAMING AEV --so" oATe MPROAD
EDGE DISTANCE A RENSED ANCHOR SPACING & CHARTS 07/11/16 R.L.
W ORD 2X BUCK 8 RENSEO GLASS 10/02/17 R.L.
BY OTHERS
1 1/4" MIN;
EMBEDMENT
BACKER ROD I/4" MAX
& APPROVED SEALANT SHIM SPACE
1 1/4" MIN.
#10 WOOD SCREW
EMBEDMENT
i
1/2"
INTERIOR
MEN
EDGE
DISTANCE
Q10 WOOD
SCREW /
1
EXTERIOR
WOOD FRAMING J
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4- MAX.
SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALL AT ION
NOTES:
1. INTERIORANDEMRIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARRY.
2. PERIMETER AMDJOINTSEALANTBYOTHERS TO BE
DESIGNED INACCORDANCE WRH AS1M E2112
1/4" MAX.
SHIM SPACE
INTERIOR
L BACKER ROD EXTERIOR
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
FLANGE INSTALLATION DETAILS
WWI owc No.
N.O. 08-02545
scut NTS oA 12/09/2014 5"TU4 OF 11
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SIGNED: 1211412017
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Luis R. Lomas P.E.
FL No.: 62514
1/2" MIN
EDGE DISTANCE
METAL
STRUCTURE 17
BY OTHERS n1/4" MAX.
SHIM SPACE
r
APPROVED
SEALANT
LI�I #10 SMS OR
SELF DRILLING
SCREW
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
MET;
STRUCTUF
BY OTHEF
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
METAL S TRUCTURE INSMLA77ON
NOTES:
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS.
NOTSHOWNFOR CLARITY.
Z PERIMETER AND JOINT SEAL AITBY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH A STM E2112
SMIONS
OESMMON DAM I M'.MO
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLASS 10/02/17 R.L.
1/4" MAX.
SHIM SPACE
#10 EMS OR INTERIOR
SELF DRILLING
SCREWS
DISTANCE
-�.
L�1
EXTERIOR
METAL
STRUCTURE
BACKER ROD
BY OTHERS
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 1211412017
MI WINDOWS AND DOORS, LLC
SERIES 185 ALUMINUM SINGLE HUNG WINDOW _!t• D,.6^P6 x=I
35" X 84"— LMI GCTI'
FLANGE INSTALLATION DETAILS �p , TAT OF ; w
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EDGE DISTANCE
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CONCRETE/MASONRY
A RLVSED ANCHOR SPACING & CHARTS
W/11/16 R.L
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10/07/p R.L.
1 1/4" MIN.
OPTIONAL 1X BUCK
a EMBEDMENT
SEE NOTES 3 — 7
1 1/4' MIN.
i/4" MAX.
SHEET I
EMBEDMENT
SHIM SPACE
CONCRETE/MASONRY
1 /4" MAX.
BY OTHERS
BACKER RODSHIM
SPACE
& APPROVED
SEALANT
3/16' TAPCON
3/16' TAPCON
•- �'
INTERIOR
INTERIOR
2N.
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EDGE a
DISTANCE
•�
TERIOR
& APPROVED
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SEALANT
SEE NOTES 3 - 7
SHEET I
JAMB INSTALLATION DETAIL
CONCRETEU4SONRY INSTALLATION
BACKER ROD
SILL TO BE SET
& APPROVED
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IN A BED OF
APPROVED
STRUCTURAL
1. WTERIORANDEXTERIORFINISHES, BYOTHERS,
OPTIONAL 1X BUCK
SEALANT
NOTSHOWNFORCLARITY.
SEE NOTE 3 — 7
2.PERIMETERANDJOINTSEALANTBYOTHERSTOBE
SHEET 1
1/4- MAX
DESIGNED INACCORDANCE WITHASTME2112
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SHIM SPACE
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#10 WOOD SCREW
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SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1.24TERIORAND EXTERIOR FINISHES, BYOTHERS.
NOTSHOWNFOR CLARITY.
2 PER/ME7ERANDJO/WSEAIANT8Y07HERS70BE
DESIGNED INACCORDANCEWHHASTM E2112
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1_
1/2'
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DISTANCE
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SCREW /
WOOD FRAMING J
PENSIONS
REV Y6CIM1PPON NlE Y91taVEa
A REVISED ANCHOR SPACING & CN S 07/11/16 P.L.
B REVISED GLASS 10/D2117 R.L.
1/4' MAX.
SHIM SPACE
INTERIOR
OR 2X BUCK EXTERIOR
BY OTHERS BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR2X BUCKINSTALLATION
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 04"— LMI
FINLESS INSTALLATION DETAILS
NNWN: MG M
N.G. 08-02545
�.... NTS R"n 12/09 /20147 OF 11
SIGNED: 12/14/2017 1
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
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)ISTANCE
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A REVISED ANCHOR SPACING &.CHARTS 6/11/I6 R.L
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SHIM SPACE
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SCREW SCREWS
INTERIOR
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EDGE
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& APPROVED
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SEALANT
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JAMB INSTALLATION DETAIL
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METAL STRUCTUREINSTALL177014
BACKER ROD
& APPROVED
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VERTICAL CROSS SECTION
METAL STRUCT URE INSTALLIT7ON
NOTES:
1. INTERIOR AND EXTERIOR FINISHES BY OTHERS,
NOTSHOWNFORCIAR7T1:
2. PERIMMR AND J07NTSEALANTBY OTHERS 70 BE
DESIGNED IN ACCORDANCE VMASTM Elf 12
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
65D WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
'FINLESS INSTALLATION DETAILS
OWNH: Ow0 N0. PE'/
N.C. 1 08-02545 B
s�aE NTS 12/09/2014 9'W8 OF 11
LROSFAIDI SAE
SIGNED: 1211412017
Luis R. Lomas P.E.
FL No.: 62514
\
2 1/2" MIN.
I R ORDNS
EDGE DISTANCE
'REV oUMMO.R
I MT I MpfiMo
CONCRETE/MASONRY
A REV'SEO ANCHOR SPACING & CHARTS
I
07/11/16 R.L.
BY OTHERS)4V02/17
R.L.
" MINSEE
OPTIONAL 1X BUCKEME
NOTES 3 — 7SHEET 1ENT
1 1/4' MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS OPTIONAL 1X BUCK
BACKER RO
SEE NOTES 3 — 7&
-
APPROVE
.•v
SHEET 1SEALAN/N
3/16" TAPCON •4
1/4" MAX.
SHIM SPACE
INTERIOR
INTERIOR
2 1/2'
MIN. v
EDGE
EXTERIOR
DISTANCE_
EXTERIOR
J
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
ILL TO BE SET
CONCRETIEWSONRY INSTALLATION
BACKER RODN
A BED OF
& APPROVEDAPPROVED
SEALANTTRUCTURAL
EALANT
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
OPTIONAL IX BUCK1/4"
A�4
MAX,
NOTSHOWNFORCfARRY.
SEE NOTE 3 — 7SHIM
SPACE
2PERIMETERANDJOIMSEALANTBYOTHERSTOBE
SHEET 1
DESIGNED INACCORDANCE MTHASTME2112
SIGNED: 1211412017
CONCRET
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BY OTHERS
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FL No.: 62514
APPROVED 1 14" MIN.
RF/ ocscRumaN
SEALANT EMBEDMENT A REWSED ANCHOR SPACING @CHARTS
BEHIND FIN WOOD
FRAMING D PEWSEO G1A56
BY OTHERS
1/4" MAX.
T _[ SHIM SPACE
7/16' MIN J
EDGE DISTANCE
�8 WOOD SCREW WOOD FRAMING ..I I— 1/4" MAX
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I'I
SCREW WOOD
1 1 /4"
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INTERIOR APPROVED
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BEHINDND FIN FIN
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7/I6- MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
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an I .aN o
OJ/11/16 fll.
1 G/02/11 R,L.
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NOTES:
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1. INTERIORANDEXTERIORFINISHES,, BYOTHERS,
`SHIM SPACE
NOTSHOWNFORCLARRY.
2. PER/MEIERANDJO/MSEALANFBYOTHERSTO BE
DESIGNED IN ACCORDANC E WRH AST M E2112
7/lfi" MIN 1
SIGNED: 17114/2017
EDGE DISTANCE
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WOOD FRAMING OR2KSUCKINSTALLATION
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scuE NTS WE 12/09/20148 p' 10 OF 11
Luis R. Lomas P.E.
FL No.: 62514
2 3/16" 1'7/8"
13/1� 6" F17 2 3/1��
FLANGE FRAME HEAD FLANGE FRAMEJAMB
CM-18501 CM48503
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2 13/1
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FLANGE FRAME SILL FINLESS FRAME SILL
CM.1850E CM-18554
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SASH BOTTOM RAIL
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2 3/16"
5/16'
FINLESS FRAME HEAD FINLESS FRAME JAMB
CM•18559 CM-18513
ALUMINUM 6063-15.050'THICK ALUMINUM 6063-T5.050-THICK
2 5/16" —I
2 3/16"
3 3/4"
2 5/16"
FIN FRAME SILL FIN FRAME HEAD
CM-18509 CM-111508
ALUMINUM 6063-75.OW THICK ALUMINUM 6063-75.050-THICK
2 3/8"
2 3/16"
Y
MEETING RAIL FIN FRAMEJAM9
CM-18504 CM-16510
ALUMINUM 6063-T5.055'THICK ALUMINUM 600-15.050' THICK
REWiIMS
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REYISEO ANCHOR SPACING 6: CHARTS
REVISED GIASS
5/8"
1/8" ANN.
3/32 ANN.
.090 PVB BY KURARAY
3/32" ANN.
EXTERIOR
METAL REINFORCED
BUTYL SPACER
I.A 'ZR
1/2" BITE
SILICONE
SEALANT
SETTING BLOCK
GLAZING
DETAIL
SIGNED: 124412017
1 3/8" MI WINDOWS AND DOORS, LLC
L— L 650 S GRATZ.PA 17030-0370T MARKET T
tl SERIES 185 ALUMINUM SINGLE HUNG WINDOW
SASH STILE 36" X 64"— LMI
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CMC8535 ALUMINUM 6083-75.050-THICK
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L ROBSRTOLOAtASa6. __ ' Luis R. Lomas P.E.
IeszwnGo7aRa R0fERnsvrur: Nczmn FL No.: 62514