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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
FL27403-R2
Revision
2020
Approved
.l
-2-7 q®'3- I 2
Carports Anywhere
10858 S.E. County Road 221
Stance, FL
(352)468-1116
bodom@carportsanywhere.com
Brandie Odom
bodom@carportsanywhere.com
Structural Components
Structural Wall
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 ]ohnathan Green
Evaluation Report
Florida License PE-88223
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 06/13/2023
Validated By Brian ]aks, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL27403 R2 COI Letter of Certification -Carports Anywhere sealed.Ddf
1709.2
Product Approval Method Method 2 Option B
Date Submitted 08/04/2020
Date Validated 08/10/2020
Date Pending FBC Approval 08/22/2020
Date Approved 10/13/2020
Summary of Products
FL #
Model, Number or Name
Description
27403.1
Hampton Rib Wall Panel
Hampton Rib Wall Panel over open Framing
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +46.9 psf/-57.3 psf
Other: See Evaluation Report for various Design Pressures,
Install per Manufacturer's Details. Not for use In HVHZ Zones.
Installation Instructions
FL27403 R2 II Hampton Rib Wall Panel sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL27403 R2 AE Hampton Rib Wall Panel sealed.pdf
Created by Independent Third Party: Yes
si- p e
e- a n o n floEog
Limits of Use
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" D.C. -37.0 psf at 4'-0" o.c. Install per
Manufacturer's Details. Not for use in HVHZ Zones.
Installation Instructions
FL27403 R2 II Resi-Lap Wall Panel DRAFT sealed.pdf
Verified By: Johnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL27403 R2 AE Res! -Lao Wall Panel DRAFT sealed.pdf
Created by Independent Third Party: Yes
EEI r0
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an WEED employer. Copyrlaht 2007-2013 State oP Florida.:: Privaev Statement :: Accessiblllty 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 -retards request, do not send electronic
mall to this entity. Instead, contact the oPoce by phone or by traditional mall. If you have any questions, please contact 850.487.139S. -Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F5. 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 dick hgeEL.
Product Approval Accepts:
pttq 11`'. + €CMI®...:
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i
Force Engineering & Testing
19530 Ramblemn)d Drive
Humbie, Tcs:u 77338
Phone: (281) 549-6603 FAX: (281) 540-9966
Websile: a•wa•.IbrcLwn{;ineeriu}:lesliiig.com
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Wall Pavel over open framing
Florida Product Approval # 27403.1 R2
Florida Building Code 2020
Per Rule 61G20-3
Method:2—B
Category: Structural Components
subcategory: Structural Wall
Compliance Method: 61G20-3.005(2)(b)
NON HVHZ
Product Manufacturer:
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Johnathan Green, P.E. # 88223
Florida Evaluation ANE ID:12901
Validator•
Brian Jaks, P.E. #70159
Contents:
Evaluation Report Pages 1- 4
ITEM HAS BEEN
ALLY SIGNED AND
ED BYJOHNATHAN
EN ON THE DATE
CENT TO THE SEAL.
ED COPIES OF THIS
VENT ARE NOT
DERED SIGNED AND
:D AND THE
TURE MUST BE
IED ON ANY
'RONIC COPIES.
FL# 27403.1 R2
Force Engineering & Testing
19530 Rumbleirald Drive
Humble, Texus 77338
I'lione: (281)540-6603 FAX: (281)540-9966
Websile: ww,r.foreeengineeriiigtesling.com
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2020, Sections 1709.2.
Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel, 36" Wide, through fastened
structural. wail 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 2020 Section 1405.2.
Panel Dimension(s): Thickness: 26 Ga.: 0.0185" min. order thickness
29 Ga.: 0.0142" min. order thickness
Width: 36" maximum coverage
Rib Height: %" major rib at 9" O.C.
Panel Rollformer: MRS Metal Rollforming Systems
Panel Fastener: #12-14 x %" HWH SD#3 with 14mm neoprene bonded washing or approved equal.
Corrosion Resistance: Per Florida Building Code 2020.
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 2020.
Allowable Design Pressures:
Table "A" 26 Ga. Hamntan Rih Wall Vanol
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-67.7 psf
+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:
5'-0" O.C.
4'-0" O.C.
4'-0" O.C.
51-0" O.C.
4'-0" O.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min. 14 Ga.
I Steel Framing
Min. 14 Ga.
I Steel Framing
Min.18 Ga.
Steel Framing
Min. IS Ga.
Steel Framing
Design Pressure Includes a satety Factor = zu.
FL# 27403.1 R2
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.
1
Force Engineering & Testing
19530 Ramblewood Drive
Humble. Texas 77338
Phone: (281)54066603 FAX: (281)540-9966
Websile:u•lrlc.forceengineeringltsling.coni
Table "B" 29 Ga. Hampton Rib Wan Panel
Maximum Design Pressure:
-57.3 psf
-150.9 psf
+39.0 psf
+143A psf
Fastener Pattern:
6"-3" 6"-3"-6"-3"-6"
6"_3" 6„_3"_6„_3„ 6
6"_3"-6"-3•-6"_3"_w
6"_3"_6"-3'•_6"_3"-6•
Fastener Spacing.
4'-0" O.C.
2'-0" O.C.
4'-0" O.C.
2'-0" O.C.
Substrate:
Min.16ga.
Steel Framing
Min.16ga.
Steel Framing
Min.16ga.
Steel Framing I
Min.16ga.
Steel Framing
uesign Fressure Includes a Safety Factor = 2.0.
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2020, Section 1709.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2020, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
■ ASTM E 2592-05 (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 # TST-5328)
Report No. 667-0060T-18A-E, 667-0061T-18A-D
2. Certificate of Independence
By Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing
(FBC Organization # AN ID:12901)
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.
FL# 27403.11112
Force Engineering R Testing
19530 Rambleu'ood Drive
Humble. Texan 77338
I'hone: (281)540-6603 FAX: (281)540-9966
Websile: e•we•.forceengineeringlesling.cnm
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.
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 2020 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 2020
Chapter 22 for steel, and Chapter 16 for structural loading.
ITEM HAS BEEN
'ALLY SIGNED AND
ED BY JOHNATHAN
9N ON THE DATE
CENT TO THE SEAL.
) COPIES OF THIS
ENT ARE NOT
=RED SIGNED AND
AND THE
IRE MUST BE
) ON ANY
3NIC COPIES.
FL# 27403.1 RZ
Force Engineering & Testing
19530 Itamblewood Drier
Humble, Teas 77338
Phone: (281)540-6603 rA\: (281)541).9966
Websilc: wne.lilrcccnginceringl�yling.com
26 CA. HAMPTON RIB FASTENER, PATTERN 2-1-2-1
` a12-14 z 3/4- WH SW %V/ 10lM BONDED NEOPRENE WASHER
29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
12-14 a 3/4" H41H S03 1'// 14W BONDED NEOPRENE WASHER
ITEM HAS BEEN
'ALLY SIGNED AND
ED BY JOHNATHAN
EN ON THE DATE
CENT TO THE SEAL.
1 COPIES OF THIS
ENT ARE NOT
2RED SIGNED AND
AND THE
IRE MUST BE
) ON ANY
JNIC COPIES.
FU 27403.1 R2
a
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V
Product Approval USER: Public User
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Product Approval Menu > Product or Application Search > eppllcatlon Llst > Application Detail
Cr 1s1 " 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
FL27402-R2 •Z-7 qO'Z- R .2
Revision
2020
Approved
Carports Anywhere
10858 S.E. County Road 221
Starke, FL
(352)468-1116
bodom@carportsanywhere.com
Brandie Odom
bodom@carportsanywhere.com
Structural Components
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 Johnathan Green
Evaluation Report
Florida License
PE-88223
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date
06/23/2023
Validated By
Brian Jaks, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL27402 R2 COI Letter of Certification -Carports Anywhere sealed.odf
Referenced Standard and Year (of Standard) Standard Year
ASTM E 1592 2005
FM 4471 1992
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
08/04/2020
Date Validated
08/10/2020
Date Pending FBC Approval
08/19/2020
Date Approved
10/13/2020
Summary of Products
FL #
Model, Number or Name
Description
27402.1
Hampton Rib Roof Panel
Hampton Rib Roof Panel over Open Framing
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +54.7 psf/-57.3 psf
Other: See evaluation report for various design pressures
Install per Manufacturer's details. Not for use in HVHZ Zones.
Installation Instructions
FL27402 R2 II Hampton Rib Roof Panel DRAFT sealed.pdf
Verified By: ]ohnathan E Green, P.E. 88223
Created by Independent Third Party: Yes
Evaluation Reports
FL27402 R2 AE Hampton Rib Roof Panel DRAFT sealed,pd�
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road Tallahassee R. 32399 Phone: 850-487-1824
The State of Florida is an AAJEEO employer. SQp Aght 2007-2013 State of Florida :: Prlvacv Statement :: Accessibility, Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 050.487.1395. 'Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, FS. must provide the Department with an email address If they have one. The emalls
provided may be used for offldal communlcallon 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 dick h1re .
Product Approval Accepts-
Credit Card
Safe
Force Engineering & Testing
19530 Ramblewood Drive
Humble, Texas 77338
Phone: (281) 540-6603 FAX: (281) 540-9906
Website: ww•w.rorceeuginecringtesting.com
Product Evaluation Report
CARPORTS ANYWHERE
Hampton Rib Roof Panel over open framing
Florida Product Approval # 27402.1 R2
Florida Building Code 2020
Per Rule 61G20-3
Method: I —D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer.
Carport Anywhere
10858 S.E. County Road 221
Starke, Florida 32091
Engineer Evaluator:
Johnathan Green, P.E. # 88223
Florida Evaluation ANE ID: 12902
Validator•
Brian Jaks, P.E. #70159
Contents:
Evaluation Report Pages 1- 4
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.
FL# 27402.1 R2
Force Engineering & Testing
19330 Ramblea•ood Drive
Humble, Texas 77338
Phone: (281) 540-(di113 F'AX: (281) 540-9966
W sile: w%viv.rorceengineeringl¢sling.cout
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2020, 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 2020 Section 1507.4.3. Optional paint finish.
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2020, 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: %" major rib at 9" O.C.
Panel Rollformer: MRS Metal Rollforming Systems
Panel Fastener:
#12-14 x Y." HWH SD#3 with 14mm neoprene bonded washing or approved equal.
Corrosion Resistance: Per Florida Building Code 2020, Section 1507.4.4.
Substrate Description:
Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel
framing, or Minimum 18 Ga. (Grade SO) Steel framing. See Table A & B for steel
gauge. Framing must be designed in accordance w/ Florida Building Code 2020.
Allowable Design Pressures:
Table "A" 26 Ga- Hamntnn Rib Rnof P-1
Maximum Design Pressure:
-57.3 psf
-72.9 psf
-67.7 psf
+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:
5'-0" O.C.
4'-0" O.C.
4'-0" O.C.
5'-0" O.C.
4'-0" O.C.
Substrate:
Min. 14 Ga.
Steel Framing
Min.14 Ga.
Steel Framing
Min.14 Ga.
I Steel Framing
Min. IS Ga.
Steel Framing
Min. 18 Ga.
Steel Framing
Design Pressure mcmaes a Sarety Factor = 2.0.
��q��ig9td�9Aga
do�ea 6
-� o e
r e STA7 C M i M Z
' �pA 91i0��
FL# 27402.1 R2
ITEM HAS BEEN
'ALLY SIGNED AND
ED BY JOHNATHAN
EN ON THE DATE
CENT TO THE SEAL.
1 COPIES OF THIS
ENT ARE NOT
-RED SIGNED AND
AND THE
IRE MUST BE
) ON ANY
:)NIC COPIES.
1'
Force Engineering & Testing
19530 Ramblee•ood Drive
Humble, Texas 77338
Phone: (281)540-6603 FAX: (281)540-9966
Websile: wwiv.rorecenginecringtestiiig.com
Tab!e "R" 7q Pa N-sn" nn, n....c o
Maximum Design Pressure:
-57.3 psf
-150.9 psf
+39.0 psf
+143.1 psf
Fastener Pattern:
6"-3"-6"-3"-6"-3"-6"
Fastener Spacing.
0-1 " - - '- ' ' -
4'-0" O.0
• - - -
2'-0" 0.41
4'-0" O.C.
2'-0" O.C.
6;-T=55 a REuueaajarecyradar =e.u.
Code Compliance:
The product described herein has demonstrated compliance with
The Florida Building Code 2020, 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 2020, as relates to Rule 61G20-3.
Performance Standards:
The product described herein has demonstrated compliance with:
■ ASTM E 2592-05 (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. 667-0060T-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 Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing
(FBC Organization # ANE ID: 12901
Test Standard Equivalency:
1. The FM 4471-10, Foot Traffic Resistance test standard is equivalent to
FM 4471-92.
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.
ITEM HAS BEEN
'ALLY SIGNED AND
ED BY JOHNATHAN
'N ON THE DATE
CENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.
FU 27402.1 R2
f
r
Force Engineering & Testing
19531) RainhInvowl Drive
Humhle, Texas 77338
Phone: (281)540-6603 FAX: (281)540-9966
Website: a•irw.forcecngiueeringlcsling.com
Minimum Slope Range:
Minimum Slope shall comply with Florida Building Code 2020, 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:
Manufacturer's 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 2020 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 2020
Chapter 22 for steel, and Chapter 16 for structural loading.
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE
SIGNATURE MUST BE
VERIFIED ON ANY
ELECTRONIC COPIES.
FL# 27402.1 R2
Force Engineering c& 'resting
19530 llamblemmd Drive
Humble, Texas 77338
I'bone: (281)540-6603 FAX: (281)540-9966
Websile: w•w•w.rorcecngineerinitesting.com
Z6 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1
�#12-I4 x 3/4" H'NH S03 VI/ INAIA BONDED NEOPRENE WASHER
29 GA. HNAPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6"
`g12 -14 x 3/4" IVNH SD3 N'/ 141,W DONDED 14EOPRE14E C.ASKR
_ alin]lan.
_"11 al1W FmW%"_
FU 27402.1 R2
THIS ITEM HAS BEEN
DIGITALLY SIGNED AND
SEALED BY JOHNATHAN
GREEN ON THE DATE
ADJACENT TO THE SEAL.
COPIES OF THIS
ENT ARE NOT
=RED SIGNED AND
AND THE
JRE MUST BE
) ON ANY
JNIC COPIES.
BCIS Home Log in user Registrauan HotTaplcs Submit Surcharge Stats & Facts Publications Contact Us BCIS Slte Map Links Search
i laiida .
L `k T ) Product Approval
gyp( USER: Public User
Product Approval Menu > Product or Aopllwtion Search > Aypllwtlan List > Application Detail
;EFL # FL17996-R2
Application Type Revision
Code Version 2020
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Elixir Door and Metal Company
Address/Phone/Email 1215 Pope Drive
Douglas, GA 31533
(912)493-2215
ryarberry@eilxirdmc.com
Authorized Signature Randall Yarberry
ryarberry@elixirdmc.com
Technical Representative PTC Product Design Group
Address/Phone/Email PO Box 520775
Longwood, FL 32752
(321) 690-1788
Info@ptc-corp.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year (of Standard) Standard Year
ASTM E330 2002
ASTM E330 2014
Equivalence of Product Standards
Certified By
Product Approval Method
Florida Licensed Professional Engineer or Architect
FL17996 R2 Eauiv EER 2244 Rev3 ss pdf
Method 1 Option A
Date Submitted 02/19/2021
Date Validated 02/22/2021
Date Pending FBC Approval
Date Approved 02/28/2021
Summary of Products
FL *
Model, Number or Name
Description
17996.1
Series 202-20S •Steel Door
Series 202-20S Steel O.S. Door w/ Vertical Slider Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +38.7/-32
Other:
Certification Agency Certificate
FL17996 R2 C CAC 19359 Elixir - 202-20S OS Door (Ibj,
ASTM ]an. 2021.odf
Quality Assurance Contract Expiration Date
07/11/2024
Installation Instructions
FL17996 R2 II ELIX0034 Rev B Model 202-20S ss odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1642 Rev4 ss pdf
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
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25.3/-25.3
Other:
Certification Agency Certificate
FL17996 R2 C CAC 19346 Elixir - 230-W9 OS Door (1b
ASTM ]an, 2021.odf
Quality Assurance Contract Expiration Date
07/11/2024
Installation Instructions
FL17996 R2 II ELIX0033 Rev B Model 230 W9 sspdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1642 Rev4 sspdf
Created by Independent Third Party: Yes
17996.3
Series 402-14
Vinyl Steel Out -Swinging Regular Door - 14" x 14" Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +66/-56
Other:
Certification Agency Certificate
FL17996 R2 C CAC 19349 Elixir - 402-14 OS Door (1b ,
ASTM Jan. 2021_pdf
Quality Assurance Contract Expiration Date
08/26/2025
Installation Instructions
FL17996 R2 II ELIX0050 REV-B OS MODEL 402-14 ss odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1951 Rev3 ss pdf
Created by Independent Third Party: Yes
17996.4
Series 402-20S
Vinyl Steel Out -swinging Regular Door - 20" slider window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +66/-56
Other:
Certification Agency Certificate
FL17996 R2 C CAC 19358 Elixir - 402-20S OS Door (Ijb.
ASTM ]an. 2021.pdf
Quality Assurance Contract Expiration Date
08/26/2025
Installation Instructions
FL17996 RZ II ELIX00S1 R V-R 05 MODK am 20S ss odf
Verified By: Robert ]. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1951 Rev3 ss odf
b nde endent Third Party: Yes
17996.5 Series 407
Vinyl Steel Out -Swing Regular Door - Blank (no window)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other:
Certification Agency Certificate
FL17996 R2 C CAC 19345 Elixir - 407 OS Door (Ub ASTM
Jan. 2021.pdf
Quality Assurance Contract Expiration Date
08/19/2025
Installation Instructions
FL17996 R2 II ELIX0052 REV-B OS MODEL 407 ss odf
Verified By: Robert ]. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1951 Rev3 ss odf
Created by Independent Third Party: Yes
17996.6
Series 430 W9
Vinyl Steel Out -swinging Regular Door - 9-Late Window (118" x
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other:
Certification Agency Certificate
FL17996 R2 C CAC 19344 Elixir - 430-W9 OS Door (1b)
ASTM ]an. 2021.pdf
Quality Assurance Contract Expiration Date
08/25/2025
Installation Instructions
FL17996 R2 II ELIX0053 REV-8 OS MODEL 430-W9 ss pdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1951 Rev3 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
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +66.7/-56.7
Other:
Certification Agency Certificate
FL17996 R2 C CAC 19352 Elixir - 6400-W9 IS Door w-Storm
(1b) ASTM Jan. 2021.pdf
Quality Assurance Contract Expiration Date
09/07/2024
Installation Instructions
FL17996 R2 II EUX0056 Rev-B IS MODEL 6400-W9 WITH
STORM DOOR ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1954 Rev3 sspdj
Created by Independent Third Party: Yes
17996.8
Series 7500 Oval
Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door
w/Storm Door and PVC Jambs
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other:
Certification Agency Certificate
FL17996 R2 C CAC 19348 Elixir - 7500 iS Door w-Storm
1b ASTM Jan. 2021.odf
Quality Assurance Contract Expiration Date
08/23/2024
Installation Instructions
FL17996 RZ II ELIX0060 Rev-8 IS MODEL STR 7500 OVA
WITH STORM DOOR ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1955 Rev3 ss pdF
Created by Independent Third Party: Yes
17996.9
Series 8400 W9 Cottage
Series 8400-W9 Non -Impact Oval Inswing Vinyl Laminated
Steel Door w/Storm Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact. Resistant: No
Design Pressure: +50/-50
Other:
Certification Agency Certificate
FL17995 R2 C CAC 19353 Elixir - 8400-W9 IS Door w-Storm
1b ASTM ]an. 2021.pdf
Quality Assurance Contract Expiration Date
09/07/2024
Installation Instructions
FL17996 RZ II EL IX0057 Rev-B IS MODEL 8400 W9 OVAL
WITH STORM DOOR ss,Rdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1954 Rev3 ss.odP
Created by Independent Third Party: Yes
17996.10
Series 9000
Series 9000 Non -Impact Inswing Vinyl Laminated Steel Door
w/Storm Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50.7
Other:
Certification Agency Certificate
FL17996 RZ C CAC 19374 Elixir 9000 IS Door w Storm
f b ASTM Jan. 2021.odf
Quality Assurance Contract Expiration Date
09/06/2024
Installation Instructions
FL17996 R2 II ELIX0058 Rev-B IS BLANK 9000 DOOR W
STORM DOOR ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1954 Rev3 ss odf
Created by Independent Third Party: Yes
17996.11
Series 9400-W9 Cottage
Series 9400-W9 Non -Impact Inswing Vinyl Laminated Steel
Door w/Storm Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other:
Certification Agency Certificate
FL17996 RZ C CAC 19350 Elixir - 9400-W9 IS Door w Storm
(1b) ASTM Jan, 2021.pdf
Quality Assurance Contract Expiration Date
09/06/2024
Installation Instructions
FL17996 R2 II EUX0059 Rev-B IS MODEL 9400-W9
COTTAGE W. STORM DOOR ss.odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1954 Rev3 ss.odf
Created by Independent Third Party: Yes
17996.12
Series AFIF7N
Series AFIF7N Non -Impact IS Fiberglass Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +38.7/-38.7
Other:
Certification Agency Certificate
FL17996 R2 C CAC 19351 Elixir - AFIF7N iS Door (1b) ASTM
Jan. 2021.0d
Quality Assurance Contract Expiration Date
08/21/2024
Installation Instructions
FL17996 R2 II EUX0040 AFIF7N-BFIF7N RevB ss pdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1952 Rev3 ss.pdf
Created by Independent Third Party: Yes
17996.13 Series AVIF7N
Series AVIF7N Non -Impact IS Steel Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +38/-38
Other:
Certification Agency Certificate
FL17996 RZ C CAC 193SG Elixir - AVIF7N IS Door11 hlASTM
Jan, 2021.pdf
Quality Assurance Contract Expiration Date
07/22/2025
Installation Instructions
FL17996 R2 i1 ELIX0047 AVIF7N RevB ss iZdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1953 Rev3 ss„pdf
Created by Independent Third Party: Yes
17996.14
Series 3FIF7N
Series BFIF7N Non -Impact IS Fiberglass Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +38.7/-38.7
Other:
Certification Agency Certificate
FL17996 R2 C CAC 19357 Elixir - BFIF7N IS Door W-Side
Lites 1b ASTM Jan. 2021.odf
Quality Assurance Contract Expiration Date
08/21/2024
Installation Instructions
FL17996 R2 II ELIX0040 AFIF7N-BFIF7N RevB ss odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1952 Rev3 ss pdf
Created by Independent Third Party: Yes
17996.15
Series BVI63S
Series BVI63S Non -Impact Single Inswing Door w/Fixed Lite
Insert and Outswing Storm Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +65/-65
Other:
Certification Agency Certificate
FL17996 R2 C CAC EXR BVI63S E330 olus5.odf
Quality Assurance Contract Expiration Date
12/17/2021
Installation Instructions
FL17996 R2 II ELIXD061 BVI63S RevB ss odf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 RZ AE PER 2244 Rev3 ss odf
Created by Independent Third Party: Yes
17996.16
Series 1VIF7N
Series BVIF7N Non -Impact IS Steel Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +40/-40
Other: .
Certification Agency Certificate
FL17996 R2 C CAC 19354 Elixir - BVIF7N IS Door f1b) ASTM
Jan. 2021.odf
Quality Assurance Contract Expiration Date
07/29/2025
Installation Instructions
FL17996 R2 11 ELIX0049 BVIF7N BVIF7S RevB ss Ddf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1953 Rev3 ss Ddf
Created by Independent Third Party: Yes
17.996.17 I Series BVIF7S .I Series BVIF7S Non -Impact IS Steel Door
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other:
Certification Agency Certificate
FL17996 R2 C CAC 19355 Elixir - SVIF7S IS Door w-Storm
ASTM ]an. 2021.Ddf
Quality Assurance Contract Expiration Date
07/29/2025
Installation Instructions
FL17996 R2 II ELiX0049 BVIF7N BVIF7S RevB sspdf
Verified By: Robert J. Amoruso, PE FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL17996 R2 AE PER 1953 Rev3 ss Ddf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blalr Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. gopyrfoht 2007-2013 State of Florida ;: Privacy Statement :: Accesslbl0ty, 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 mall. If you have any questions, please contact 85GA87.1395. -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 official communication with the Ilcensee. 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 dick bere .
Product Approval Accepts:
Credit Card
Safe
ELIXIR DOOR & METALS CO. lR E
MODEL 407 NON -IMPACT OUTSWING
o � a
O1 �
VINYL LAMINATED STEEL DOOR a a
INSTALLATION ANCHORAGE DRAWING
r.
GENERAL NOTES:
1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED
5.IN AREAS WHERE WINDBCRNE DEBRIS PROTECTION
TO COMPLY WITH THE CURRENT EDITION OF THE
REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE
FLORIDA BUILDING CODE (FBC) EXCLUDING HIGH
SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR
VELOCITY HURRICANE ZONE AND THE DESIGN
WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE
PRESSURE(S) STATED HEREIN.
PRODUCT HEREIN.
1o. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED
6. FRAME MATERW.: ALUMINUM ALLOY 6003-Te
UPON SIGNED AND SEALED TEST REPORT
DOOR PAN EL MATERIAL:.09 MIL VINYL LAMINATED
CONSTRUCTION CONSULTING LABORATORY REPORT B
GALVANIZED STEEL016' SKIN W/ URETHANE FOAM CORE
CCL-19-167AND ASSOCIATED LABORATORY STAMPED
DRAWINGS.
7. GLASS MEETS THE REQUIREMENTS OF ASTM E130D•12AE1.
ib. TESTED TO ASTM E330.14.
2. ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING
OR STEEL FRAMING AS A MAN WIND FORCE RESISTING
SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD.
B. OESIGNATIONSW STAND FOR THE FOLLOWING:
X:OPERABLEPANEL
O: FIXED PANEL
9. HARDWARE:
A HALF HINGES: (4)6063-TB EXTRUDED ALUMINUM
B. LATCH LOCK KEYED
C. DEAD BOLT. SINGLE CYLINDER
3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLYTRANSFER ALL LOADS TO THE 10. SEE SHEETI FOR DESIGN PRESSURE CHART.
STRUCTURE BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 11. IF WATER INFILTRATION REQUIREMENT EXISTS, UNIT MUST
RECORD. BE INSTALLED BENEATH AN OVERHANG MEETING THE
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS
FORA SPECIFIC SITE. IF SITE CONDITIONS CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN, ALICENSED ENGINEER OR ARCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
CURRENT EDITION OF THE FLORIDA BUILDING CODE -
BUILDING AND RESIDENTIAL VOLUMES.
DESIGN PRESSURE RATING (PSF)
IMPACT RATING
WHERE WATER INFILTRATION
WHERE WATER INFILTRATION
REQUIREMENTISNEEDED
REQUIREMENT IS NOT NEEDED
1
NONE
SEE GENERAL NOTE II
+501-50
TABLE. OF CONTENT
SHEET
DESCRIPTION
1
GENERAL AND INSTALLATION NOTES
2
ELEVATION, ANCHORING LAYOUT
3
VERTICAL CROSS SECTIONS
4
HORIZONTAL CROSS SECTIONS
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH
ANCHOR LOCATION
2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN
ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM
SPACINGS TO BE USED FOR PRODUCT INSTALLATION.
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE
SHIM SV-E OF 1141NCH. SHIM WHERE SPACE OF 1116INCH
OR GREATER OCCURS, SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER.
4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR
14GA. MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN
'ANCHOR SCHEDULE'THIS SHEET.
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE 10
WALL FINISHES, INCLUDING BUT NOT LIMITED TO
U
STUCCO, FOAM, BRICK VENEER AND SIDING.
6. INSTALLATION ANCHORS SHALL BE INSTALLED IN
a
ACCORDANCE WITH ANCHOR MANUFACTURER -
INSTALLATION INSTRUCTIONS
AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
E-+
THAN THE MINIMUM STRENGTH SPECIFIED IN THE
W W
'ANCHOR SCHEDULE' THIS SHEET.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE
G v
MUST BE MADE OF CORROSION RESISTANT MATERIAL
o�3 W O
OR RAVE A CORROSION RESISTANT COATING.
IL G7
0 0
124
O N
A c
r-r
a
w
ANCHOR SCHEDULE
SUBSTRATE
DOORFRAME
TYPE
SIZE
MANUFACTURER
AND/OR
EMBEDMENTDISTANCE
EDGE
ANCHOR CAPACITIES
TYPE
SPECIFICATION
(IN)III
(IN)(v12)
BASED ON
SHEET
MIN.3
META./STEEL
THREADS
TUBING 14 GA
FIN (Z-BAT)
PAN HEAD
NO. B
ASME 818,6.4
PASTINSIDE
3/8'
MIN. KSI YI
YIELD
MIN.
(TAPPING SCREW)
SURFACE OF
STRNEGTK
THICKNESS
SUBSTRATE
ANSI B1B.6.1
2X WOOD
(WOOD SCREW)
WOOD WITH AMINIMUM
FRAMING
FIN (Z-BAR)
PAN HEAD
NO. B
OR
1'
1/2-
SPECIFIC GRAVITYOF
ASME 818.6.4
OA2.
(TAPPING SCREW)
NOTE:
1) FOR WOOD OR TAPPING SCREWS IFSFUTTING IS A CONCERN, DRILL 0.082' PILOT HOLE(DRILL SIZE45).
2) EDGE DISTANCE MFASUIU D FROM ETHERSIDE OF ANCHOR TO EDGE OF SUBSTRATE
Robert J. Amwuso, P.E.
FL P.E. No.49752
•': ioein:±io'
1+r+
Digitally signed by
RobertJ Amoruso
Rate: 2021.02.18
T108:03-05'00'
38 P MAX. OA
FRAME WIDTH
36' MAX.
DOOR PANEL
WIDTH
B D
3 3
4' MAX (TYP.)
I
4
F J
W MAX (rYP.)-- r
I I X G LOCK ASSEMBLY IS LOCATED APPROX.
82114" 80' 4 4 37° ABOVE BOTTOM OF DOOR LEAF
MAX. O.A. MAX E O AND THE DEAD BOLT ASSEMBLY
FRAME DOOR q 4 APPROX. 41'ABOVEBOTTOM OF DOOR
HEIGHT PANEL O� LEAF. SEE STRIKE DETAILS THIS
I HEII HT
SHEET.
41'
37'
FOUR HALF HINGES, 3'
AND 21' FROM EACH
A
C
END OF THE DOOR
3 3
PANELSECURED
BY #8 X 3/4' SCREWS
(TYP-)
ELEVATION
Exrm TOR VIEW
1
#8 x 3/8' WOOD
SCREW
I
I I
l 1
ENTRY DOOR
STRIKE DETAIL
WOOD FaemESUBMAn
1 1
I #8 TAPPING SCREW.
SCREW MUST BE OF
SUFFICIENT LENGTH TO
PENETRATE(3)THREADS
I MINIMUM BEYOND STEEL
I TUBE.
ENTRY DOLOR
STRIKE DETAIL.
SrE L71uswoSunscsATE
� 3
6' MAX.
p
C. (TYP.)
4' MAX. (TYP.)
W MAX.
O.C. (TYP.)
SILL ANCHOR SPACING
SAME AS HEAD SPACING
ANCHOR LAYOUT
EXTERIOR VIEW
ANCHORING NOTES:
1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 14.
ANCHOR SPACING VARIES, BUT NOT TO EXCEED 6'
MAXIMUM O.C.
2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL
IS 6. ANCHOR SPACING VARIES, BUT NOT TO
EXCEED W MAXIMUM O.C.
Robert J. Amoroso, P.E.
FL P.E. No. 49752
Digitally
signed by
""� _� �•
a}vS�E16s�rOr
Robert
Amoruso
4,cc, .
li
Date:
��;;•;;�,
2021.02.18
12,08.47
-05,00,
1' MIN. EMBEDMENT #8 WOOD SCREW
s
INSTALLATION ANCHOR
2X WOOD FRAME
M
<
3
(BY OTHERS)
1/2• MIN.
THREE (3) THREAD
MIN. PENETRATION
SEALANT TAPE TO BACK EDGE DIST. #8 TAPPING SCREW
SIDE OF MOUNTING FIN
INSTALLATION ANCHOR
on
SEALANT TAPE TO BACK 318' MIN.
SIDE OF MOUNTING FIN EDGE DIST.
o
114• MAX SHIM
G
g`
m
EXTERIOR
INTERIOR
14 GA. MIN. SQUARE
STEEL TUBING (BY
c;
a w
OTHERS)
U
in
c w
orn
cy x O
EXTERIOR INTERIOR
N
L
E
GZ
O
y
Q
O
Z
B
VERTICAL SECTION
O
arm
9� m
WOOD FRAME SUBSTRATE
D VERTICAL SECTION
STEW TUBING SUBSTRATE
-d n. iz
o
�oN
I we
o
zh
o N 2
OO
qy
A 0
oZtL
W
EXTERIOR
INTERIOR
F
a E
EXTERIOR INTERIOR
MAX SHIM
14 GA MIN. SQUARE
STEEL TUBING (BY
�114•
OTHERS)
SEALANT TAPE TO BACK
iRobert
J. Amoruso, P.E.
FL P.E. No.49752
SIDE OF MOUNTING FIN
10 MIN.
2X WOOD FRAME
EDGE DIST.
318' MIN,
SEALANT TAPE TO BACK EDGE DIST.
; ,�a
(BY OTHERS)
SIDE OF MOUNTING FIN
"(1�,• `
'x (• .,car 1gg
1• MIN. EMBEDMENT--{
t18 WOOD SCREW
#8 TAPPING SCREW�s.<otio:
THREE 3 THREAD
() INSTALLATION ANCHOR
of
INSTALLATION ANCHOR
MI"' PENETRATION
....
signed
Digitally signed by
A
VERTICAL SECTION
RobertJAmoruso
WOOD FRAME SUBSTRATE
VERTICAL SECTION
STEEL TUBING SUBSTRATE
Date:2021.02.18
12:08:59-05'00'
1/4' MAX SHIM
112' MIN. EDGE DIST.
2X WOOD FRAME
(BY OTHERS)
#8 WOOD SCREW
INSTALLATION ANCHOR
M.,l
1' MIN.
EMBEDMENT
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
1/4' MAX SHIM
o
1/2' MIN. EDGE DIST.
I
�
a
2X WOOD FRAME
(BY OTHERS)
#8 WOOD SCREW
INTERIOR INTERIOR INSTALLATION ANCHOR
Li
#8 X 314' SMS
Q
1' MIN.
V
EMBEDMENT
EXTERIOR EXTERIOR SEALANT TAPE TO BACK
F+
W
SIDE OF MOUNTING FIN
.S
r'Y HORIZONTAL SECTION
WOOD FRAME SUBSTRATE
3/8' MIN. EDGE
#8 TAPPING SCREW -
INSTALLATION ANCHOR
THREE(3)THREAD r
MIN. PENETRATION
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN -
14 GA. MIN. SQUARE
TER TUBING (BY
OTHERS)
HORIZONTAL SECTION
STEELTUBING SUBSTRATE
G�
a
a. ma
00
INTERIOR
r F
14 GA. MIN. SQUARE
STEEL TUBING (BY
OTHERS)
INTERIOR
HORIZONTAL SECTION
WOOD FRAME SUBSTRATE
3/8' MIN. EDGE DIST.
9C
W
0
I
#8 X 3/4' SMS
#8 TAPPING SCREW
INSTALLATION ANCHOR
1HREE(3)THREAD
MIN. PENETRATION
Robed J. Amciuso, P.E.
EXTERIOR EXTERIOR
FL P.E. No.49752
SEALANT TAPE TO BACK
SIDE OF MOUNTING FIN
H O��ALSUBSTRATE EC ON
H
STEEL
Digitally signed by
Robert J Amoruso
Date: 2021.02.18
12!09:10-05'00'
k (gar 3•'.g.,}!''txa '-r"y` i i*m� } "`•i��Exilt
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ii FL #
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Comments
Archived
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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
FL17499-RS 9 G
Revision
2020
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
bsitiinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE .
Validation Checklist - Hardcopy Received
Standard Year
AAMA 506 2016
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2011
Method 1 Option A
11/17/2020
11/17/2020
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
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be
bedded In Pecora 896 sealant
Certification Agency Certificate
FL17499 118 C CAC APC (13278) 185 SH (101723 pdf
FL17499 R8 C CAC APC (13279) 185 SH 101723 ,pdf
FL17499 R8 C CAC APC ( 2 0) 185 SH (1017231,
171,17499 R8 C CAC APC (13292) 1 5 SH1 5 SH 101723 ,pdf
quality Assurance Contract Expiration Date
10/17/2023
Installation Instructions
FL17499 R8 II 08-02545BI.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 513321E-3.pdf
Created by Independent Third Party: Yes
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R8 C CAC APC (3269) 185 SH 00823 ,gdf
Approved for use outside HVHZ: Yes FL17499 R8 C CAC APC (3 70) 185 SH IQQ823),pdf
Impact Resistant: No FL17499 RB C CAC APC ( 31 271) 8 SH lOOB23 ,pdf
Design Pressure: +60/-60 FL17499 R8 C CAC APC (13361) 185 SH ( 008 3 ,per
Other: R-PG60 quality Assurance Contract Expiration Date
10/08/2023
Installation Instructions
FL17499 R8 II 08-0254981.odf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 513327E-4.pdf
Created by Independent Third Party: Yes
17499.3 1185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17499 R8 C CAC APC (31 272) 165 SH (101723),pf
Approved for use outside HVHZ: Yes FL17499 R8 C CAC APC (13273) 185 SH (185 SH (1023),pdf
Impact Resistant: No FL17499 R8 C CAC APC (1327� SH (10117723) odf
Design Pressure: +60/-60 FL17499 R8 C CAC APC (3 63)_185 SH ( 01723 ,pd
Other. R-PG60* Quality Assurance Contract Expiration Date
10/17/2023
Installation Instructions
FL17499 RS II 08-02550BS.odf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 513328E-S.pdf
Created by Independent Third Party: Yes
17499.4
185 SH
3601 Fin, Finless, Flange Frame IG Single Hung
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R8 C CAC APC H0462 01-109-a7-Rn 185 SH
Approved for use outside HVHZ: Yes
f042522).pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +60/-67
04/25/2022
Other: R-PG60*
Installation Instructions
FL17499 R8 II 08-03163-1.odf
Verified By: Luis R, Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 514082.pdf
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 FL17499 R8 C CAC APC(17 11)1583.02-106-11-RO 185
Approved for use outside HVHZ: Yes SH 061423 .pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +60/-70 06/14/2023
Other: R-PG60 Installation Instructions
FL17499 R8 II 08-03383.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 514377,pdf
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 R8 C CAC APC(1781 1711.08-106-12-R0 185
Approved for use outside HVHZ: Yes
SH(072723),pd f
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +50/-63
07/27/2023
Other: R-PG50
Installation Instructions
FL17499 R8 iI 08-03379.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 514373,12f
Created by Independent Third Party: Yes
17499.7
185 SH
52x62 Fin, Flange, and Finless Frame, Insulating Lami Glass
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-63
Other: R-PG50
Certification Agency Certificate
FL17499 RB C CAC APC(1 13)1711.04-106-12-RO 185
5H{072723) pt
Quality Assurance Contract Expiration Date
07/27/2023
Installation Instructions
FL17499 118 II 08-03381.Rd
VeriFled By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 514375.12df
Created by Independent Third Party: Yes
17499.8
185 SH
36x72 Fin, Flange, Finless Frame, Insulated Glass
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/-70
Other: R-PG60, Missile Level D, Wind Zone 3
Certification Agency Certificate
FL17499 R8 C CAC APC(17816)1711.07-106-12-R2 185
01061423).odf
Quality Assurance Contract Expiration Date
06/14/2023
Installation Instructions
FL17499 R8 II 08-03380.pdf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 514374.odf
Created by Independent Third Party: Yes
17499.9
185 SH
52x72 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +55/-55
Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be
bedded in Pecora 896 sealant.
Certification Agency Certificate
FL17499 R8 C CAC APC (13275) 185 SH (1008231.odf
FL17499 R8 C CAC APC (32 6) 185 S 1008 3 ,pdf
FL17499 R8 C CAC APC (132771 185 SH 100823),pdf
FL17499 RS C CAC APC (13291) 185 SH 100823),pdf
Quality Assurance Contract Expiration Date
10/08/2023
Installation Instructions
FL17499 R8 II 08-0254481 odf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 513320E-i.pd
Created by Independent Third Party: Yes
17499.10
185 SH
52x84 Fin/Flange Frame IG/SG Single Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
Other: R-PG60
Certification Agency Certificate
FL17499 R8 C CAC APC (132 3) 185 SH (100923),pdf
FL17499 R8 C CAC APC (13264) 185 SH 100923),pdf
R17499 R8 C CAC APC (13265) 185 SH ( 09 pd
FL17499 R8 C CAC APC (13362) 185 SH 1 09 3 ,pdf
Quality Assurance Contract Expiration Date
10/09/2023
Installation Instructions
FL17499 R8 II 08-02546B1 odf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 513322B-2.pdf
Created by Independent Third Party: Yes
17499.11
185 Triple SH
111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame
IG/SG Single Hung
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: R-PG50*
Certification Agency Certificate
FL17499 R8 C CAC APC (13341) 185 SH TPI f11042.MjL
EL17499 R8 C CAC APC (13343) 185 SH TPL ( 2 2 ,pdd
FL17499 R8 C CAC APC (13346) 185 SH TPL (102023),pa
FL17499 R8 C CAC APC (13348)_185 SH TPL ( 021 3 ,pf1j
Quality Assurance Contract Expiration Date
10/20/2023
Installation Instructions
FL17499 R8 II 08-02546B1.pdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 513324E-6 odf
Created by Independent Third Party: Yes
17499.12
185 Twin SH
10602 Fin Frame IG/SG Single Hung 105x72 Flange Frame
IG/SG Single Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +45/-45
Other: R-PG45
Certification Agency Certificate
FL17499 R8 C CAC APC (13340) 185 SH IMIMUM.RLf
FL17499 R8 C CAC APC (3 22 185 SH TWN Q 104=,pdf
FL17499 R8 C CAC APC (13347) 185 SH TWN (1020231,pdf
FL17499 R8 C CAC APC (13349) 185 SH TWN(102123),pjf
Quality Assurance Contract Expiration Date
10/20/2023
Installation Instructions
FL17499 R8 II 08-02547B1.Ddf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AC 513323E-7 Dd
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-497-1824
The State of Florida Is an WEED employer. Copyright 2007-2013 State eP Florida. ;;Privagy Statement :: Aceesslbi6ty 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
mall to this entity. Instead, contact the oftice by phone or by traditional man. 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 emalls
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 dick here .
Product Approval Accepts:
Credit Card
Safe
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
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE IX 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.
B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED 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 ALUMINUM 6053—T5.
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 #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.
TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 I NOTES
2 — 3 ELEVATIONS
4 — 10 INSTALLATION DETAILS
11 COMPONENTS
REVISIONS
DEStlDPNON DATE PPPRDVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
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 #10 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
MANUFACTURER'S 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 (.048) FY=33KS1/FU=52KSI OR
ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM
SIGNED. =27/2020
MI WINDOWS AND DOORS, LLC
0jlk1111I//'/
650 WEST MARKET STREET
N\���5 ;:'. LOg�G�
GRATZ, PA 17030-0370
`r
* D g2 1 '. A
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
— (// /
NOTES
STAT AC ,*
OB—OE2�54S
B
'S/ONAy1�a`���
Luis R. Lomas P.E.
SGLE DATE
NTS 12/09/2014 1 OF 11
LROHERTOLOMASP.E
l432 WOODFORD RD LERMLLE NC270$9
434-"8-=g Abnm$@Gbmaw&=
FL No.: 62514
36" MAX
FRAME WIDTH
16.. —{
2" MAX MAX
I '1 2' MAX
T-
16"
MAX OO.C.
84"
MAX
FRAME
HEIGHT
185ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
FLANGE & FINLESS INSTALLA71ON
SEECHARTXI FOR SMALLER UNITS REQUIRED ANCHORS
36" MAX
FRAME WIDTH
16"
2" MAX MAX 2" MAX
O.C.
T-
16"
MAX OO.C. /
84"
MAX
ME
HEIGHT
X
185ALUMINUM SINGLE HUNG WINDOW
DESIGNER EXTERIOR VIEW
FLANGEHFINLESS INSTALL477ON
SEE CHART #1 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGAFPRESSURER477MG
IMPACTR477NG
t55.0PSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE
NOTES:
1. 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 1/8" X 45"
HARDWARE SCHEDULE
(2) METAL SWEEP LOCK AT8' FROM EACH END INTERIOR MEETING RAIL
RDISIONS
DCSORIPnON CAIE I APPROVM
REVISED ANCHOR SPACING & CHARTS 07/11/16 1 R.L.
REVISED GLASS 1 10/02/17 1 R.L.
CHART #1 FLANGE & FINLESS INSTALLATION
Number of anchor IocaBona required
Frame
Height
an)
Frame Width n)
18.00
1 2400
30.00
3600
Head
I Jamb
I Head
I Jamb
Head
I Jamb
Head
Jamb
24.00
2
3
1 3
3
3
1 3
3
3
30.00
2
3
3
3
3
1 3
3
3
36.00
2
3
3
3
3
3
3
3
4200
2
4
3
4
3
4
3
4
48.00
2
4
3
4
3
4
3
4
900
2
5
3
5
3
5
3
5
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
78.00
2
6
3
6
3
6
3
6
84.00
2
8
3
6
3
6
3
6
SIGNED: 0212712020
MI WINDOWS AND DOORS, LLC
1011177
650 WEST MARKET STREET
GRATZ, PA 17030-0370
\0%J11
R- L0�////
`ter \•�pENSF9J+/ice
0 S *=
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
_�*•
—
FLANGE AND FINLESS ELEVATIONS
"�F•'QZ0R1OP• \`�
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as —o2sas
a
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sNcuGe DAre
NTS 12/09/2014
2 OF 11
Luis R. Lomas P.E.
FL No.: 62514
L ROBERTOLOANSAE
1432 WOODFORD RD LEWISVI MNC27M
434i88-=9 n7wn& C4LkawDa.mm
I
)
FF
HE
36" MAX
FRAME WIDTH
10"
2" MAX �--�}— MAX j 2" MAX
1 I I O.C.
10" MAX
O.C.
O
4" T—
AX
4ME
GHT
Q
36" MAX
FRAME WIDTH
toll
2" MAX MAX 12" MAX
O.C.
2"
toll MAX O
D.C.
MAX
FRAME
HEIGHT
4
185 ALUMINUM SINGLE HUNG WINDOW
185 ALUMINUM SINGLE HUNG WINDOW
EXTERIOR VIEW
DESIGNER EXTERIOR VIEW
FIN INSTALLATION
FIN INSTAU AT70N
SEE CHART S2 FOR SMALLER UNITS REOUIRED ANCHORS
SEE CHART 0 FOR SMALLER UNITS REQUIRED ANCHORS
DESIGN PRESSURE RATING
IMPACT RA77NG
155.OPSF
LARGE
MISSILE IMPACT
MISSILE LEVEL D, WIND ZONE 3
NOTES:
1. 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 1/8" X 45"
HARDWARE SCHEDULE
METAL SWEEP LOCKAT&' FROM EACH ENE
BLOCK AND TACKLE BALANCE AT JAMBS
�a
REVISIONS
oesemanaN DATE APPROVED
REVISED ANCHOR SPACING do CHARTS 07/11/16 R.L.
REVISED GLASS 10/02/17 R.L.
CHART #2 FIN INSTALLATION
Number of anchor lace ansraqulrod
Frame
Haight
n)
Frame
Width n
18.00
H 6 S Jamb
1 24.00
H d S IJamb
1 30.00
H d S Jamb
36.00
H 3 S Jamb
24.00
3
3
3
1 3
4
3
5
3
30.00
3
4
3
1 4
4
4
5
4
36.00
3
5
3
5
4
5
6
5
4200
3
6
3
5
4
6
5
5
48.00
3
6
3
6
4
6
5
6
Stil
3
6
3
6
4
8
5
6
60.00
3
7
3
7
4
7
5
7
66.00
3
B
3
8
4
B
5
8
7200
3
B
3
a
4
8
5
8
78.00
3
9
3
9
4
9
5
9
84 00
3
9
3
9
4
9
5
9
SIGNED. 0212712020
MI WINDOWS AND DOORS, LLC
111z
650 WEST MARKET STREET
GRATZ. PA 17030-0370
\�0%W11L
��� �5 , .P. Off
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SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
—
^
FIN ELEVATIONSSAT
J://�t•
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DRAWN:
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8
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Luis R
R. Lomas P.E.
FL
"LE NTS DATE 12/09/2014s035
EU
L ROBERTO LOWSRE
1432 WOODFORD RD LEMSVILM NC27023
474.688-0609 Aomas@kkn=sp"=
62$14
1/2" MIN
RCASIONS
EDGE DISTANCE
RE
DESCRaMON
are
APPROVED
WOOD FRAMING
A
REVISED ANCHOR SPACING & CHARTS
07/11/16
R.L.
OR 2X BUCK
R
REVISED GLASS
10/02/17
R.L.
BY OTHERS
1 1/4" MIN.
EMBEDMENT ,
BACKER ROD
& APPROVED
dF71
MAX.
SEALANT
SHIM SPACE
1 1/4" MIN.
II III
#10 WOOD SCREW
EMBEDMENT
1
1/2"
INTERIOR
MIN
EDGE
DISTANCE
/
#10 WOOD
SCREW
EXTERIOR
WOOD FRAMING
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 2K BUCK INSTALLATION
NOTES:
1.INTERIOR AND EKTERIORFINISHES, BYOTHERS,
NOT SHOWNFOR CLARITY.
2. PERIMETER AND JOINT SEALANTBYOTHERSTO BE
DESIGNED W ACCORDANCE VMNASTM E2112
1/4" MAX.
SHIM SPACE
INTERIOR
BACKER ROD EXTERIOR
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2KBUCKINSTALLA7TON
SIGNED. 02127120,20
MI WINDOWS AND DOORS, LLC
\\�tullr►rr�///
650 WEST MARKET
STREET GRATZ. PA 17030 0370
_*� 0 6 1t=
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"- LMI
FLANGE INSTALLATION DETAILS
=,o' S am
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i�'nFs;cfQRIOP
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DWD NO.
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///jS70NALt \\\,
NTS wTE 12/09/2014
4 OF 11
LLls R. Lomas P.E.
FL ND.: 62514
L ROBERTO LOMAS RE
1422 WOODFORD RD LEMSWLLa NG27022
434-69M09 r0omt N muper
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/2" MIN
EDGE DISTANCE
R 1/4" MAX.
SHIM SPACE
_—r
II I11 `- #10 SMS OR
SELF DRILLING
SCREW
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
META
STRUCTUR
BY OTHER
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1 /4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES.,
I. INTERIOR AND EXTERIOR FINISHES, BY07HERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINTSEALANTBYOTHERS TOBE
DESIGNED IN ACCORDANCEWTTH AS7M E2112
REVISIONS
OESMPRON WTE MPROVED
REVISED ANCHOR SPACING & CHARTS 07/11,/16 R.L.
REVISED GLASS 10/02/17 R.L.
1 /4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILLING INTERIOR
SCREWS
EDGE
DISTANCE—
I �—
lU�
II
EXTERIOR
MEL
STRUCTURE
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED. 0212712020
%u WINDOWS D LLC
S
650 W MA ET STREET
GRATZ, PA 17030-0370
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SERIES 185 ALUMINUM SINGLE HUNG WINDOW
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L ROBERTO LOMAS P.E
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_ 2 1 /2" MIN,
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EDGE DISTANCE
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A REVISED ANCHOR SPACING & CHARTS
07/11/16 R.L.
BY OTHERS .
'• a • • . .
a' �
8 REVISED GLASS
10/02/17 R.L
° 1 1/4" MIN.
•°'
OPTIONAL 1X BUCK
.' 4: EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
• ' --T
1 1/4" MIN. 1/4" MAX.
I
EMBEDMENT SHIM SPACE
CONCRETE/MASONRY
1/4" MAX.
BY OTHERS
BACKER ROD
SHIM SPACE
& APPROVED
SEALANT
°
3/16" TAPCON
3/16" TAPCON o°
° INTERIOR
INTERIOR
2 1/2- �. .'
MIN. •
EXTERIOR
EDGE a
DISTANCE •
EXTERIOR
BACKER ROD
& APPROVED
OPTIONAL 1X BUCK SEALANT
SEE NOTES 3 — 7
SHEET I JAMB INSTALLATION DETAIL
BACKER ROD
CONCRETEMASONRY INSTALLATION
& APPROVED
SILL TO BE SET
IN A BED OF
SEALANT
APPROVED
NOTES:
STRUCTURAL
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS
OPTIONAL 1X BUCK
SEALANT
NOTSHOWNFOR CLARITY.
SEE NOTE 3 — 7
EPERIMETERANDJOINTSEALANTBYOTHERSTOBE
SHEET 1
1/4" MAX
DESIGNED INACCORDANCE WITHASTME2112
SIGNED.02WI2020
SHIM SPACE
CONCRETE/MASONRY
MI WINDOWS AND DOORS, LLC
1R.I Ll0 /z
OTHERS
650 WEST MARKET STREET
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FL Luis R. as
494-6BBA6O9 lComas@hbmasparom
1/2" MIN
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT SHIM SPACE
#10 WOOD SCREW
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
TILL TO BE !
NABED OF
'APPROVED
)TRUCTURAL
;EALANT
1 /4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
WOOD FRAMING OR 2XBUCKINSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARIM
2. PERIMETER AND JOINT SEALANT BYOT HERS TO BE
DESIGNED INACCORDANCEWITHASTME2112
REVISIONS
0c5cR1F 10N oME MPROVEo
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLASS 10/02/17 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
1
1/2"
EDGE INTERIOR
DISTANCE AE
jj10 WOOD
SCREW
WOOD FRAMING EXTERIOR
OR 2X BUCK BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCKINSTALLATTON
SIGNED. 0212712020
i1'rI WINDOWS
o AND LLC
650ST ET STREET
`
GRATZ. PA 17030-0370
\ r••�\GENS�
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
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12/09/2014OF 11
Luis R. Lomas P.E.
L ROBERTO LOMASP.E
1432 WOODFORD RD LEWISVI" NC2MM
434-MS4609 tffwwSht=spu.wm
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/2" MIN
EDGE DISTANCE
1 /4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILLING
SCREW
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHER BYOTHERS,
NOTSHO WN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT 0Y0THERS TO BE
DESIGNED IN ACCORDANCE WRHASTME2112
SILL TO BE SET
IN A BED OF
APPROVED
STRUCTURAL
SEALANT
1/4" MAX.
SHIM SPACE
l
REM=NS
DESCRIPnaN DATE I APPROVED
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLASS 10/02/17 R.L.
1 /4" MAX.
SHIM SPACE
#10 SMS OR
SELF DRILLING
INTERIOR
SCREWS
l—"
1/2"
MIN.
EDGE
DISTANCE
1
EXTERIOR
METAL
BACKER ROO
STRUCTURE
& APPROVED
BY OTHERS
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ• PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WIN[
36" X 84"— LMI
FINLESS INSTALLATION DETAILS
DRAWN: DWD NO.
N.G. 08-02545
f
NTS -r 12/09/2014 --8 OF 11
L ROBERTO LOMAS P.E
1432 WOODFORD RD LEMSVILLE; NO27O23
SIGNED: 02&7/2020
Luis R. Lomas P.E.
FL No.: 62514
2 1/2" MIN.
REVI5 NS
EDGE DISTANCE
CONCRETE/MASONRY
DEScra n°rs
DATE APPROVED
BY OTHERS
. G ' '
'
A REVISED ANCHOR SPACING & CHARTS
07/11/16 R.L
•
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.
8 REVISED CLASS
iD/02/17 R,L.
OPTIONAL 1X BUCK
'
•a•'
°
SEE NOTES 3 — 7
SHEET 1
EMBEDMENT
—I
1 1/4" MIN.
I f
EMBEDMENT
CONCRETE/MASONRY
1/4" MAX.
BY OTHERS OPTIONAL IX BUCK
BACKER ROD
SHIM SPAC
vv SEE NOTES 3 — 7
& APPROVED
SHEET 1
SEALANT
3/16" TAP
ON
3/16" TAPCON
1 /4" MAX.
INTERIOR
SHIM SPACE
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°
2 1/2"
MIN. n
EDGE °
EXTERIOR
DISTANCE . '• r.
EXTERIOR
BACKER ROD
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JAMB INSTALLATION DETAIL
(vim SILL TO BE
A BEDIOf
SET
CONCRETEJMASONRYINSTALLATION
BACKER ROD
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APPROVED
& APPROVED
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SEALANT
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SEALANT
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
OPTIONAL I BUCK
1/4^
NOTSHOWN FOR CLARITY.
SEE NOTE 3 — 7
SHIM SPACE
2PERIMETERANDJOINrSEALANTBYOTHERSTOSE
SHEET 1
DESIGNED INACCORDANCE WIMASTMM12
SIGNED. 0212712020
CONCRETE/MASONRY
MI WINDOWS AND DOORS, LLC
�t111II1II/
BY OTHERS
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14V WOODFORD RD LEWLSVILLE NC2=
Luis R. Lomas P.E.
4M-688-M9 dbmast@bh u —
FIL No.: b2514
APPROVED
SEALANT
BEHIND FIN
7/16- MIN
EDGE DISTANCE
1 1/4" MIN.
EMBEDMENT
BY OTHERS
1/4 I.MAX.
SHIM SPACE
#8 WOOD SCREW
EXTERIOR
INTERIOR
7/16" MIN j
EDGE DISTANCE
98 WOOD
SCREW
1 1/4" MIN.
APPROVED
EMBEDMENT
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR2KBUCKINSTALLATION
P
MMSIONS
OESDRIPOON DATE I APPROVED
REVISED ANCHOR SPACING k CHARTS 07/11/16 R.L.
REVISED GLASS 10/02/17 R.L.
WOOD FRAMING 1/4" MAX
BY OTHERS SHIM SPACE
/ SCREWOD
1 1 N. I/
MIN.
t I INTERIOR
EMBEDMENT
APPROVED
SEALANT
BEHIND FIN
7/16- MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2KBUCKINSTALLATION
NOTES:
1/4- MAX
I. INTERIORAND EXTERIOR FINISHES,BYOTHERS,
HIM SPACE
NOTSHOWN FOR CLARITY.
2 PERIMETER AND JOINTSEI G1NT BYOTHERS TO BE
DESIGNED INACCORDANCEWTIHAST1NE2112
SIGNED. 0212712020
MI WINDOWS AND DOORS, LLCR
11LIIII7Y�
IOOD
650 WEST MARKET STREET
\l\ \5 �4f /�
AMING
GRATZ, PA 17030-0370
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SERIES 185 ALUMINUM SINGLE HUNG WINDOW
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FIN INSTALLATION DETAILS
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NTS
L ROBERTO LOMAS RE
1422 WOODFORD RD LEWISVRLQ NO27027
Luis R. Lomas P.E.
494-6Ds-cm lcwntks66xnum.mm
FL No.: 62514
-7 2 3/16"
41 1
13/16"
E
FLANGE FRAME HEAD
CM48501
ALUMINUM 6063-T5.050' THICK
2 5/16"
3 3/8`
L��
FLANGE FRAME SILL
CM-18502
ALUMINUM 6063-T5.055'THICK
—1 1 5/8
1 3
LOCKRAIUSTILE
CM-1B505
ALUMINUM 6063-T5.062'THICK
1"
GLAZING BEAD
CM-1805
RIGID PVC.050' THICK
1 7/8"
2 3/16"
FLANGE FRAME JAMB
CM-18503
ALUMINUM 6063-T5.050'77-JICK
2 5/16"
2 13/1 E"
FINLESS FRAME SILL
CM-18554
ALUMINUM 6063-T5.055'THIC.
1 7/16
2 5/16"
LEO
SASH BOTTOM RAIL
CM-18555
ALUMINUM 6063-T5.050' THICK
�11 3/8"
15/16" j
T SASH STILE
CM-18507
ALUMINUM 6083-T5.050.7HICK
2 3/ 16" --{
1 5/16"
1 FINLESS FRAME HEAD
CM-1850
ALUMINUM 6063-TS .050' THICK
2 5/16"
3 3/4"
FIN FRAME SILL
CM-18509
ALUMINUM 6063-T5.055'7HICK
2"
2
MEETING RAIL
CM-18604
ALUMINUM 6063-T3.055" THICK
2 T/176-�_
1
li
J�
FINLESS FRAMEJAMB
CM-18513
ALUMINUM 6063-T5.050'THICK
2 3/16" 1
2 5/16"
FIN FRAME HEAD
CM-18508
ALUMINUM 6063-T5.050•THICK
2 3/8
2 T--
FIN FRAMEJAMB
CM-18510
ALUMINUM 6069-T5.050'7HICK
RENSIONS
OESCRIPTION I DATE I APPROVE.
REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L.
REVISED GLASS 1 10/02/17 1 R.L
5/8"
1/8" ANN.
3/32 ANN.
.090 PVB BY KURARAY
3/32r ANN.
EXTERIOR METAL REINFORCED
BUM SPACER
1_ INTERIOR
1/2" BITE SILICONE
SEALANT'
SETTING BLOCK
GLAZING DETAIL
MI WINDOWS AND DOORS, LLC
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 84"— LMI
COMPONENTS
N.G. 108-02545
SCALE NTS JDATE 12/09/2014 —ET 11 OF 11
L ROBER7VLDM4SP.E
14M VMOOFORORDLEWSVILLF NC27023
434.68E-0609 rAwnw@LfoawVacam
SIGNED: 0202712020
It.. I IL oZ/,,
�.• �cierr '�
5
Luis R. Lomas P.E.
FL No.: 62514
---------------------------------------------------------WINDOW WINDOW
`°
I
CAMRSANYMERE
FDOH in St. Lucie County i
Environmental Health i
Site Plan Approved for Construction SWINdING
' Srcedes All Previous Site Plans for D00R
u Pe ,
-
O
I
M
CODE INFORMATION
CODE VERSION
FBC 7th Edition
ASCE-7--7-16
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
coNsTRucrloN TYPE
a-B
1. THESE PLANS PERTAIN ONLY TO HE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND C i
CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, OSTDS # 510 Sr —
INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS
ARE HE RESPONSIBILITY OF OTHERS. 1
Well # �' !
I 2. THIS STRUCTURE IS DESIGNED AS A NON -HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGORY 1) CAPABLE OF '
SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY pate: $ �1 a Revie e�
ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONElA-
NTS NOT LISTED IN HE FBC APPROVED PRODUCTS ;
LIST, AND NOT PROVIDED AND INSTALLED BY CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON HE i
STRUCTURE SHALL BE AT THE OWNER'S RISK. CARPORTS ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE ;
i RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. i
3. THIS BUILDING IS EXEMPT FROM HE FBC ENERGY CONSERVATION CODE PER SECTION C101.4.2.
4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A1003/A1003M-15. '
i
5. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE i
RESPONSIBILITY OF HE OWNER.
6. ROOF AND WALL SHEATHING SECURED WITH #12-143/4" SELF -DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX. I
' 7. FIELD FRAMING CONNECTIONS SECURED WITH #12-140/4" SELF -DRILLING SCREWS. ;
8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP BY A CERTIFIED J"x54" EXPANSION ANCHOR WITHIN 6" I
WELDER. OF EACH POST/TRUSS ALONG SIDES
9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,50OLB TENSILE STRENGTH. AND EVERY OTHER END -WALL POST z
10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL. 0
2" MIN._ _ _B-SERAIL— — - �-
-- I �- -
GRAD i LL-
— �-1 I 1—I ( < ;
NOTES:' — j.� iv
III-1 I I —I 1 I° <'
SUB -GRADE SOILS: . 2,500 PSI 4" CONCRETE -TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION a �1 SLAB WITH 1OGA. W.W.F.
R318 AND 1816 OF THE 2020 FLORIDA BUILDING CODE, 7H EDITION I OR FIBER MESH
-BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM OF 12"BELOW UNDISTURBED ORENGINEERED GRADE (2) #5 REBAR ® 6" O.C.CONCRETE: SOIL BEARING CONTINUOUS WITH MINIMUM
/MINIMUM
-MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS CAPACITY 500 PSF(TYP.) 25" OVERLAP SPLICE FRAME
cD
I
-
o
1
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-150mph
EXPOSURE
B
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFF.
+/- 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
20FSF OR 3001b P.L.
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
50PSF
"R"RATING OF WALLS,FLOOR,ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO _
SQUARE FOOTAGE
1,008 So- FT.
REVISIONS
REV
DESCRIPTON
DATE
BY
1
ADDRESS, NO RUD PRODUCT
4/22/21
MTB
OI
00
N
-ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE
DESIGNED TO SLOPE AWAY FROM HE STRUCTURE DL�T
REINFORCING STEEL (REBAR) REQUIREMENTS: CONCRETE FOUNDATION/BASE RAIL
-MINIMUM GRADE 40 STEELMTB
ANCHOR DETAIL
; -REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: ;
-THE REBAR IS BENT COLD i
i -THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED PLAN VIEW
6-BAR DIAMETERS: AND 2 5" DOOR FRAMING
' -REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT
EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL" RECESS
CELL THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1" 4"
HORIZONTALLY TO 6" VERTICALLY. OOR WIDTH-
10
DRAWN BY
DATE 2111/
4 /
ufrcT. 1408-703-0050-000-8, Ft. Pierce
srzE:
36'L X 28'W X 10'H .
-COVER: ELEVATION VIEW
� -3" COVER MINIMUM WHERE HE CONCRETE IS CAST AGAINST AND PERMANENTLY i
i IN CONTACT WITH SOIL OR WEATHER, AND 1j" ELSEWHERE. REBAR EMBEDDED IN DOOR FRAMING
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF J" FOR FINE" RECESS '
GROUT, AND I" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL.
REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING .751 ----DOOR WIDTH— I
GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO 4"
EARTH WEATHER.
WEATHER, AND 1 "FOR MASONRY UNITS NOT EXPOSED TO EARTH OR OPTIONAL -ROLL—UP DOOR
REC 1VED
7AUG 2 4 2021-MEAL
All°":CONCRETE SPLASH —GUARD RECESS -METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY
EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, i
I CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. I
'
. l0J��i
O
MIN. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. (OR
FIBER MESH) AND 12 x12 REINFORCED FOOTER PERIMETER 12"x12" REINFORCED FOOTER �! G OG 1
---------------------------------------------------------------------------------------------------------------------------------------------------------------- -
---------------------------------
WINDOW WINDOW------------ ---- -JG
0
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0
W
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.ie County, Permitting
_
4 22 2
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MotcheW T. BcJdv/in P.E.
,_5T6 �� 2'-6" -I- 12'-1T6 2,_6„ 1� y,-53 „
36'-0-1�
Florida License #64608
Sheet: CA-1 OF 4
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC)#12 14x$" SELF —DRILLING
NIPPLE TO
BASE RAIL NIPPLE
BASE I
POST TO BASE RAIL
CONNECTION
2"x2"x2" 16 GA.
ANGLE CLIP
SECURED WITH (4)
#12-14x4"
SELF —DRILLING
SCREWS
NON-STRUCTURAL
HEADER OR WINDOW
SAIL TO POST DETAIL
#12-14xj"
SELF —DRILLING SCREWS
® 10" O.C. MAX., 3"
MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX.
FROM CORNERS
VERTICALLY
EXTERIOR
DOOR FRAME TO POST
CONNECTION
1i„
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC) 12 14)1" SELF —DRILLING
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14x1"
SELF —DRILLING SCREWS
END POST TO BASE RAIL
CONNECTION
2"x2"x2" 16 GA. ANGLE CUP SECURED
SITH�(4) #12-14xj" SELF —DRILLING
CRS
r—VARIES
MAX. SPACIN
r-3" MIN.
+STD. MAX. SP*CING
—VAR I ES
SIDE WALL ROLL —UP
1 DOOR/FRAME OUT
1 HEADER DETAIL
PER MANUFACTURERS INSTRUCTIONS
#14x1"
SELF —DRILLING
SCREWS ® 6" O.C.
MAX. & 6" MAX.
FROM CORNERS
ROLL -UP DOOR TO
POST CONNECTION
TO
It
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14)1"
SELF —DRILLING SCREWS
INTERMEDIATE POST TO
HEADER/BASE RAIL/OR
WINDOW RAIL DETAIL
MINIMUM 6" TS
NIPPLE. NIPPLE
SECURED TO WALL
POST WITH
(4)# 12-14x4"
SELF —DRILLING
SCREWS
OST TO TRUSS
CONNECTION
TO
1 "x2j" 16 GA.
U—CHANNEL BRACE, MIN.
24" UP TO 7' POST, 0
48" OVER 7' POST. MIN.
45' TO MAX. 60' FROM
HORIZ. (EXCLUDE
END —WALLS). SECURED
WITH (4)#12-14x1"
SELF —DRILLING SCREWS.
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC) RE
14xj" SELF —DRILLING
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
Enclosed
Design Pressures - 150
mph Basic Wind Speed
Zone
Roof
Wa I l
1
2n
2r
2e
3r
3e
4
5
9.6
9.6
9.6
9.6
13.8
13.8
13.8
16.6
-10.6
-33.9
-27.1
-10.6
-59.1
-49.7
-15.4
-20.9
2"x2"x2" 16 GA. ANGLE CUP
SECURED WITH (4) #12-14xj"
SELF —DRILLING SCREWS
SINGLE OR DOUBLETS
HEADER
HEADER CONNECTION
DETAIL OPTION 1
26 GAUGE ROOF SHEATHING
SECURED WITH (1)#12-14xi"
SELF —DRILLING SCREWS LSD
'2-1-2-1' (6" O.C. (9" O.C. MAX.))
16 GAUGE FURRING CHANNEL
48" O.C. MAX. SECURED WITH
(2)#12-141" SELF —DRILLING
SCREWS TO EACH RAFTER.
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
NIPPLE
TRUSSED RAFTER
CONNECTION DETAIL
MINIMUM s" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SCREWS 14xj" SELF —DRILLING
MUNYMEtiE
/ SINGLE OR DOUBLETS
PPLE TO\ K WPAnGR
HEADER CONNECTION DETAIL
OPTION 2
VERSION
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-150mph
INTERNAL PRESSURE COEFF. +/— 0.18 11I
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 11OPSF
P.L.
`
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
50PSF
"R"RATING OF WALLS,FLOOR,ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE 11,008
SQ. FT.
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
-
FL27402.1
Hampton Rib Roof Panel
WALL SHEATHING
Carports Anywhere
FL27403.1
Hampton Rib Wall Panel
SWINGING DOOR
ELIXER DOOR AND METAL COMPANY
FL17996.5
407 STEEL DOOR
WINDOW
MI WINDOWS AND DOORS
MODEL 185 SH
FL17499.1
PRODUCT
MTB
4/11/21
1408-703-0050-000-8. Ft. Pierce
F— 36'L X 28'W X 1O'H 11
4/22/21
V)
J
Q
Matthew T. Baldwin P.E.
Florida License #64608
Sheet: CA-4 OF 4
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