HomeMy WebLinkAboutREVISIONOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
LOCATION/SITE
ADDRESS:
PERMIT #
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
JUb ARMINAPLACE
FORT PIERCE, FLORIDA, 34951
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
REVISION PER PLANS - SEE NARRATIVE OF CHANGES ATTACHED
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CBC1263043
BUSINESS NAME: K. HOVNANIAN FLORIDA OPERATIONS, LLC
QUALIFIERS NAME; JOSEPH C SPALT
ADDRESS: 3601 QUANTUM BLVD
CITY: BOYNTON BEACH STATE: FL
PHONE (DAYTIME): 561-364-3316
1u_ 1 . u_ 4 r � .
NAME: K. HOVNANIAN ASPIRE AT WATERSTONE
ST. LUCIE CO CERT. #: 31426
ZIP: 33426
ADDRESS: 3601 QUANTUM BLVD
C17y: BOYNTON BEACH STATE: FL ZIP:
PHONE (DAYTIME: 561-364-3316 FAY:
ARCMTECT/ENGINEER INFORMATION:
NAIVM: DAWN BOGGIO-KORBELAK
ADDRESS: 90 MATAWAN ROAD, 5TH FLOOR
CITY: MATAWAN
PHONE (DAYTIME): 732-383-2200
STATE: NJ
11AA:
0,
R-MV1,52540N
ZIP: 07747
KHomanians
Companies
St. Lucie County Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, Florida 34982
February 24, 2020
Community Name:
Location:
Plan Name:
Subject:
To Whom It May Concern:
Waterstone
Fort Pierce, Florida
Eden — Temporary Sales Center Lot 1
RE: Permit No.1911-0043
0, 9�&
oy ,,s c9y
�y 6 4cd
d � a
The purpose of this correspondence is to advise that we have updated the architectural plans for the above
referenced home and permit number. Please refer to a complete list of plan updates below.
Sheet AIA:
• Located condensing unit for temporary sales center.
• Located attic access panel for temporary sales center.
• Removed water heater and closet in Office 1 of temporary sales center.
• Adjusted all window dimensions from one side of window to centerline of window.
• Adjusted interior wall between Foyer and Gallery from 2x4 to 2x6.
Sheet A2.1:
• Relocated exterior coach light to temporary 2x4 wall at entrance to temporary sales center.
• Located pre -wire for future coach light above future garage door.
Sheet ELL:
• Located photocell floodlights for adjacent parking lot. N
Adjusted location of meter and electrical panel.,F,• Located pre -wire for future coach light above future garagR- E 7 j
Sheet PLI:
• Located condensing unit and condensate sleeve for temporary sales center.
Feel free to contact me should you have any questions or require additional information.
Regards,, 0�t
Y `
Dawn.Boggio-Korbelak, RA
Director, Product Development
Florida Architectural License Number: 94880
FILE COPY
90 MATAWAN ROAD, 5TH FLOOR, MATAWAN, NJ 07747
TEL: (732) 383-2200 KHOV.COM
OFFICE USE ONLY:
DATE FILED: 4. P
REVISION FEE: V J • 0y
LOCATION/SITE
ADDRESS:
PERMIT # / i ll
RECEIPT # J (o J
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DMSION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOT#IL 522-40 ARMINA PLACE
FORT PIERCE, FLORIDA, 34951
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Revised Product Approvals for windows, SGD, and vinyl soffit
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CBC1263043
BUSINESS NAME: K. HOVNANIAN FLORIDA OPERATIONS, LLC
QUALIFIERS NAME: JOSEPH C SPALT
ADDRESS: 3601 QUANTUM BLVD
CITY: BOYNTON BEACH STATE: FL
PHONE (DAYITIVIE): 561-364-3316
OWNER/BUILDER INFORMATION:
DAME: K. HOVNANIAN ASPIRE AT WATERSTONE
3601 QUANTUM BLVD
ST. LUCIE CO CERT. #: 31426
FAX:
ZIP: 33426
FILE COPY
CITY: BOYNTON BEACH STATE: FL ZIP: 33426
PHONE (DAYTIME: 561-364-3316
ARCEITECT/ENGINEER INFORMATION:
FAX: t"('tREVIEWED FOR
NAME: DAWN BOGGIO KORBELAK ST UF, `€,
ADDRESS: 90 MATAWAN RD, 5TH FLOOR ir'$ ,—p �, f
CITY: MATAWAN, STATE: NJ ZW o Y47'
PHONE (DAYTIME): 732-747-7800 FAX:
SLCCC:3REVISIO N
Revised 0616/30/1/17
419412020 ..I Florida Building C SHOP STAMP REVIEW tam/naa Eden
Review is for general compliance with the Construction Documents.
Responsibility for correctness of dimensions, details, quantities and safety
during fabrication lies solely with the contractor.
Business & ' sional Regulation I4 No Exceptions Taken Reviewed By. Dawn Boggio-Korbelak
❑ Rejected:
BCIS Home i tog In i User Registration i Hot Topics Submit Surcharge I Stats&Facts i Publications i Contact Us i BCIS Site Map I Links i Search
Florida "a 4/28/20 d au n $ &I&JAL
'�'.' Product
tom/, pr171W
USER: Public User
Product ARoroval Menu > Product or Agolication Search > BRolication Lis [> Application tietan
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
FL21637-RG
Revision
2017
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
0
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
N �
o O
American Architectural Manufacturers Association
Steven M. Udch, PE
O+ Validation Checklist - Hardcopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 1D1/I.S.2/A440
Method 1 Option A
03/23/2020
03/23/2020
Year
2011
2008
2011
https://www.floridabuilding:org/pr/pr_app_dfl.aspx?param=wGEVXQwtDgs9xV7TjKGeecQb2JXWyVVril%2faFQMzcvxO%2bWwOJaurmQ%3d%3d 113 i
4/24/2020 Florida Building Code Online
Date Approved 03/26/2020
Summary of Products
FL #
Model, Number or Name
Description
21637.1
1620 SH
46 x 84 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 16015 pd
Approved for use outside HVHZ: Yes
FL21637 R6 C CAC APC 16054.Pig
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +45/-45
10/14/2021
Other: LC-PG50 Fin, LC-PG45 Finless/Flange
Installation Instructions
FL21637 R6 II 08-02998B.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 513861B.pdf
Created by Independent Third Party: Yes
21637.2
1620 SH
52 x 75 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 16016 pdf
Approved for use outside HVHZ: Yes
F 21637 R6 C CACAPC 160 s.pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +50/-SO
10/14/2021
Other: LC-PG50
Installation Instructions
FL21637 R6 11 08-02999B.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
F 21637 R�6 13&i f
Created by Independent Third Party: Yes
21637.3
1620 SH
37 x 72 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 16572.pdf _...,
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
03/24/2022
Design Pressure: +50/-67
Installation Instructions
Other: LC-PG50
FL21637 R6 11 08-03042B pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 514078A.pdf
Created by Independent Third Party: Yes
21637.4
1620 SH
48 x 96 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 16 74 pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
03/24/2022
Design Pressure: +35/-45
Installation Instructions
Other: LC-PG35
FL21637 R6 II 08-03160A.pif
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 514079A pdf
Created by Independent Third Party: Yes
21637.5
1620 SH Impact
38 x 75 Fin and Finless Frame, Insulated, Laminated Glass.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC AEUI814311820.05-106-12-RI 1620
SHfO 12 j,pd_f
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +50/-70
05/15/2023
Other: LC-PG50, Missile Level D, Wind Zone 3, glass was
Installation Instructions
bedded In Pecora 896 silicone.
FL21637 R6 11 08-03454A.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 514467A.pdf
Created by Independent Third Party: Yes
21637.E
1620 SH Impact
52 x 75 Insulated Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 16230 pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
https:/Avww.poridabuilding.org/pr/pr app_ tl.aspx7param=wGEVXQwtDgsgxV7TjKGeecQb2JXVqyWdl%2faFQMZcvxO%2bVvWOJaurmQ%3d%3d 2/3
4/24/2020
Florida Building Code Online
Impact Resistant: Yes 12/27/2021
Design Pressure: +50/-50 Installation Instructions
Other: LC-PG50, Missile Level D, Wind Zone 3. Glass consisted FL21637 R6 IT 08-030426.1&
of 1/8" annealed exterior - spacer - 3132" annealed / 0.090 Verified By: Luis Roberto Lomas 62514
PVB / 3/32" annealed. Glass was bedded in Pecora 896 silicone. Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 513921B.pd
Created by Independent Third Party: Yes
Back N71
contact us :: 2601 Blair Stone Road, ndahassee R 32399 Phone: 650387-1824
The State of Floritla Is an AA/EED employer. CnRyll9ht 2007-2013 State of Florida :: Privacy Statement :: AccessIslity 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 850.487.1395.'Pumua nt to Section 4SS.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the Ilconsee. 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 ran be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please cllck here.
product Approval Accepts:
®go®
Credit Card
Safe
https:/Auww.floddabuilding.org/pripr�_app_dtl.aspx?param=- GEVXQwl0gs9xV7TjKGeecQb2JXV4yVVril%2faFQMzcvxO%2bih1wOJaurmQ%3d%3d 3/3
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville NC, 27023
434-688-0609
rllomm@lrlomaspe.com
Manufacturer: MI Windows and Doors LLC
650 West Market Street
Gratz, PA 17030
Engineering Evaluation Report
Product Line: Series 1620 PVC Single Hung Window— Reinforced Non -Impact 37"x72"
Report No.: 514078A
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a). The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval documents: drawing numbers 08-03159 Revision A, prepared, signed and sealed by Luis Roberto
Lomas P.E.
2. Report No.: G9384.01-109A7 signed by Timothy J. McGill
Architectural Testing, Inc., York PA.
AAMANVDMA/CSA 101/I.S.2/A440-11
Design pressure: t67.20psf
Water penetration resistance 7.52psf
3. Anchor calculations, report number 514078-1A, prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: +50.0/-67.Opsf
• Unit size: 37" x 72"
• Units must be glazed perASTM E1300-04/09.
• This product is not rated to be used in the HVHZ.
• This product is not impact resistant and requires impact protection in wind bome debris regions.
• Frame material to be rigid PVC.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval document 08-03159,
Revision A.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity
involved in the approval process of the listed product(s).
1of1
. J E N,9 cp
*• 0,.g51 •9t
TAT OF • ��
.51,'PFS :Z ORIOPQi • �i'��
js1ONALIV�\\\\
Luis R. Lomas, P.E.
FL No.: 62514
01/20/2020
(Validator / Operations Administrator)
MI Windows & Doors, LLC
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an
AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTED
AAMAANDMA/CSA 101/I.S.2/A440-11
LC-PGSO'-940x1829 (37x72)-H
Negative Design Pressure = -67 psf
COMPANY AND CODE
CPD NO.
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
1620 SH (FIN, FLANGE &
MI Windows & Doors, LLC
FINLESS)
FRAME
SASH
16572
(PVC)(O/X)(OG)(INS GL)
940 mm x 1829 mm
867 mm x 902 mm
Code: MTL
(MODIF)(REINF)(TILT)
(3'1" x 6'0")
(2'10" x 3'0")
(ASTM)
This Certification will expire March 24, 2022 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
Product Tested and Reported by: Intertek-ATI
Report No.: G9384.01409.17
Date of Report: May 3, 2017
JGS/JTS
ACP-04 (Rev.6/11)
Evaluated for Certification: May 4, 2017
'hr
A( ted Laboratories, Inc.
Authorized for Certification: May 4, 2017
D��"
Ame n Architectural Manufacturers Association
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 MANUFACTURERS 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 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.
B. 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 CA=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E13OD-04/09, SEE SHEET 2 AND 3 FOR DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TABLE OF CONTENTS
SHEET N0. DESCRIPTION
NOTES
2 — 3 1 ELEVATIONS
4 — 16 INSTALLATION DETAILS
17 1 COMPONENTS
flEVI5bN5
REV DESCRIPTOR MiE -PR-0A REVISED ANCHORS 02/27/10 JR.L.
15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 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.
16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
17. 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--
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE b8 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.
19. ALL FASTENERS TO BE CORROSION RESISTANT.
20. 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=52KS1 OR
ALUMINUM 5063—T5 FU=30KS1 1/8" THICK MINIMUM
21. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
IN SHEET 2.
SIGNED: 0112812020
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030—D370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
NOTES
NTS WE 11/30/16 08 s0�12 OF 17 A z6/'/4 NA11EN0\�
LROBERTOLOMASPE Luis R. Lomas P.E.
T432WOODFOROROLEWISWUE,NO27023 FL No.: 62514
494-SR&Ofi09 Elbmesh�Llumame.rom
FIR
HE
I— 52 1/8" FRAME WIDTH —I
4" MAX
J_
13 1/4"
MAY D.C.
O
5.
%ME
GHT
L
4" MAX
/
X
1620 SH REINFORCED
RECTANGULAR
EXTERIOR VIEW
FINLESS& FLANGE INSTAL" RON
NOTES:
1. SASH SIZE, 4912"X371/4'
2. GL.O.:4712'X338]4'
IT
HE
52 1/8" FRAME WIDTH —
4" MAX
13 1/4"
MAX 0C
T
'5"
AME
IGHT
4" MAX
/
X
4 0�
FOR NUMBER
OF ANCHORS
REQUIRED
SEE CHART b1
REINFORCED
1620 SH REINFORCED
DESIGNER
EXTERIOR VIEW
FINLESS & FLANGE INSTALLATION
DESIGN PRESSURE RATING
IMPACT RATING
t50.OPSF
LARGE
MISSILEIMPACT
MISSILE LEVEL D, WIND 20NE3
FOR ADDITIONAL SIZES SEE CHART R7
52 VH'X 75' UNI7 SHOWN. OTHER SIZES APPROVED AS LONG AS
FRAME AREA DOES NOT EXCEED 27.14" FP
RENSIONS
REV DESCRIPNON WE I .AP RU O
A REVISED ANCHORS 02/27/I13 1 R.L.
Chartol
Number of anchor loeetlo W required
Frame
Frame Wdthlinl
Height
(in)
24.00
Head- Jamb
30.00
Head- Jamb
39.00
Head- Jamb
4200.
Head- Jamb
40.00
Head- Jamb
62.13
Head- Jamb
24.00
3
3
3
3
4
3
4
3
5
3
5
3
30.00
3
3
3
3
4
3
4
3
5
3
5
3
36.00
3
4
3
4
4
4
4
4
5
4
5
4
42.0o
3
4
3
4
4
4
4
4
5
4
5
4
46.00
3
5
3
5
4
5
4
5
5
5
5
5
6aoo
3
5
3
5
4
5
4
5
5
5
s
s
00.00
3
5
3
5
4
5
4
5
5
5
5
5
66.00
3
B
3
B
4
B
4
6
5
0
5
6
72.00
3
6
3
B
4
B
4
B
5
B
5
B
75.00
3
]
3
]
4
]
4
]
5
]
5
]
78.00
3
]
3
1
4
2
4
]
5
]
94.00
3
]
3
]
4
]
4
]
FOR NUMBER
7/8"
OF ANCHORS
3/32" ANN
REQUIRED
SEE CHART #1
0.090" PVB BY KURARAY
1/8" ANN —
3/32" ANN
TRUSEAL
SPACER
SYSTEM
1/2' BITE
GLAZING
DETAIL
MI WINDOWS & DOORS, LLC
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FINLESS & FLANGE ELEVATIONS
R.L. 08-03042
scoLE NTS ICATE 11/30/16 -EET2 OF 17
L ROBERTO LOMASP.E.
1432 WOODFORD RD LEWISVILLE NO 27023
43 8-0609 dhmanDblomm afacm
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
7
FR
HE
3" MAX
I
3 MAX
8" MAX O.C.
J"
,ME
3HT
3" MAX
1620 SH REINFORCED
RECTANGULAR
EXTERIOR VIEW
FIN INSTALLATION
NOTES:
1. SASHSIZE4912'X37114'
2 D.L.0.:47112-X33314•
MAX
FOR NUMBER
OF ANCHORS
REQUIRED
SEE CHART #2
FI
HI
REINFORCED
52 1/8" FRAME WIDTH —
3" MAX —
�r 8" MAX
f/ I
O.C. —
3 MAX
8" MAX O.C.
O
/
'5.
AME
IGHT
/
X
3" MAX
DESIGN PRESSURE RATING
IMPACTRATING
±50.0PSF
LARGE
MISSILEIMPACT
MISSILELEVEL D. WIND ZONE3
FORADDITIONAL SIZES SEE CHART #2
5218"X75• UNW SHOWN OTHER SIZESAPPROVEDAS LONGAS
FRAME AREA DOES NOT EXCEED 27.14.17
1620 SH REINFORCED
DESIGNER
EXTERIOR VIEW
FININSTALLATION
RENSIONS
REV RESCRIPIION !L aPPRWER
A I REVISED ANCHORS i 02/27/18 R.
3" MAX
FOR NUMBER
OF ANCHORS
REQUIRED
SEE CHART #2
chmt62
Man oar of anchor locations required
Frame
Frame Width (in)
Helght
)in)
2100
H&S
]Jamb
30.00
H&S
Jamb
Je.00
H&S
Jamb
42.00
H&S
Jamb
48.00
H65
Jamb
1 5L13
H4S
Jamb
2400
•
1 4
4
p
5
•
6
4
7
4
T
4
30.00
4
4
4
4
5
4
6
4
7
4
7
4
26.00
4
5
4
5
5
5
8
5
7
5
7
5
42.90
4
6
4
8
5
6
6
6
7
8
7
6
48.00
4
7
4
7
5
7
6
7
7
7
7
7
54.00
4
7
4
7
5
7
e
7
7
1
7
7
60.00
4
B
4
B
5
B
8
B
7
6
7
B
66.00
4
9
4
9
5
9
6
9
7
9
7
9
72.00
4
10
4
10
5
10
a
10
7
10
7
10
75.00
4
10
4
10
5
t0
B
10
7
10
7
10
78.00
4
10
4
10
5
10
6
10
7
10
8400
4
it
4
11
5
11
8
11
7/8
3/32" ANN
0.090" PVB BY KURARAY
1/8" ANN — 3/32" ANN
TRUSEAL
SPACER
SYSTEM
1/2" BITE
GLAZING DETAIL
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FIN ELEVATIONS
08-03042
ll ` NTS I—L 11/30/16 I-m-'3 OF 17 1
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
RENSIDNS
REV DESCRI ION WE MPROYED
A REVISED ANCHORS 02/27/18 R.L.
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1 1/4" MIN.
1/4" MAX.
BACKER ROD J
& APPROVED
u5511 1/4" MA%.
N SHIM SPACE
EMBEDMENT
SHIM SPACE
SEALANT
L
INTERIOR
a�
O
7/16" MIN.
EDGE DISTANCE
�"
o
HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
#8 WOOD
�❑
e
O
Gam❑
SCREW
a
EXTERIOR
INTERIOR
WOOD FRAMING
v v o
OR 2% BUCK
EXTERIOR
OBY
OTHERS
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
SILL TO BE SET
WOOD FRAMING OR 2X BUCKINSTALLATiON
p
IN A BED OF
II
APPROVED SEALANT
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2% BUCK
BY OTHERS
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WITH ASTM E2112
/4" MAX.
HIM,'�PACE
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT - 52" X 75"
FINLESS INSTALLATION DETAILS
ORewN: DwO NO.
R.L. 08-03042
Sr NTS WE 11/30/16 5HEEE4 OF 17
L ROBERTOLOMAS P.E.
fMV=VFORO RD LEWISVIIIE NC2fi2S
A -Aff w rlbmmYdlrf...
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
I Rill HEAD TO BE SET
IN A : .
APPROVED
Rl AN MI ■
EXTERIOR
INTERIOR
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS.
NOTSHOWNFORCLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WITHASTM E2112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
SHIM SPACE
7/16" M�
EDGE
DISTANCE
#8 SMS OR J
SELF DRILLING
SCREWS
METAL
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
RIMsONS
REV OESCRIPiION O`l MPRMD
A REVISED ANCHORS 02/v/18 R.L.
1/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
METAL STRUCTUREINSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FINLESS INSTALLATION DETAILS
oRnwu: DWG NO.
R.L. 08-03042
SCPLE NTS W1E 11/30/16 ISHED5 OF 17
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
RLNSONS
REV OMRIPINx
WlE APPRp D
CONCRETE/MASONRY
- -
°
A REVISED ANCHORS
02/27/IB R.L.
BY OTHERS
a �a
-
-4 •
OPTIONAL 1X BUCK
SEE NOTES 3 - 7
SHEET 1
1 1/4" MIN.
1/4" MAX.
EMBEDMENT
SHIM SPACE
CONCRETE/MASONRY
BACKER ROD
APPROVED
���
1/4" MAX.
BY OTHERS
&
SEALANT
II��
SHIM SPACE
oat
°
OPTIONAL 1X BUCK
HEAD TO BE SET
SEE NOTES 3 - 7 °
IN A BED OF
SHEET 1 •°
APPROVED SEALANT
•av°°
INTERIOR
3/16" TAPCON
wa
R bm
NovO
INTERIOR
v
°
2. e
e
�❑
MIN.
EDGE
���
DISTANCE
SILL BE SET
PRR
EXTERIOR
BACKER ROD
IN A BED OF
B
& APPROVED
APPROVED SEALANTSEALANTBA
❑
O 1/4" MAX.
& APPROVED
OPTIONAL 1X BUCK
SEE NOTE 3 - 7
4q ❑
SHIM SPACE
JAMB INSTALLATION DETAIL
SHEET 1
CONCRE7E/MASONflYINSTALLA7ION
CONCRETE/MASONRY
BY OTHERS
�,
-
SIGNED: 0112812020
. 'a
MI
WINDOWS & DOORS, LLC.
RII�u/
650 WEST MARKET STREET
GRATZ.
q///
\���J�? • •.• •
VERTICAL CROSS
SECTION
PA 17030-0370
`..••y�GENSF'9s�i
3ONCRETFJMASONRYINSTAUA77ON
SERIES 1620 SH REINFORCED
-
*• Oy6�6
IMPACT - 52" % 75"
FINLESS INSTALLATION DETAILS
::-
�gl �• BBTAT OF ty\
oRAwu:
owc xo. RIN
%�'cFs:c[ORIOe; G�
NOTES:
1. INTERIORAND EXTERIORFINISHES BYOTHEgS.
OB A
////S�ONAIIII�L�N\
,
NOTSHOWNFORCLAR/Ty,
�E NTS
ME I I/30/16 sxOEET62 OF 17
2. PERIMETER AND JOINTSEALAA7'BYOTHERS TO BE
DESIGNED INACCORDANCE WRHASTM E2112
LROBERTOLOWSRE,
Luis R. Lomas P.E.
fas2waOOrogogDtEvnsV¢tE Ncz7mB
OJE197SWImaspR.27
FL No.: 62514
43WOODFOR
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
HEAD O BE SET
/BOF
ED
I
JG r
I��Jf �•T^1 �.
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WITH ASTM E2112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
HIM SPACE
1 1/4" MIN.
EMBEDMENT
L_
7/16" MIN.
EDGE DISTANCE
REMSMxS
REV DESCRIPTON I p11E RPPRWED
A REVISED ANCHORS 02/2]/)B R.L.
1/4" MAX.
SHIM SPACE
INTERIOR
b8 WOOD J �❑ e
SCREW u �
WOOD FRAMING
OR 2X BUCK EXTERIOR
BY OTHERS
BACKER ROD
& APPROVED
SEALANT JAMB INSTALLATION DETAIL
WOOD FRAMING OR2X BUCK INSTALLATION
MI WINDOWS & DOORS, LLC.
65D WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 162D SH REINFORCED
IMPACT — 52" X 75"
FLANGE INSTALLATION DETAILS
DRAWN; 7 ND.
08— R.L. 03042
i E NTS IWE ll/30/16 ISHEF7 OF 17
SIGNED: 0112812020
Luis R. Lomos P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
Ilf
E
`HEAD
TO BE SET
IN A BED OF
APPROVED SEALANT
0
p®
Gam❑
EXTERIOR
a
a a
INTERIOfl
�
o
p
O
SILL TO BE SET
IN A BED OF
I
APPROVED SEALANT
BACKER ROD
& APPROVED
SEALANT
METAL
STRUCTURE
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WITHASTM E2112
114" MAX.
SHIM SPACE
REN510NS
flEV DMRIPMN pL1E MpRpVEO
A REVISED ANCHORS 02/27/lB I R.L.
_ /4` MAX.
L SHIM SPACE
7/16„ MIN—, INTERIOR
DISEDGE
TANCE �IFD�_�r—L
#8 SMS OR
I
ULILT
SELF DRILLING
I
SCREWS
D
d
XTERIOR
METAL
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FLANGE INSTALLATION DETAILS
oR.N: Dwc xo.
R.L. 08-03042
� NTS JINUE 11/30/16 SHSERS OF 17
0.-RNX309
SIGNED: 0112812020
��`vJ\SVGENsO,���
REV �i�' jOID?•�'l':
T OF
A <OR
'�4/�/rjs�ONAj1E�G��\`
Luis R. Lomas P.E.
FL NO.: 62514
flEN510u5
REV DESCRIPTION
p O` APPRWEO
CONCRETE/MASONRY
A REVISED ANCHORS
02/2]/18 R.L.
BY OTHERS
°' e
e
a.
OPTIONAL 1X BUCK
1 1/4" MIN.
1/4" MAX.
SEE NOTES 3 — 7
EMBEDMENT
SHIM SPACE
SHEET 1
ri3
CONCRETE/MASONRY
BY OTHERSBACKER
ROD& APPROVEDSEALANT
I�OPTIONAL
1Y BUCK
SEE NOTES 3 — 7
SHEET 1
IN A BED OF
INTERIOR
APPROVED SEALANT
3/16" TAPCON
,
O
q®
GAO
Ga e
0
EXTERIOR
INTERIOR
°.
O
2
lull
MIN.
EDGE
a
DISTANCE
EXTERIOR
J�
SILL TO BE SET
BACKER ROD
IN A BED OF
BACKER
ROD
& APPROVED
APPROVED SEALANT
& APPROVED
SEALANT
SEALANT
1/4" MAX.
��
JAMB INSTALLATION DETAIL
OPTIONAL 1X BUCK
SEE NOTE 3 — 7
�q
0 SHIM SPACE
CONCflETE/MASONRYINSTALLATION
SHEET 1
CONCRETE/MASONRY
BY OTHERS
°e
A.
°
• , . -°
SIGNED: 0112812020
. .• . ° ..
A. °
. -
III WINDOWS
DOWPA1
VERTICAL CROSS SECTION
o0370TLC.
WEST 70O30KET
R
Q�\\J\5 GENIo�9,��i
CONCRETEIMASONRYINSTALLATION
SERIES 1620 SH REINFORCED
` V••V\ 51* P i
*• 0 5 * =
IMPACT — 52" % 75"
— (F(jrl1/�t.W2�^
FLANGE INSTALLATION DETAILS
��TATE OF •ty�
Mft
OwO NO. REVA
'�Fs �lORIOP
NOTES:
1. INTERIORAND EXTERIORINISHES,BYOTHER$
OB
NOTSHOWNFFORCLARITY
SCALE NITS DATE 11/30/16 sx03ETB2 OF 17
2. PERIMETER AND JOINTSEALANTBY OTHERS TO BE
DESIGNED INACCORDANCE WITHASTME2112
L.ROBERTOLOMASP.E'.
LWFs P
WOODFORD RD LEWISVILLE, NO 27023
oLomos
.E15
24.
434 668 0609
RMS10NS
OESCRIKION MiE I APPROVED
REVISED ANCHORS 02/27/18 1 R.L.
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
o�
SHIM SPACE
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
INTERIOR
ICI
HEAD TO BE SET N A BED OF
EDGE DISM NCE
Ga o
J[OIL
APPROVED SEALANT
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR
INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKINSTALLATION
NOTES:
1. INTERIORANO EXTERIOR FINISHES, BY OTHERS,
NOTSHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX,
HIM SPACE
#B WOOD e
SCREW �❑ O
WOOD FRAMING �
OR 2X BUCK EXTERIOR
BY OTHERS
BACKER ROD
& APPROVED JAMB INSTALLATION DETAIL
SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 0112812020
MI WINDOWS LC
MAR ET STREET
GRATZ, PA 17030-0370
\\\\,\51R1
` r••\�CE
SERIES 1620 SH REINFORCED*BA,Sj
IMPACT — 52" X 75"
FLANGE INSTALLATION DETAILS
po• TATI
DRAWN:
OWN NO.
REV
R"LE
OB 3042
A
slONAl
NTS 0n1E 11 /30/16 sOEEi 10 OF 17
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
fJ�K�Y�I■
v
. Lj•"`I
1/4" MAX.
SHIM SPACE
HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD
& APPROVED
SEALANT 1/4" MAX.
Qq _F SHIM SPACE
METAL
STRUCTURE —�
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINTSEALANTBYOTHERS TO BE
DESIGNED INACCORDANCE WITHASTM E2112
RENSIONS
DESCRIKION I EAT nPPROVEO
REVISED ANCHORS 1 02/27/18 R.L.
1/4" MAX.
FSHIM SPACE
INTERIOR
7/i6" MIN.
EDGE
DISTANCE
#B EMS OR �uLJOo
D
SELF DRILLING
SCREWS EX ERIOR
METAL —:
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0112812020
MI WI�NDOWSWESTMKET &RDOORREETLC
IIIto4AAA
\\\\)%Vt.
GRATZ, PA 17030-0370
'� y •'\CENg�.91{i
*• 0 51 *'
SERIES 1520 SH REINFORCED
IMPACT — I % 75'
�y
FLANGE INSTALLATION DETAILS
�p TAT OF �.
%OAF 'P[ORIOp'• \'l'\\
DN N:
OWC N0.
REV
RCALE
OB
A
pNAL1E�G\\\
L015 R. LOTOS P.E.
FL No.: 62514
NTS D"T 11 /30/16 s0E012 OF 17
LROSERTOLOMASP.E.
14WOOD.FORD RD LEWISVIUS,, NO 270
adAsRo..uanae(a>IAnmaem mm
CONCRETE/MASONRY
BY OTHERS
°a
OPTIONAL 1X BUCK
SEE NOTES
SHEET 1
BACKER ROD l^I 51 1/4" MAX.
& APPROVED I I� L SHIM SPACE
SEA ANT n
HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
INTERIOR
O SILL BE SET
BACKER ROD
B
IN A BED OF
& APPROVED
APPROVED SEALANT
SEALANT
Q 1/4" MAX.
OPTIONAL 1X BUCK
SEE NOTE 3 - 7
o r SHIM SPACE
SHEET 1
CONCRETE/MASONRY
BY OTHERS
.a m .,
e °
VERTICAL CROSS SECTION
CONCRE70MA SONRY INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES. BY OTHERS,
NOTSHOWN FOR CLARITY.
2. PERIMETERAND JOINT SEALANTBYOTHERS TO BE
DESIGNED INACCORDANCE WIMASTM E2112
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED ANCHORS 02/27/18 1 R.L.
CONCRETE/MASONRY
BY OTHERS
sv
OPTIONAL 1X BUCK A
SEE NOTES 3 - 7
SHEET 1
3/16" TARCON
2L
MIN.
EDGE
DISTANCE
BACKER ROD -
& APPROVED
SEALANT
1 1/4" MIN,
EMBEDMENT
1/4" MAX.
SHIM SPACE
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
CONCRETHMASONRY INSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FLANGE INSTALLATION DETAILS
DRAWN: Dv+c NO.
R.L. 08-03042
SCALE NTS ID47E 11/30/16 SNEET12 OF 17
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 52514
APPROVED
SEALANT
BEHIND FIN
#6 WOOD
SCREW
3/8" MIN
EDGE DISTANCE
1f.t/� r -mm ME
�J
3/8" MIN j
EDGE DISTANCE
#6 WOOD
SCREW
APPROVED
EMBEDMEI
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKINSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTSYOTHERSTOBE
DESIGNED INACCORDANCE WITHASTM E2112
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
WOOD FRAMING
BY OTHERS
#6 WOOD
SCREW
1 1/2"
MIN.
EMBEDMENT
APPROVED J
SEALANT
BEHIND FIN
3/8" MIN
EDGE DISTANCE
RENSIONS
REV DESCRIPTION pgiE flIOVID
A REVISED ANCHS 02/D/18 R.L.
OR
_ 1/4" MAX
SHIM SPACE
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FIN WITH J CHANNEL INSTALLATION DETAILS
DRRWN: OWO NO.
R.L. 08-03042
SCALE NTS INTE 11/30/16 SNEETI3 OF 17
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
SEALANT
BEHIND FIN
#6 SMS OR
SELF DRILLING
SCREW
3/8" MIN
EDGE DISTANCE
3/5" MIN
J
EDGE DISTANCE
#6 SMS OR
c
SELF DRILLING
SCREW
VERTICAL CROSS SECTION
APPROVED
METAL STRUCTUREINSTALLATION
SEALANT
BEHIND FIN
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM E2112
METAL STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
/4" MAX
SHIM SPACE
METAL STRUCTURE
BY OTHERS
RENSIONS
REV I DATE I AlP..o
A I REVISED ANCHORS 02/27/18 j R.L.
_ r1/4" MAX
SHIM SPACE
METAL STRUCTURE
BY OTHERS
N #6 SMS SMS OR
SELF DRILLING
SCREW I
APPROVED n�D
SEALANT �uI
BEHIND FIN
EXTERIOR
3/8" MIN _
EDGE DISTANCE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FIN WITH J CHANNEL INSTALLATION DETAILS
DRAWN: D.G N0.
R.L. 08-03042
'GALE NTS I o'TE 11/30/16 ISHEU14 OF 17
L ROBERTOLOMASPE
1E32WOODFORDRDLEWISVILLE NO2A03
C1-66&0609 NmnasCmNwnazPe.rom
SIGNED: 01/28/2020
•ngll llu"-
Luis R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
#6 WOOD
SCREW
3/B- MIN
EDGE DISTANCE
rJX�; r1.■
�M1���✓J
3/8" MIN J
EDGE DISTANCE
§6 WOOD
SCREW
APPROVED
EMBEDMEI
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOSE
DESIGNED INACCORDANCE WITHASTM E2112
RENSIONS
AN DESCRIPTION DiIE pPpp WED
A REVISED ANCHORS 02/27/18 R.L.
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
_ 1/4" MAX
rWOOD FRAMING SHIM SPACE
BY OTHERS
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
j/6 WOOD
SCREW N \ / I I INTERIOR
1 1/2"
MIN.
EMBEDMENT
APPROVED
SEA ANT
BEHIND FIN
3/8" MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X SUCKINSTALLATICN
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FIN INSTALLATION DETAILS
OR w DWG W.
R.L. 06-03042
;ME NTS IME 11/30/16 ISHE015 OF 17
L RCEERTO LOMASP.E.
1432WC0DFCRDRDLEWISVIUF NC2=
aaaceaasD.n mamssrAuwmame.mn,
SIGNED: 01/28/2020
_,a111111n..
Luis R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
#6 SMS OR
SELF DRILLING
SCREW
METAL STRUCTURE
BY OTHERS
RENSIONS
REV DESCRIPTION I WE I APPROVED
A REVISED ANCHORS 02/27/18 R.L.
I q� 1/4" MAX.
-T SHIM SPACE _ 7/4" MAX
3/8" MIN J T� ��11 r SHIM SPACE
EDGE DISTANCE r--I��oL7� METAL STRUCTURE
BY OTHERS
i
LIS
3/e" MIN
EDGE DISTANCE
#6 SMS OR
J c
SELF DRILLING
SCREW
VERTICAL CROSS SECTION
APPROVED
METAL STRUCTURE INSTALLATION
SEALANT
BEHIND FIN
NOTES:
1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS,
NOTSHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WRH ASTM E2112
/4" MAX
SHIM SPACE
METAL STRUCTURE
BY OTHERS
INTERIOR
#6 SMS OR
SELF DRILLING
SCREW
APPROVED^O
SEALANT
ILA
BEHIND FIN
3/8" MIN
EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
FIN INSTALLATION DETAILS
Danwu: ONG NO.
R.L. 08-03042
satr NTS IMTE 11/30/16 5"OT16 OF 17
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
3 3/16" —
o
2 5/16" �HEAD�
�4/JAMB �pIN4s
EXTRUDED PVC (1/4008)
3 1
3 1
HEAD/JAMB FIN INSTALLATION
EXTRUDED PVC (V-1007)
I.—g��
7/8-
T—
STILES
REINFORCEMENT
ALUMINUM 6063-T5 (M-2W6)
3 1/4" -I
O � 6,
Qclp�41
SILL FINLESS
EXTRUDED PVC (V-1013)
3 1/4" —I
2 13/16"
4ti11���1 3 5/8.,
2,
SILL FIN INSTALLATION
EXTRUDED PVC (V-f012)
r— 3 1/4 I
SILL FIN INSTALLATION
WITH J-CHANNEL
EXTRUDED PVC (V-1011)
MEETING RAIL
REINFORCEMENT
ALUMINUM 6063-T5 (AE-000162)
'6"
HEAD/JAMB WITH FLANGE
EXTRUDED PVC (V-1010)
RNMON5
REV 06CRIPlION I LUTE MPRWED '
P REVISED ANCHORS 02/2]/18 R.L.
SILL WITH FLANGE
EXTRUDED PVC (V-1015)
3 1/4" — 3 1/4" —
0
� � u 2
�gp004 c1p,4 l
HEAD/JAMB WITH FLANGE
EXTRUDED PVC (VE-000025)
74r� —[ 1 1/4"
3/4'
L
BOTTOM SASH/STILE
EXTRUDED PVC (V-670)
-L-rF 15/16"
1/2'
LOCK RAIL
REINFORCEMENT
AL UMIN UM 6063-T5 (M-2115)
SILL WITH FLANGE
EXTRUDED PVC (VE-000021)
1 1/4
p
❑ 2 3 V
n n�
MEETING RAIL
EXTRUDED PVC (V-1016)
1 1/2,
17
'R- 0
1 3/4"
BOTTOM SASH/TOP RAIL
EXTRUDED PVC (V-675)
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
IMPACT — 52" X 75"
COMPONENTS
1 3/4"
f4"
BOTTOM SASH/BOTTOM RAIL
EXTRUDED PVC (V-6M)
IF
5/16"
13/il 6„
GLAZING ING BEAD
RIGID PVC (V676)
SIGNED: 0112812020
.A s 1R II
L(o�A/v
�r,•�\p ENSt;9iP
sr IE NTS WE 11/30/16 08 SH-17 OF 17 A �AI11111110 0\�-
LROBERTOLOWSP.E. LOIS R. Lomas P.E.
14M WOODFORD RO LEWISVILLE, NO 2023 FL No.: 62514
4/9412020 Florida Building C Kff e SHOP STAMP REVIEW wtv/1a taen
Review is for general compliance with the Construction Documents.
Responsibility for correctness of dimensions, details, quantities and safety
during fabrication lies solely with the contractor.
Business &• Professional Regulation III No Exceptions Taken Reviewed ST.. Dawn Boggio-Korbelak
❑ Rejected:
BCIS Home I Login I User Registration I Hot Topic I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS site Map I unks I search I
dFlorida4/28/20 �.t�_
ram` a^7 Pr I Product Approval
yyrryy����yyparr���NU � USER: Public User
At¢Vr4JrpHm
Product ARoroval Menu > Pmtloa or Agolication Search > Bgolica[lan Lls[> Application Detail
FL * FL21637-R6
Application Type Revision
Code Version 2017
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 E)
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger N�
bsitlinger@miwd.com
Technical Representative Q
Address/Phone/Email C%
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich, PE
R Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/1.5.2/A440
Method 1 Option A
03/23/2020
03/23/2020
Year
2011
2008
2011
https://www.floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgs9xVTrjKGeecQb2JXWyVVril%2faFQMzcvxO%2bWwOJaurmQ%3d%3d 1/3
4/24/2020
Florida Building Code Online
Date Approved 03/26/2020
Summary of Products
FL #
Model, Number or Name
Description
21637.1
1620 SH
48 x 84 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 16015 9Af
Approved for use outside HVHZ: Yes
FL21637 R6 C CAC APC 16054.pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +45/-45
10/14/2021
Other: LC-PG50 Fin, LC-PG4S Finless/Flange
Installation Instructions
FL21637 R6 II 08-02998B.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 513861B.pd
Created by Independent Third Party: Yes
21637.2
1620 SH
52 x 75 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 1(5016.pdf
Approved for use outside HVHZ: Yes
FL21637 R6 C CAC APC 16055.pQf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +501-50
10/14/2021
Other: LC-PG50
Installation Instructions
FL21637 R6 11 08-02999B.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 513862B.pQ
Created by Independent Third Party: Yes
21637.3
1620 SH
37 x 72 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 16572.01
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
03/24/2022
Design Pressure: +50/-67
Installation Instructions
Other: LC-PG50
FL21637 R6 II 08-03042B.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 514078A.pdf
Created by Independent Third Party: Yes
21637.4
1620 SH
48 x 96 Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 16574.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
03/24/2022
Design Pressure: +35/-45
Installation Instructions
Other: LC-PG35
FL21637 R6 II 08-03160A.pdf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 96 AF 514079&Rd1f
Created by Independent Third Party: Yes
21637.5
1620 SH Impact
38 x 75 Fin and Finless Frame, Insulated, Laminated Glass.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No -
FL21637 R6 C CAC APC(18143)1820.05-106-12-RI 1620
5H(QSj522jpdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +501-70
05/15/2023
Other: LC-PG50, Missile Level D, Wind Zone 3, glass was
Installation Instructions
bedded in Pecora 896 silicone.
FL21637 R6 II 08-03454A.pdf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL21637 R6 AE 514467A.pd
Created by Independent Third Party: Yes
21637.6
1620 SH Impact
52 x 75 Insulated Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL21637 R6 C CAC APC 16230.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
https:IAA.floridabuilding.org/pr/pr_app_dtl.aspx?param-wGEVXQwtDgsgxV7TjKGeecQb2JXVJyWri1%2faFQMzcwO%2bVVWOJaur Q%3d%3d 213
4/24/2020 Florida Building Code Online
Impact Resistant: yes 12/27/2021
Design Pressure: +50/-50 Installation Instructions
Other: LC-PG50, Missile Level D, Wind Zone 3. Glass consisted FL21637 R6 II 08-030428.gQf
of 1/8" annealed exterior - spacer - 3/32" annealed / 0.090 Verified By: Luis Roberto Lomas 62514
PVB / 3/32" annealed. Glass was bedded in Pecora 896 silicone. Created by Independent Third Party: yes
Evaluation Reports
FL21637 R6 AE 513921B.pdf
Created by Independent Third Party: yes
Back Nexf
Ccrtaft Us :: 2601 Blair Stare Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Fiction is an AA/EC-0 employer Copyyht 2007-2013 state of Florida :: ELLaa Statement:: Arcessibllity Ratement :: Refund 50temen
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 amity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. •Purseant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Deps romml with an email address If they have one. The emails
provided may he used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here.
Product Approval Accepts:
= ® ® E=
Credit Card
Safe
hftps:/Aw .floddabuilding.org/pr/pr app_dtl.aspxgparam=wGEVXQWtDgs9xV7TjKGeecQb2JXVVyWri1%2faFQMzcwO%2bNhWOJau=Q%3d%3d 313
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville NC, 27023
434-688-0609
rllomw@lrlomaspe.com
Manufacturer: MI Windows & Doors, LLC
650 West Market Street
Gratz, PA 17030-0370
Engineering Evaluation Report
Product Line: Series 1620 PVC Single Hung — Reinforced Non -Impact 52"x75"
Report No.: 513862B
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval documents: drawing numbers 08-02999 Revision B, prepared, signed and sealed by Luis Roberto
Lomas P.E.
2. Report No.: G1516.03-109-47 signed by Timothy J. McGill
Architectural Testing, Inc., York PA.
AAMANVDMA/CSA 101/I.S.2/A440-08
Design pressure: ±50.13psf
Water penetration resistance 7.52psf
3. Report No.: G1519.03-109-47 signed by Timothy J. McGill
Architectural Testing, Inc., York PA.
AAMANVDMA/CSA 101/I.S.2/A440-08
Design pressure: ±50.13psf
Water penetration resistance 7.52psf
4. Anchor calculations, report number 513862-1 B, prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: ±50.Opsf
• Unit size: 52 1/8" x 75"
• Units must be glazed per ASTM El300-04/09.
• This product is not rated to be used in the HVHZ.
• This product is not impact resistant and requires impact protection in wind bome debris regions.
• Frame material to be Rigid PVC.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval documents, 08-02999,
Revision B.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s) for which this reportis being issued. Also, I don't have nor will acquire a financial interest in any other entity
involved in the approval process of the listed product(s).
1 of 1
d��i��.
•�,�r EN`SF•9`r
TAT ter,
•, ATE OF'
•f/tlfllllll��'
Luis R. Lomas, P.E.
FL No.: 62514
01/16/2020
(Validalor/ Operations Administrator)
MI Windows & Doors, LLC
P.O. Box 370
Gratz, PA 17030.0370
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an
AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTED
AAMAIWDMA/CSA 101/I.S.2/A440-08
LC-PG50-1324x1905(52x75)-H
COMPANY AND CODE
CPO NO.
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
1620 SH (FINLESS & FLANGE)
FRAME
SASH
MI Windows & Doors, LLC
16055
(PVC)(O/X)(OG)(INS GL)
1324 mm x 1905 mm
1257 mm x 946 mm
Code: MTL
(MODIF)(REINF)(TILT)
(4'4" x 6'3")
(4'2" x 3'1 ")
(ASTM)
This Certification will expire October 14, 2021 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
Product Tested and Reported by: Intertek-ATI
Report No.: G1519.03-109d7
Date of Report: November 3, 2016
JGS/JTS
ACP-04 (Rev.6/11)
Evaluated for Certification: November 8, 2016
Jam'
A oci ted Laboratories, Inc.
Authorized for Certification: November 8, 2016
American hitecturalManufacturersAssociation
(Validator/ Operations Administrator)
MI Windows & Doors, LLC
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an
AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTED
AAMAANDMA/CSA 101/I.S.2/A440.08
LC-PG50-1324xl905 (52x75)-H
COMPANY AND CODE
CPD NO.
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
1620 SH (FIN)
FRAME
SASH
MI Windows & Doors, LLC
16016
(PVC)(O/X)(OG)(INS GL)
1324 mm x 1906 mm
1257 mm x 946 mm
Code: MTL
(MODIF)(REINF)(TILT)
(q,q„ x 6,3„)
(4,2„ x 3,1„)
(ASTM)
This Certification will expire October 14, 2021 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
Product Tested and Reported by: Intertek-ATI
Report No.: G1516.03-109-07
Date of Report: October 27, 2016
JGS/JTS
ACP-04 (Rev.6/11)
Evaluated for Certification: November 1, 2016
'h'
A( ted Laboratories, Inc.
Authorized for Certification: November 1, 2016
American Adhitectural Manufacturers Association
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 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.
8.. 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 CB=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
I TABLE OF CONTENTS
SHEET NO. 1 DESCRIPTION
1 NOTES
2 — 3 ELEVATIONS
4 —16 INSTALLATION DETAILS
17 COMPONENTS
RENSONS
ftEV ODiCft"Ro MlE MGPPIEO
A REVISED ANCHORS 02/2]/16 R.L.
B ADDED NEW EXTRUSIONS 01/16/2020 R.L.
15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 EMS 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.
16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
17. 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"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 EMS 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.
19. ALL FASTENERS TO BE CORROSION RESISTANT.
20. 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=33KSI/FU=52KSI OR
ALUMINUM 5063—T5 FU=30KSI 1/8" THICK MINIMUM
21. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS
SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
IN SHEET 2.
SIGNED: 0112812020
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8" X 75"
NOTES
oftnwN: owc No.
R.L. 08-02999
ECAIP NTS IMIE 11/30/16 1 SHEET OF 17
L ROBERTO LOADS RE I Luis R. Lomas P.E.
IM WOODFORD RD LEWISVALE NO 2)023 is ND.: 62514
4046980609 rllamas®Gbmaspe.rom
FF
HE
r52 1/8" FRAME WIDTH
4" MAX
12" MAX
D.C.D.C./
5"
%ME
GHT
4" MAX
4
�
-- 52 1/8" FRAME WIDTH
4" MAX
12" MAX
Ir
O
T
§/
75"
FRAME
HEIGHT
RENS10N5
REV 06CRIPIION MiE APPRWEn
A REVISED ANCHORS 02/27/18 R.L.
B ADDED NEW EXTRUSIONS 1 01/16/20201 R.L.
Chain 01
Nam bar of anchor locations readmit
Frame
Frame Width HA)
Height
(In)
24.00
Head
Jame
30.00
Hadd
Jamb
36.00
Head
Jamb
4200.
Hood
Jamb
4.00
Head
Jamb
62.13
Head
Jamb
2400
3
3
3
3
4
3
4
3
5
3
5
3
Seed
3
3
3
3
4
3
4
3
5
3
5
3
36.00
3
4
3
4
4
4
4
4
5
4
5
4
42.00
3
4
3
4
4
4
4
4
5
4
5
4
48.00
3
5
3
5
4
5
4
5
5
5
5
5
54.00
]
5
3
5
4
5
4
5
5
5
5
5
60.00
3
6
3
B
4
6
4
B
5
B
5
6
66.00
3
e
3
5
4
B
4
B
5
5
5
6
72.00
]
7
3
7
4
7
4
7
5
7
5
1
75.00
3
7
3
7
4
7
4
7
5
7
5
7
1620 SH REINFORCED
FOR NUMBER
1620 SH REINFORCED
FOR NUMBER
RECTANGULAR
OF ANCHORS
DESIGNER
OF ANCHORS
EXTERIOR VIEW
REQUIRED
EXTERIOR VIEW
REQUIRED
FINLESS& FLANGE INSTALLATION
SEE CHART #1
FINLESS& FLANGE INSTALLATION
SEE CHART #1
DESIGN PRESSURERATING
IMPACT RATING
t50.OPSF
NONE
NOTES:
1. SASHSIZE:49112'X37114'
2. D.LO.:4712'X33374'
52 118'X 75' UNIT SHOWN. OTHER SIZES APPROVED AS LONG AS
FRAME AREA DOES NOT EXCEED 27.14' FTc
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8" X 75"
FINLESS & FLANGE ELEVATIONS
DRAWN: owc NO.
R.L. 08-02999
3ME NTS IMTE 11/30/16 JSHR2 OF 17
LROBERTOLOMASP.E
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688,11606 dlbmnsPidOmbeasbam
SIGNED: 0112812020
Luis R. Lomas P.E.
FL INC.: 62514
FR
HE
3" MAX
I
3 MAX
L
S" MAX O.C.
T_
5"
WE
OFT
L
3" MAX
MAX
FOR NUMBER
OF ANCHORS
REQUIRED
SEE CHART #2
52 1/8" FRAME WIDTH
3" MAX — 8" MAX O.C.
MAX
II
B" MAX O.C.
75"
FRAME
HEIGHT
1620 SH REINFORCED
RECTANGULAR
EXTERIOR VIEW
FININSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
t5O.OPSF NONE
52118' X 75' UNIT SHOWN. OTHER SIZES APPROVED A S LONG AS
FRAME AREA DOES NOT EXCEED 27.14"FP
NOTES:
1. MAXIMUM SASH SIZE: 491/2'X371/4'
2. M4X/MUMD.LO.:47 1]2"X333/4"
1620 SH REINFORCED
DESIGNER
EXTERIOR VIEW
FIN INSTALLATION
RENSIONS
REV OESCRIPIION ni1E APPRWll
A REVISED ANCHORS 02/27/18 R.L.
D ADDED NEW EXTRUSIONS 1 01/16/20201 R.L.
3" MAX
FOR NUMBER
OF ANCHORS
REQUIRED
SEE CHART #2
Chart 63
Number of anchor locations required
Frame
Frame Width (in)
111
(la)
24.00
H65
I Jeme
1 30.00
I H65
I Jamb
36.00
At&S
Jame
4200
I HAS
I Jamb
48.00
I H85
Jem4
6a."
765
Jamb
24.00
4
4
1 4
1 4
5
4
9
4
T
4
T
4
00.00
4
4
4
4
5
4
6
4
7
0
7
4
36.09
4
5
4
5
5
5
e
5
7
5
T
5
4200
4
e
4
e
5
e
e
e
T
8
T
6
48.00
4
]
4
]
5
]
6
]
]
]
]
T
said
4
]
4
]
5
T
8
]
]
]
]
]
69..00
4
8
4
a
5
8
6
8
T
d
7
9
adds
4
9
4
9
5
9
6
9
]
9
7
9
7100
4
10
4
10
5
10
a
10
]
ID
]
10
7&00
4
10
4
10
5
10
B
1D
]
10
7
10
SIGNED: 0112812020
MI WINDOWS LC
0 WESTMAR ET STREET
GRATZ, PA 17030-0370
`\\\\\STIRIIOOW/,,
•y\OEN&'. Up 11
❑*• 0/��52 57Jt'
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8" X 75"
FIN ELEVATIONS
?�• TAT OF W;
��IE�G\�\\
NAIL
LDIS R. Lomas P.E.
FL No.: 62514
DRnw
R L N:
bwcFCORIDP•
08 8
B
50
NTS Daft 11 /30/i6 3OF 17
LROBERTOLOMASP.E.
f4 WOODFOROROLEWISWUE,NC27%C3
454-68"609 Namaz@Wlan dradm
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
i
SHIM SPACE
-- - - HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
RIDISIONS
DESCRIPTION WTE RPPFWFO
REVISED ANCHORS 02/27/18 R.L.
ADDED NEW EXTRUSIONS 1 01/16/20201 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT F SHIM SPACE
INTERIOR
7/16" MIN. c�
EDGE DISTANCE
�o q j�a WOOD
IIIIPPPIIII���JJJCCylll SCREW n
lqLD EXTERIOR INTERIOR
WOOD FRAMING
OR 2X BUCK EXTERIOR
BY OTHERS
BACKER ROD
SILL TO BE SET & APPROVED
p O IN A BED OF SEALANT
II APPROVED SEALANT
VERTICAL CROSS SECTION
WOOD FRAMINGOR 2X BUCKINSTALLA7/ON
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
N07SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCOROANCEWRHASTM E2112
1/4".MAX.
HIM SPACE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCKINSTALLATION
SIGNED: 0112812020
MI WINDOWS DOORLC.
WEST MARKETSTREET
J511R11Iir��A'A,,
GRATZ. PA 17030-0370
�r •��GENSF,•91P��
z - B 6 *_
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1 8" X 75"
= (�,.(6��t2�1e�t',p��_
FINLESS INSTALLATION DETAILS
�y TATR pp -�'Qa
%�'�FS a;CORID? G�C��
OWD NO.
REV
oa
B
s�ONA11E�X�`�
LDIS R. Lomas P.E.
FL No.: 62514
Soz�?ss
WTC
NTS 11/30/16 4 OF 17
L.ROSERTOLOMASP.E
IO2WODDFORDRDLEWISVXLENC27
ev.aaa.nana ,n"m.•Iaimm..m•,.m
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
IIIII HEAD TO RE SET
IN A BED OF
APPROVED SEALANT
EXTERIOR
v v a INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
SA(
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINTSEALANTSYOTHERS TO BE
DESIGNED INACCORDANCE WITHAS7M E2112
RNSIONS
DUCRIPION M1E .NKMD
REVISED ANCHORS 02/27/18 R.L.
ADDED NEW EXTRUSIONS 1 01/16/20201 R.L.
J 1/4" MAX.
SHIM SPACE
7/18" I MIN. ca INTERIOR
EDGE
DISTANCE
DISTANCE
"' SMS OR LJLJLf
SELF GRILLING
SCREWS Lill
EXTERIOR
METAL
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0112812020
LO
MI WINDOWS50
WET
L7o�',''
WEST MAR STREET
`\`\\\5\It..
GRATZ. PA 17030-0370
r •��GEN3F.•gSL
0 6 K'�
SERIES 1620 SH REINFORCED*•
NON -IMPACT 52 1/8" % 75"
FINLESS INSTALLATION DETAILSA
�p , TAT OF tLL`
A,<ORIOP.
DRAWN:
Dwc uD.
REVi�"F•
R. L.
08so2959
,,//SS1o11A IL��G\``
Luis R. Lomas P.E.132
FL No.: 62514
LL NITS oaE 11 /30/16 OF
LROBERTOLOMASP.E
WOODFOHD RD LEIMSILN270
..R..
CONCRETE/MASONRY ,
BY OTHERS '°
e'
OPTIONAL 1X BUCK - a °
SEE NOTES 3 - 7
SHEET 1
Fes,
BACKER ROD V� 5�1�
& APPROVED U 1/4 MAX.
SEALANT r-I SHIM SPACE
HEAD TO
BOFS�
II
II
II
IN AA BED
APPROVED SEALANT
C71❑
n�a®
EXTERIOR L'�i
v v v
q
O
INTERIOR
j�
SILL TO BE SET
BACKER ROD
IN A BED OF
& APPROVED
APPROVED SEALANT
SEALANT
0 1/4" MAX.
OPTIONAL 1X BUCK
SEE NOTE 3 — 7
�q
_
❑
SHIM SPACE
SHEET 1
CONCRETE/MASONRY
BY OTHERS
d
a
VERTICAL CROSS SECTION
CONCRET SIMASONRY INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARRY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WRHASTM E2112
REYSIONS
REV DESCRW 10N Op1E MPROVEO
A RENSE0 ANCHORS 02/27/18 R.L.
B ADDED NEW EXTRUSIONS 01/16/2020 R.L.
1 1/4" MIN. _ 1/4" MAX.
EMBEDMENT SHIM SPACE
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK °
SEE NOTES 3 — 7
SHEET 1
3/16" TAPCON •„ a'-° �`
c �� o
2" 0
MIN.
EDGE
DISTANCE
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETEIMASONRY INSTALLATION
INTERIOR
Ell
EXTERIOR
SIGNED: 0112812020
S, LREETLC.
MI WWSjz
MAR ET S
\\\\J\51R11`/�
GRATZ, PA 17030-0370
S*• p�.5�6 *1
SERIES 1620 SH REINFORCED
NON -IMPACT 52 1/8" X 75"
FINLESS INSTALLATION DETAILS
gip; STATE OF •�
,kkL4,`
%�'cF• 'PCORIDP• \l'�
DRAWN:
OWC N0.
REV
OB
a
/�A�ssi�NA11E0G\\\
LDIS R. LOTO$ P.E.
FL No.: 62514
RGLE NTS IDATE 11/30/16 sOEn69 OF 17
LROSERTOLOWSPE
1432WDO0FORDRD LEWIS 4LLE, NO2T029
avwxRnRDP ,rt„•a,auma.,.,.,,,,
�■
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER
ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/4" MAX.
SHIM SPACE
`HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
Nb-
EXTEfl10flRoo,INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANC E WRH ASTM E2112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
/4" MAX.
HIM SPACE
REMSIONS
OESCRIPRON M1E MPflWEO
REVISED ANCHORS 02/27/18 R.L.
ADDED NEW EXTRUSIONS I 01/16/2D20 R.L.
1 1/4" MIN.
1/4" MAX.
EMBEDMENT
SHIM SPACE
,�
INTERIOR
7/16MIN.
EDGE DISTANCE
#8 WOOD �
SCREW
WOOD FRAMING O
OR 2% BUCK EXiEg1OF
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCKINSTALLATION
SIGNED: 0112812020
MI WINDOWS LC.
z
50WEST MARKET STREET
GRATZ, PA 17030-0370
\Vt.O
\J\SI.L
*0•,6126 1L''
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8" X 75"
(�jc�sl,�Ys�N
FLANGE INSTALLATION DETAILS
%�• TATF IP •.�.:
su¢ NTS °"'E 11 /30/i6 OB sxOCET7B OF 17 a ��ilSZONA �I�NX�\V
LROBERTOLOMASP.E LI115 R. Lomas P.E.
1J WOOOFORO RO LEWISVILLE NC2)021 is NO.: 62514
414 8o609 NomasiBlrbmasoe.wm
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
METAL
STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
TO BE SET
IN A BED OF
APPROVED SEALANT
INTERIOR
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERB
NOTSHOWN FOR CLARITY.
2. PERIMETERAND JOINTSEALANTSY OTHERS TO BE
DESIGNED INACCORDANCEWITHASTM E2/ 12
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
SHIM SPACE
RMS10NS
DESCFno. N.TE APPNWED
REVISED ANCHORS 02/27/18 R.L.
ADDED NEW EXTRUSIONS 1 01/16/20201 R.L.
1/4" MAX.
SHIM SPACE
A— INTERIOR
7/16" MIN.
EDGE
DISTANCE
qB sMs or� e
SELF lull
SEWS
A
EXTERIOR
METAL
STRUCTURE BACKER ROD
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 01/28/2020
MI LC.
650
0 WESSM&R ET STREET
``\`X`511�INCO A7j/i
GRATZ. PA 17030-0370
`� y •yXGENS�•giP�S
*• a 5 *�
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8' X 75"
FLANGE INSTALLATION DETAILS
�9 • TAT OF
ttLeey,;
%�'�ENS jP[ORlOQ; G�2�C
DRAWN:
DWD N0.
REV
06
B
11111110%```
LDIs R. LDTas P.E.
FL No.: 62514
S(LLE NTS MTE 11/30/16 SOEEi BS OF 17
LROSERTOLOMASP.E.
Ia ViWDFORDRDLMSWLLENC27D2�
400 "609 Ndnes(a�PIDNu .
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 - 7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
OPTIONAL 1X BUCK
SEE NOTE 3 - 7
SHEET 1
CONCRETE/MASONRY
BY OTHERS
° _ n
•a
1/4" MAX.
owl
SHIM SPACE
HEAD TO BE SET
IN A BED OF
iI i i iI
APPROVED SEALANT
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
Rensoxs
REV INMRIPl10N MlE P
P
A REVISED ANCHORS 02/27/18 B ADDED NEW EXTRUSIONS 01/16/2D20
1/4" MAX.
SHIM SPACE
BY OTHERS < -
•v
OPTIONAL 1X BUCK °
SEE NOTES 3 - 7
SHEET 1 °
INTERIOR
3/16" TAPCON
INTERIOR
2" �� e
MIN. D
EDGE
DISTANCE
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
r SHIM SPACE
VERTICAL CROSS SECTION
CONCRETEMASONRY INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARI ..
2. PERIMETER AND JOINTSEALANTBYOTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
' • ' • EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETEMASONRY INSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
NON -IMPACT 52 1/8" X 75"
FLANGE INSTALLATION DETAILS
DRAWN: DWD ND.
R.L. 08-02999
sa'c NTS DAx 11/30/16 sNw9 OF 17
444-6B8-0609
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
MAX.
SPACE
HEAD TO BE SET
IN A BED OF
APPROVED SEALANT
R-D
EXTERIOR INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKINSTALLARON
NOTES:
1. INTERIORANDEXTERIORFINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
HIM SPACE
Rensous
REV OESCMnON N.IE MPRWEO
A REVISED ANCHORS 02/27/18 R.L.
B ADDED NEW EXTRUSIONS 1 01/16/2020 R.L.
1 1/4" MIN. 1/4` MAX.
EMBEDMENT SHIM SPACE
I INTERIOR
7/16.. MIN. F'IGa
EDGE DISTANCE
#8 WOOD �� e
SCREW tl
D WOOD FRAMING
OR 2X BUCK EXTERIOR
BY OTHERS
BACKER ROD
& APPROVED JAMB INSTALLATION DETAIL
SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION
MI WINDOWS & DOORS, LLC.
65D WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8" X 75"
FLANGE INSTALLATION DETAILS
OWO NO.
08-02999
NITS IDUE 11/30/16 s"sE`10 OF 17
LROSERTOLOMASP.E.
1432 WOODFORD RD LEWI SV4LE NO2MI
4 4889889 Nomas@Llwnasne.com
RV
B
SIGNED: 0112812020
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
RLYSIONS
REV OESCflIPIION OAIE MPROVEO
A REVISED ANCHORS 02/27/18 R.L.
8 ADDED NEW EXTRUSIONS 01/16/2020 R.L.
1/4" MAX.
SHIM SPACE
11or(�
HEAD TO BE SET
II
IN A BED OF
APPROVED SEALANT
7/16" MIN.
INTERIOR
EDGEMlv�lo'
DISTANCE
b®
ICI❑
INTERIOR
#8 SMS OREXTERIOR
L�J1
SELF DRILLING
SCREWS
METAL
STRUCTURE BACKER ROD
BY OTHERS &
APPROVED
SILL TO BE SET
SEALANT
O IN A BED OF
APPROVED SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
BACKER ROD
ED
& APPROVED
SEALANT
C]Lr�
1/4" MAX.
SHIM SPACE
METAL
STRUCTURE
-�
BY OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WITHASTM E2112
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
NON -IMPACT 52 1/8" X 75"
FLANGE INSTALLATION DETAILS
DRAWN: MG NO. R.L. 08-02999
'PAEE NTS — 11/30/16 s'-11 OF 17
L ROBERTO LOMASP.E.
II V=DFOROROLEII NC2N123
404fi640609 Nwnaz�9Narraryamm
SIGNED: 0112812020
V F'
046
;7 TATE OF .•,kk�,,:
�'�Fs:;[ORIOP G�e�
i7jAs�DNA 11EaX���
Luis R. Lomos P.E.
FL No.: 62514
CONCRETE/MASONRY
BY OTHERS
OPTIONAL IX BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
CONCRETE/MASONRY
1/4" MAX, J BY OTHERS
SHIM SPACE
OPTIONAL 1X BUCK
HEAD TO BE SET ABED SEE NOTES 3 — 7
APPROVED SEALANT SHEET 1
3/16" TAPCON
INTERIOR
2"
MIN.
EDGE
DISTANCE
BACKER ROD
& APPROVED
SEALANT
OPTIONAL IX BUCK
SEE NOTE 3 — 7
SHEET 1
CONCRETE/MASONRY
BY OTHERS
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
I— SHIM SPACE
VERTICAL CROSS SECTION
CONCRETHMASONRY INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY07HERS,
NOT SHOWN MRCLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM M 12
RE s10N5
OESCRIPiION pp1E APPROVED
REVISED ANCHORS 02/27/18 1 R.L.
ADDED NEW EXTRUSIONS I D1/16/2020 R.L.
1 1/4" MIN.
EMBEDMENT
.R
. ..
1/4" MAX.
_
SHIM SPACE
INTERIOR
. b
Cn7
B e
�a
a
O EXTERIOR
BACKER
ROD
& APPROVED
JAMB INSTALLATION DETAIL
SEALANT
CONCRETEMASONRYINSTALLATION
SIGNED: 0112812020
DOORREETLC.
MI W I�NDOWWEST
IR IICo7j�
MARKET
S
GRATZ, PA 17030-0370
y •yYGENSF•4ji
*• 0 6 *'
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8" X 75"
�9•o0••S
FLANGE INSTALLATION DETAILS
TAT OF t0�,
IDGC�C
u:
mrNO.
BR
L
08-02999
S
XA/A74ONALIEIXO
LOTS R. Lomos P.E.
FL No.: 62514
saLs NTS ws 11/30/16 sxsrr 12 OF 17
LROBERTOLOMASP.E.
1432WOODMRDRDLEIWSVfLLENOVW
434-68&Ofi09 rllmus@Irlwnarye.mm
APPROVED
SEALANT
BEHIND FIN
b6 WOOD
SCREW
3/8" MIN
EDGE DISTANCE
WOOD
FRAMING
BY OTHERS
1/4" MAX.
r� SHIM SPACE
I
RVASIONS
DMRMION M1E MPRWED
REVISED ANCHORS 02/27/18 R.L.
ADDED NEW EXTRUSIONS 1 01/15/20201 R.L.
_ /4" MAX
SHIM SPACE
WOOD FRAMING
BY OTHERS
p6 WOOD INTERIOR
SCREW
1 VI
MIN. u
p® �� EMBEDMENT 00
EXTERIOR (Cia�tl ^ INTERIOR -{—
OAPPROVED 91
0
SEALANT
BEHIND FIN
3/8' MIN _ EXTERIOR
{� EDGE DISTANCE
II D JAMB INSTALLATION DETAIL
sh WOOD FRAMING OR2XBUCKINSTALLATION
3/8" MIN
................
EDGE DISTANCE
6 WOOD
J
SCREW
APPROVED
1 1/2" M
EMBEDMEI
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKINSTALLARON
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARTN.
2. PERIMETER AND JOINTSEALANTBYOTHERS TORE
DESIGNED 1NACGORDANGE WITHASTME2112
1/4" MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
SIGNED. 0112812020
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030-0370
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8" X 75"
FIN WITH J CHANNEL INSTALLATION DETAILS
I: 1 DWG NO.
08-02999
NTS JDATE 11/30/16 ISNE913 OF 17
1a62WODDFDBD BOLEWISVILLENC27020 I Luis R. Lomas P.E.
42 666o600 Nmnss@Nomasw rom FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
#6 SINS OR
SELF DRILLING
SCREW
3/8" MIN
EDGE DISTANCE
Miami
I 1 Q1 ,.
3/8' MIN
EDGE DISTANCE
j�6 SMS OR
c
SELF DRILLING
SCREW
VERTICAL CROSS SECTION
APPROVED
METAL STRUCTURE INSTALLATION
SEALANT
BEHIND FIN
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARRY.
2. PERIMETER AND JO/NTSEALANTBYOTHERS TO BE
DESIGNED IN ACCORDANCE WRH ASTM E2112
METAL STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
1/4" MAX
SHIM SPACE
METAL STRUCTURE
BY OTHERS
R.sIDNs
RV DESCRIPTION DiiE APPRWED
A REVISED ANCHORS 02/2]/16 R.L.
B ADDED NEW EXTRUSIONS 1 01/16/2020 R.L.
1/4" MAX
SHIM SPACE
METAL STRUCTURE --�
BY OTHERS
NTERIOR
6 SINS OR
SELF DRILLING n�'^
SCREW
APPROVED
SEALANT
BEHIND FIN
EXTERIOR
3/8" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
METAL STRUCTUREINSTALLAVON
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8' X 75"
FIN WITH J CHANNEL INSTALLATION DETAILS
DRAWN: Dwc u0.
R.L. 08-02999
SCALE NTS DATE 11/30/16 SHE-14 OF 17
L R089RTO LOWSPA
1432 WOODFORD RD LEWISVILLE, NC 2T
134£580609 Ndnas@I�IDmasPv.mm
SIGNED: 01/28/2020
rJ\S�GENy+F'9ji��
.100.TATE OF ,•k�,`
. p 1
<ORW"
'i��ASy:L0NA;1ENG`��
Luis R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
#6 WOOD
SCREW
3/8" MIN
EDGE DISTANCE
3/8.. MIN
................
EDGE DISTANCE
i6 WOOD
J
SCREW
APPROVED
1 1/2" M
EMBEDMEI
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING 0172X BUCKINSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETERANDJOINTSE UWBYOTHERSTOBE
DESIGNED INACCORDANCE WITHASTM E2112
RIMSIONS
OESCRIPPON WiE APPRQ D
REVISED ANCHORS 02/27/18 R.L.
ADDED NEW EXTRUSIONS I 01/16/2D201 R.L.
NOOD
-RAVING
3Y OTHERS
1/4" MAX.
SHIM SPACE
J 1/4" MAX
SHIM SPACE
WOOD FRAMING
BY OTHERS
#6 WOOD INTERIOR
SCREW
1 1/2"
MIN.
EMBEDMENT
APPROVED J I
PF
SEALANT
BEHIND FIN
3/8" MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR2X BUCK INSTALLATION
1/4" MAX
SHIM SPACE
SIGNED. 0112812020
wooD
MI WINDOWS DOORREET LC.
11L/O,',/,,
AOTHERS
BY
WEST MARKET
`\`\�\51R
GRATZ, PA 17030-0370
` y*\O BNS�.'9lp
0
SERIES 1620 SH REINFORCED*•
NON -IMPACT 52 1/8' X 75"
�611/,t�'
FIN INSTALLATION DETAILS
E p:
�O] • TAT OF
%�'OFs
DRAWN:
)WD No.
Rtv
08
B
.'2.ORl0p:•G�'l'`��
',AASTOIIIAIn�?\`\`
SME NTS MiE 11/30/16 SOEU15 OF 17
LROBERTOLOM RIE
IA92YJOODFORDRDLEWISWU.FNC2N
LDIS R. LOTOS P.E.
FL Not 62514
4.R4698-0609 NonusLNlrlanaspetan
APPROVED
SEALANT
BEHIND FIN
#6 SMS OR
SELF DRILLING
SCREW
METAL STRUCTURE
BY OTHERS
Rensloxs
REV DDCRII MTE APPRWE9
A REVISED AN 02/27/16 R.L.
B ADDED NEW EXTRUSIONS pt/16/2020 R.L.
1 1/4" MAX.
_F SHIM SPACE 1/4" MAX
EDGE DISTANCE � METAL STRUCTURE 3/8" MINf�,I� r SHIM SPACE
V�LJo�
1 F 1fl BY OTHERS
3/B' MIN
EDGE DISTANCE
#6 SMS OR
J c
SELF DRILLING
SCREW
VERTICAL CROSS SECTION
APPROVED
METALSTRUG71REINSTALLATION
SEALANT
BEHIND FIN
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WIMASTME2112
1/4" MAX
r
_L SHIM SPACE
—T
METAL STRUCTURE
BY OTHERS
INTERIOR
#6 SMS OR
SELF DRILLING
SCREW
APPROVED
SEALANT
BEHIND FIN
3/8" MIN EXTERIOR
EDGE DISTANCE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
NON —IMPACT 52 1/8' X 75"
FIN INSTALLATION DETAILS
DRAWN: owc NO.
R.L. 08-02999
3ME NTS IDKTE 11/30/16 sxD-16 OF 17
1432 WOOOFOR
434-6380609
SIGNED. 0112812020
Luis R. Lomas P.E.
FL No.: 62514
3 3/16"
2 5/16"
MOP_4
HEAD/JAMB FINLESS
EXTRUDED PVC (V-1009)
I— 3 3/16" -1
3 13/16" p�Q
HEAD/JAMB FIN INSTALLATION
EXTRUDED PVC (1-1007)
3 1/4" —
0 1 8"
�gps4
SILL FINLESS
EXTRUDED PVC (V-lOf3)
SILL FIN INSTALLATION
EXTRUDED PVC (V4012)
3 3/16"
213/16" Urou�
plL HEAD/JAMB WITH FLANGE
EXTRUDED PVC (V.1010)
8..
3 1/4" —
o O
2 13/16" I—J
�qp0
HEAD/JAMB WITH FLANGE
EXTRUDED PVC (VE-000025)
1 1/4"
3 5/B'•
111 'z 1 3/4"
L
HEAD/JAMB FIN INSTALLATION SILL FIN INSTALLATION BOTTOM SASH/STILE
W1THJ-CHANNEL WITHJ-CHANNEL EXTRUDED PAC(V-670)
EXTRUDEDPVC(V-1006) EXTRUDEDPVC(V4011)
(J— �-t 1 1/8"
7/B" [I
STILES
REINFORCEMENT
ALUMINUM 6063-T5 (M-2266)
3/4.
J
MEETING RAIL
REINFORCEMENT
ALUMINUM 6063-T5 (AE-000162)
{—F 15/16'•
1/22"
LOCK RAIL
REINFORCEMENT
ALUMINUM 6063-T5 (M-2115)
1--1 15/16"
3/4" L
LL �-�-
OPERABLE SCREEN
oRewu:
R.L.
TRACK W/O LEG
ALUMINUM 6063-TS (M-2341J
SME NTS
RE SONS
R! 06LRIPT'" mm 11RIll
A REVISED ANCHORS 02/27/19 R.L.
B ADDED NEW EXTRUSIONS 0
'/I6/2020 R.L.
SILL WITH FLANGE
EXTRUDED PVC (V4015)
B"
1 3/4"
BOTTOM SASH/T )P RAIL
EXTRUDED PVC (V-675)
2 5/8"
SILL WITH FLANGE
EXTRUDED PTVC (VE-000021)
b❑ 2 3/16"
MEETING RAIL
EXTRUDED PVC (V-1016)
, 3/4" r
HO1 3/1 4"
_
BOTTOM SASH/BOTTOM RAIL
EXTRUDED PVC (V-672)
MI WINDOWS & DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030-0370
SERIES 1620 SH REINFORCED
NON -IMPACT 52 1/8" X 75"
COMPONENTS
08-02999
sUE-17 OF 17
LIl r 1/4"
13/16" II
GLAZING NG BEAD
RIGID PVC (V-904)
SIGNED: 01/28/2020
Luis R. Lomas P.E.
FL No.: 62514
4/24/202b Florida Building C r f • , ,. '._ SHOP STAMP REVIEW -a/Plan izaen
} Review Is for general compliance with the Construction Documents.
Responsibility for correctness of dimensions, details, quantities and safety
during fabrication lies solely with the contractor.
Business & Professional • rulation Dq No Exceptions Taken Reviewed By: Dawn Boggio-Korbelak
17 Rejected:
BCIB Home I Log In I User Registration I Rot Topics Submit Surcharge I Stats a Facbs I Publications I Contact Us I Bay Site Map I Unks I Search
Flodda�� 4/28/20 dJ!1(.�u'� 0. g
Uk)IGl � Product Approval •
tJf, USER: Public User
6�he:WxY�rm
Product Approval Menu > Product or Agnlicatlan Seach > A2911catlon List > Application Detail
FL #
FL15332-R5
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
O
Product Manufacturer
MI Windows and Doors
Address/Phone/Email
650 West Market Street
Gratz, PA 17030
(n9
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
<
2
Authorized Signature
Brent Sitlinger
bsitlinger@miwd.com
p
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
C1 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Luis Roberto Lomas
Evaluation Report
Florida License
PE-62514
Quality Assurance Entity
American Architectural Manufacturers Association
Quality Assurance Contract Expiration Date
1 31 2020
Validated By
Steven M. Urich, PE
R1 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1y441gct�a7[�L]l3iP] IAeL•fi
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
Year
2008
Product Approval Method
Method 1 Option D
hftps:l/www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgtHB572gvdWldku3BmvbCOTyMW9mhwpTl FkhOfDHBW5w%3d%3d 1/4
4/24/2020
Florida Building Code Online
Date Submitted 06/18/2019
Date Validated 06/19/2019
Date Pending FBC Approval 06/24/2019
Date Approved 08/13/2019
Summary of Products
FL #
Model, Number or Name
Description
15332.1
SERIES 420 ALUMINUM SGD
SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON -
REINFORCED
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 R5 II 08-00500E.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FLi5332 RS AE 510807D.p-df
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.2
SERIES 420 ALUMINUM SGD
SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON -
REINFORCED
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 R5 II 08-00498E.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FLI5332 RS AE 530805D.pdf
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.3
SERIES 420 ALUMINUM SGD
SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96"
REINFORCED
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 R5 11 08-02248C.Of
Approved for use outside HVHZ: Yes
Verifed By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FL15332 R5 AE 512968C.pdf
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.4
SERIES 420 ALUMINUM SGD
SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96"
REINFORCED
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 RS II 08-02249C.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FLi5332 RS AE 512969C.ndf
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.5
SERIES 420 ALUMINUM SGD
SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96"
REINFORCED
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLi5332 R5 II 08-02250C.12df
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FL15332 R5 AE 512970C.pdf
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.6
Series 420 OXXX SGD Reinforced
Series 420 OXXX SGD Reinforced non impact (Interior
Reinforcement)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 RS IT FL16054 R6 II 08-01830D.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis R. Lomas, PE PE-62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Refer to approval document for design pressure
FLi5332 R5 AE FL16054 R6 AE 512517D.odf
ratings.
Created by Independent Third Party: Yes
15332.7
Series 420 OXXX SGD Reinforced
Series 420 OXXX SGD Reinforced Non Impact (Interior and
Exterior Reinforcement)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 R5 If FL16054 R6 11 08-018311).gdf
Approved for use outside HVHZ: Yes
Verified By: Luis R Lomas, PE PE-62514
Impact Resistant: No
Created by Independent Third Party: Yes
Evaluation Reports
https:/Avww.floridabuilding.org/pr/pr app_dtl.aspx?pamm=wGEVXQwtDgtH8572gvdWldku3BmvbCOTyMW9wxhwpTl FkhOfDHSWSw%3d%3d 214
4/24/2020
Florida Building Cade Online
Design Pressure: N/A
FLIS332 R5 AE FL16054 R6 AF 512518D.p-Cif
Other: Refer to approval document for design pressure ratings
Created by Independent Third Party: Yes
15332.8
SERIES 420 REINFORCED ALUMINUM
SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96"
SGD
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 RS II 08-00501E.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FL15332 RS AE 510808D.g_df
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.9
SERIES 420 REINFORCED ALUMINUM
SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96"
SGD
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 RS iI 08-00499E.Pdf
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FL15332 R5 AE 510806D.pAff
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.10
SERIES 430/440 ALUMINUM SGD
SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON -
REINFORCED
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIS332 RS II 08-00502E.gd—f
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FLIS332 RS AE 5108090.PQf
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.11
SERIES 430/440 REINFORCED
SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96"
ALUMINUM SGD
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIS332 R5 II 08-00503E.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis Roberto Lomas 62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
FL15332 R5 AE 510830D.Qdf
PRESSURE RATINGS
Created by Independent Third Party: Yes
15332.12
Series 440 OXXX SGD Reinforced
Series 440 OXXX SGD Reinforced Non Impact (Interior and
Exterior Reinforcement)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 R5 II FL16054 R6 II 08-01885D.pdf
Approved for use outside HVHZ: Yes
Verified By: Luis R. Lomas, PE PE-62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Refer to approval document for design pressure ratings
FL15332 R5 AE FL16054 R6 AE 512577D.pdf
Created by Independent Third Party: Yes
1S332.13
Series 440 OXXX SGD Reinforced
Series 440 OXXX SGD Reinforced Non Impact (Interior
Reinforcement)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15332 R5 II FL1605A R6 II 08-01886D.odf
Approved for use outside HVHZ: Yes
Verified By: Luis R. Lomas, PE PE-62514
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Refer to approval document for design pressure ratings
FL15332 RS AE FL16054 R6 AE 512578D.RQ[
Created by Independent Third Party: Yes
Back Nert
oC ntad Us:: 2601 Blair Stone Read, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employe[ S.RRy_nght 2007-2013 State of Florida.:: Privacy Statement :: Ame«Ibi tv 5tatement :: 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 -rem rds request, do not send electronic
mail to this entity. Instead, contact the police by phone or by traditional mall. If you have any questions, please contact a5o.487.1395. -Pcmua of W 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 emads
provided may be used for official communication with We licensee. However email addresses are public recerd. If you do not wish W supply a personal address, please
provide the Department with an email address which can be made available W the public. To determine it you are a licensee under Cha pier 455, BS., please dick here.
Product Approval Accepts:
=®®I�m
https:/Aw.floridabuilding.org/pripr_app_dti.asp)Opamm=wGEVXQwtDgtH8572gvdW]dku3BmvbCOTyMW9=hwpTlFkhOfDHBW5w°/3d%3d 3/4
4/24/2020
Florida Building Code Online
Credit Card
Safe
https://v�nwl.floridabuilding.org/prlpjl_app_Ati.aspx?param= GEVXQwtDgtHB572gvdVvldku3BmvbCOTyMW9=hwpTl FkhOfDHBW5w%3d%3d 4/4
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-0609
rltomw@lrlomwpe.com
Manufacturer: MI Windows and Doors LLC
650 West Market Street
Gratz, PA 17030
Product Line: Series 420 Aluminum SGD 96"x80 Non -Reinforced
Engineering Evaluation Report
Report No.: 510805D
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61G203.005 method 1(d). The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number08-00498, Revision E, prepared, signed and sealed by Luis Roberto Lomas
P.E.
2. Report No.: CCLI-12-119 signed by Wesley Wilson
Construction Consulting Laboratory International, Carrollton, TX
AAMAM/DMA/CSA 101/I.8.2/A440-08
Design pressure: t40.Opsf
Water penetration resistance 6.Opsf
3. Anchor calculations, report number 510805-1C and 510805-2, prepared, signed and sealed by Luis Roberto Lomas
P.E.
Limitations and Conditions of use:
• Maximum design pressure: Refer to approval document.
• Maximum panel size: 48''W x 79"
• Approved configurations: OX, XO, XX, XP, PX, XIP and PIX
• Units must be glazed perASTM E1300-04/09, with safety glazing.
• This product is not rated to be used in the HVHZ.
• This product is not impact resistant and requires impact protection in wind bome debris regions.
• Frame material to be aluminum 6063-T5.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-00498,
Revision E.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity
involved in the approval process of the listed product(s).
1 of 1
`N��J�S R I Ia���i/%
v••��GENS�•'9d,.�'
* • r o,.S12,5o�1
T((A�TlrE Ot4 =
o�FS' 0RI'D •�����
ONA 11��1\���
/41/11110
Luis R. Lomas, P.E.
FL No.: 62514
06/20/2017
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. 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.
4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5.
6. UNITS MUST BE GLAZED PER ASTM E13DO-04/09, WITH SAFETY GLASS.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/13" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
11. FOR ANCHORING IMO 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.
12. FOR ANCHORING INTO METAL STRUCTURE USE #10 EMS 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.
13. ALL FASTENERS TO BE CORROSION RESISTANT.
14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NDT 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 3,192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE M. TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM
15. APPROVED CONFIGURATIONS: OX. X0, XX, XP, PX, XIP, PIX.
TABLE OF CONTENTS
HEET NO DESCRIPTION
i NOTES
2 — 3 ELEVATIONS
4 — 10 INSTALLATION DETAILS
RLVSIONS
OMRIPPON
WM
APPRWED
ADDED CHARTS
03/05/12
R.L.
REVISED PER NEW TESTING
1D/29/13
R.L.
ADDED FLANGE AND TIN INSTALLATIONS
12/06/13
R.L.
REVISED INSTALLATICN DETAILS
07/3D/15
R.L.
REVISED INSTALLATION DETAILS
06/20/17
R.L.
SIGNED: 0612012017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 SGD
96" X 80" NON —REINFORCED
NOTES
NTS D"TE 02/23/09 De 500�T498 OF 10 E /'/7j/IONA E \`\
L. ROBERTO LOMAS P.E. LOTS R. Lomas P.E.
1432 WOODFORD RO LEWISVILLE, NO 27023 FL No.: 62514
434 se0-0 09 dlamas@ldmaspe
I
FI
HI
96" MAX FRAME WIDTH
(2) ANCHORS PER LOCATION
SEE CHART #3
FOR NUMBER OF
LOCATIONS REQUIRED
z
17"
6' MAX -
M AX
O.C.
6" MAX
T_
17"
MAX O.C.
O
X
a
sD' T
IAX
IGHT
/
I
I
SERIES 420 SGD
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACTRATING
±40.OPSF NONE
SEE CHARTS #1 AND #2 FOR OTHER UNITS RA77NOS
NOTES:
1. MAXIMUM PANEL SIZE: 48 V2"x 79"
2. M4XIMUMD.L.0.:44 518"x 74 S18°
METALLIC TANDEM ROLLERS
- 6" MAX
REMSIONS
REV
DMURIPIION
DAIS
APPROAD
A
ADDED CHARTS
03/05/12
R.L.
B
REVISED PER NEW TESTING
10/29/13
R.L
C
ADDED FLANGE AND RN INSTALLATIONS
12/06/13
R.L.
D
REVISED INSTALLATION DETAILS
07/3D/15
R.L.
E
REVISED INSTALLATION DETAILS
06/2D/17
R.L.
CHART#1
WHERE WATER INFILTRATION RESISTANCE IS REQUIRED.
SEE NOTE 9 SHEET 1
Design pressure chart (psO
Frame
Single Penal and Total Frame Wan
(In)
Height
30.0
36.0
1d2.0
46.0
60.00
1 72.00
1 64.00
1 96.00
(in)
PCs
I Nag
Poe
I Nag
I PCs
I Nog
I Poe
I Nog
80.01
40.0
1 55.1
40.0
1 48.2
1 40.0
1 43.4
1 40.0
1 40.0
CHART#2
WHERE WATER INFILTRATION RESISTANCE IS NOTREOUIRED.
SEE NOTE 9 SHEET 1
Design pressure chart (pso
Frame
Single Panel antl Total Frame Width (in)
Height
30.0
36.0
42.0
48.0
05-0
72.00
84.00
96.00
(in)
Pos
I Neg
Pos
I Nag
I Pos
I Neg
I Pos
I Neg
60.01
55.1
1 55.1
48.2
1 48.2 1
43.4
1 43.4
1 40.0
1 40.0
CHART#3
Number oranchor locations required
Single Panel and Total From Width (in)
From
Haight
30.0
36.0
02.0
48.0
60.0
72.0
84.0
96.0
(in)
H8S
I Jamb
HBS
I Jamb
I HBS
1
Jamb
I HBS
I Jamb
80.0
4
1 5
5
1 5
1 6 1
5
1 6
1 5
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 SGD
96" X BO" NON -REINFORCED
ELEVATION
F.A. 08-00498
scuE NITS DATE 02/23/09 SHELl2 OF 10
L. ROBERTO LOWS P.E.
14321VOODFORD RD LEWISVILLE. NO 27023
434-6884609 #lamas@I4omaspe
SIGNED: 0612012017
Luis R. Lomas P.E.
FL No.: 62514
E
N
FIRHE
95" MAX FRAME WIDTH
AT HEAD & JAMBS
SEE CHART #4
FOR NUMBER OF
LOCATIONS REQUIRED
17"
6" MAX — (— —I MOAC. (— —
(1) ANCHOR PER LOCATION
6" MAX
17"
MAX O.C.
3" T-
AX
0
X
a
,ME
'HT
6" MAX
6" MAX
CHART#4
Number, of nne5arin4nflnnarequlretl
Sh'b
Penal and Total
Una Mth(in)
T3aan
Haight30.0
06.0
42.0
48.0
(in)eo.o
M.o
84.0
1 ea0
HAS
I Jemb
I HAS I Jemb
I HAS
Jemb
H65 TT.b
80.8
4
1 5
1 5 1 5
1 0
1 5
1 0
1 5
(
SERIES 420 SGD
EXTERIOR VIEW
(2) ANCHORS PER LOCATION
AT SILL
DESIGN PRESSURE RATING IMPACTRATING SEE CHART #4
FOR NUMBER OF
t40.OPSF NONE LOCATIONS REQUIRED
SEE CHARTS #1 AND #2 SHEET2 FOR OTHER UNITS RATINGS
NOTES:
1. MAXIMUM PANEL SIZE: 46 1Q'x 79"
2. MAXIMUM D.L.O.: 44 N8'x 74 SV'
END OF PANEL
F.A.
'—R NTS
RMSIONS
06CRIFf10N
DAM
I MPROKO
ADDED CHARTS
03/05/12
R.L.
REVISED PER NEW TESTING
10/29/13
R.L.
ADDED FIANCE AND FIN INSTALLATIONS
12/06/13
R.L.
REVISED INSTALIATION DETAILS
07/3D/15
R.L
ATI REVISED INSTALION DETAILS
06/20/17
R.L.
SIGNED: 0612012017
M� WINDOWS LLC
650 WEST ARKE STRET
'`ter
GRATZ, PA 17030
•�XGENy�.'9jii
0/,��52� *=
SERIES 420 SGD
96" X 80" NON -REINFORCED
FIN ELEVATION
a C
—p • TAT OF W�
i�'�F I;ZORIUA• �
MG NO.
REV
OB
E
��
''7jSS10111Ai 1\INNG\\`
LNIA R. Lomas P.E.
FL No.: 62514
SOOE43B OF 10
DATE 02/23/09
L. RORERTOLOMAS P.E.
1432 WOODFORD RD LEMSVILLE. NC 27VS
43408009 dlOmasAMOmdS emn
RMSNNS
1/2 MIN.
M
06CRIPIION
WM
APPROVFa
EDGE DISTANCE
A
ADDED CHARTS
03/05/12
R.L.
B
REVISED PER NEW TESTING
10/29/13
R.L
1 3/8" MIN.
C
ADDED FLANGE AND FIN INSTALLATIONS
12/06/13
R.L.
WOOD FRAMING
EMBEDMENT
D,
FUSED INSTALLATION DETARS
07/3D/15
R.L
OR 2X BUCK
I
BY OTHERS
MAX.
E
FUSED INSTALLAPON DETAILS
06/20/17
R.L
SHIM
#10 WOOD
SPACE
1 3/8' MIN.
1/4' MAX.
SCREW
EMBEDMENT
SHIM SPACE
T_
INTERIOR
1/2" MIN.
EDGE DISTANCE
r1
••
��
EXTERIOR II II II II INTERIOR
#10 WOOD
SCREW
I WOOD FRAMING
OR 2X BUCK
BY OTHERS
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERAND JOINTSEALANTBY OTHERS TO BE
DESIGNED INACCORDANCE WITHASTM Elf 12
E SET IN
APPROVED SEALANT
#10 WOOD
SCREW
MIN.
MENT
MIN.
STANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
L EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 420 SGD
96" X 80" NON —REINFORCED
FRAME INSTALLATION DETAILS
DRAWN: Dwc No
F.A. 08-00498
srriE NTS DATE 02/23/D9 s"-4 OF 10
LROBERTOLOMASP.E
SIGNED: 0612012017
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
F 1/2° MIN.
I EDGE DISTANCE
1/4 R h ® r SHIM SPACE
#10 SMS OR
SELF DRILLING
SCREW
EXTERIOR II 11 11 II INTERIOR
RMIONS
DESMI"Ox
MTE
APPIMED
ADDED CPARTS
03/D5/12
ILL
REVSED PER NEW TESTING
10/29/13
R.L.
ADDED RANGE AND FIN INSTAUATIONS
12/06/13
R.L
REVISED INSTALLATION DETAILS
07/30/15
R.L.
REVISED INSTALLATION DETAILS
05/70/17
R.L
/4° MAX.
—I SHIM SPACE
INTERIOR
1/2' MIN.
EDGE DISTANCE
SILL TO BE SET IN #10 SMS OR
A BED OF SELF DRILLING
#lD SMS OR
APPROVED SEALANT SCREWS
_
SELF DRILLING METAL
SCREW T �1-C� STRUCTURE EXTERIOR
BY OTHERS
METAL
STRUCTURE
BY OTHERS
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METALSTRUCTUREINSTALLIRON
NOTES:
1. INTERIORAND EXTERIOR FINISHES. BYOTHERS,
NOTSHOWNFORCLIRITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WITHASTM E2112
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0612012017
MI WINDOWSDOORS
0
5WEST MARKET
\\`J\S\11�111L/o
GRATZ, PA 17030
`�••��GE NSF; •TP
p„6�6
,'jO•(r,6'y�rte+�:
SERIES 420 SGD*•
96" X 80" NON -REINFORCED
—
FRAME INSTALLATION DETAILS,
STATE OF ;yyty,4
•'Q•(OR1Do; G�e�
DRnwx:
DwD NO.
RE%�'�Fs
D6
E
',1oIIlA111�?`\``
LIIIS R. Lomas P.E.
sw.E NTS mn 02/23/09 SHM56 OF 10
LROBERTOLOWSP.E
1432WDOOFOROROLEWISVIL ...NC=3
AWL6&0609 Illomas[)pfwnasFw.mm
FL No.: 62514
RENSIONS
2" MIN 1" MIN.
1 11EXTERJOR
REV 06CRIPIION
WTE APPRWED
EDGE DISTANCE
A ADDED CNARTS
03/05/12 R.L.
B REVISED PER NEW TESTING
10/29/13 R.L
C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L.
"• '1 1/4" MIN.
'e.
D REVISED INSTALLATION DETAILS
07/3D/15 R.L.
EMBEDMENTCONCRETE/••s
1 1/4" MIN.E
EMBEDMENTBY
REVISED INBTALLATION OEFAILS
O6/2D/17 R.L.
MASONRY—-
MAX.
OTHERS1/4"
SHIM SPACE
OPTIONAL
R.1X
MA%.TO
BUCK_ri/4"
SPACE
BE-
1�a'SHIM
PROPERLY
MIN.
�° "
INTERIOR
SECURED
EDGE
SEE NOTE 3
DISTANCE
SHEET 13/i6"
TAPCON3"MIN
El
INTERIOR
SEPARATION
SILL TO BE SET IN
A BED OF APPROVED SEALANT
3/15" TAPCON
'
3/16" TAPCON
EXTERIOR
CONCRETE/MASONRY
BY OTHERS
MASONRY/
OPTIONAL
1 X BUCK JAMB INSTALLATION
DETAIL
CONCRETE
TO BE PROPERLY CONCRETEMASONRY INSTALLATION
BY OTHERS
SECURED
SEE NOTE 3
SHEET 1
e a
1 1/4" MIN.
NOTES:
EMBEDMENT
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETERAND JOINT SEALANT BYOTHERS TO BE
e
DESIGNED INACCORDANCE WITHASTM E2112
SIGNED: 0612012017
2 7/8" MIN _ 1" MIN.
MI WINDOWS AND DOORS LLC
ou11111Nu
SEPARATION EDGE DISTANCE
650 ESTGRATZMPAARK170STTREE7
30
.`��yJ�E.\C EN,p'��.•4ji2�
VERTICAL CROSS SECTION
F
CONCRETEIWSONRYINSTALLATION
SERIES 420 SGD
*• py6Q$ i_
96" X 80" NON —REINFORCED
(�('[t,(1a�t',g•� —
FRAME INSTALLATION DETAILS
pTAT R OF •��,`
DRAWN: DWC N0.
REV RI�P•G���
OBSOOE468
E ,/A,SIO�IAi
s c NTS DATE 02/23/09 OF ill
L.RDBERTOLOMASP.E'
Luis R. Lomas P.E.
142 WOODFORD RD LEMSVILLE, NC 27023
FL No.: 62514
431-6880609 tllOmaz[a�IROmaspe rom
WOOD FRAMING 1/2" MIN.
OR 2% BUCK EDGE DISTANCE
BY OTHERS
1 3/6" MIN.
EMBEDMENT
1 3/B" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
T_
/2" MIN.
EDGE DISTANCE
biD WOOD
SCREW
I
INTERIOR EXTERIOR #10 WOODSCREWS
3E SET IN
APPROVED SEALANT
#10 WOOD
SCREW
I WOOD FRAMING
OR 2X BUCK
BY OTHERS
MIN.
VENT
MIN.
.,.,.� dISTANCE
VERTICAL CROSS SECTION
WOOD FRAMING OR2 BUCK INSTALLATION
NOTES:
i. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINrSE4ANTBY OTHERS TO BE
DESIGNED 1N ACCORDANCE WITH ASTM EV 12
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/4" MAX.
SHIM SPACE
REYSIONS
06CRIMON DAR OPROAD
ADDED CHARTS 03/05/12 R.L
REVISE) PER NEW TESTING 10/29/13 R.L.
ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L.
REVISED INSTALIATIDN DETAILS D7/30/15 R.L.
REVISED INSTALLATION DETAILS 06/20/17 R.L
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FOAMING OR 2X BUCK INSTALLATION
SIGNED: 0612012017
MI WINDOWS AND
CSTREET ORS LLC
IRIILO
650 WEST MARKET
`\```\S
'`��y
GRATZ, PA 17030
•y�GENy�.'Fji��
*• DA.6125
SERIES 420 SGD
96" X BO" NON —REINFORCED
FLANGE INSTALLATION DETAILS
yTATE OF •�+
��'"Ap• FCOR�QP• \
DRAWN;
OWO NO.
REV
08
E
/DjNI5v\\\
DATE s"O�T7B
14TS 02/23/09 OF 10
Luis R. Lomas P.E.
FL No.: 62514
LROBERTOLOMASP.E
IG92 WOODFORD RO LEINISVILE NC 2]
0.b6WR-0609 Al w@MDInffiPR..
1/2" MIN.
EDGE DISTANCE
METAL
STRUCTURE
BY OTHERS
#10 SMS OR
SELF DRILLING
SCREW
I METAL
STRUCTURE
BY OTHERS
EXTERIOR
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETER AND JOINTSEALANTBY OTHERS TO BE
DESIGNED IN ACCORDANCE WITHASTM E2112
1/4" MAX.
SHIM SPACE
RMSIONS
D=RIPIION
p x
"PROVED
ADDED CHARTS
03/05/12
R.L.
REVISED PER NEW TESTING
10/29/13
R.L.
ADDED FLANGE AND RN INSTALLATIONS
12/06/13
R.L.
REVISED INSTALIAIION DETAILS
07/3D/15
R.L.
REVISED INSTALIATION DETAILS
06/2D/17
R.L.
_
1/4• MAX.
SHIM SPACE
SS OR
J
SELF DRILLING
LLING
SCREW
1/2"
MIN.
INTERIOR
EDGE
DISTANCE
INTERIOR
1 TO BE SEF IN
BED OF
'PROVED SEALANT
1/2- MIN.
EDGE DISTANCE
#10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
I_ EXTERIOR
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0612012017
MI WINDOWSDOORS LLC
650 MARKET STREET
GRATZ. PA 17030
�� •yXGENs�.'�s��
D 5 =*• *=
,6�'�.o�t�p�
SERIES 420 SGD
96" X 80" NON-REINFORCED
FLANGE INSTALLATION DETAILS
p: $TAT [: OF •�\
F (ORM.
DRAWN:
DWG NO.
REV
OB
E
'/AAss1oI I1n111��G```
Luis R. Lomas P.E.
FL No.: 62514
sw5 NTS WE 02/23/09 ��TBOF 10B
L R09EFlWLOMASRE
Lau wDOaFORn Ro tEvnsWLLE.Nc2)o2a
RMSIDNS
1 1/2" MIN _ 1' MIN. REV Dt=l"ON wre "PR D
SEPARATION EDGE DISTANCE I A ADDED CHARTS 03/05/12 R.L
B REVISED PER NEW TESTING 10/29/13 R.L.
0 ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L
1 BED MIN. D REVISED INSTALLATION DETAILS 07/3D/15 R.L
/°.,. °0° °: a;° EMBEDMENT 11/4°MIN.
CONCRETE EMBEDMENT E REVISED INSTALLATION DETAILS 06/20/17 R.L
MASONRY 1/4' MAX,
BY OTHERS1EXTERIOR
SHIM SPACE
OPTIONALr -a '. .. 1/4" MAX.
1X BUCK SHIM SPACE
TO BE 1 b
PROPERLY •! INTERIOR
SECURED MIN.
SEE NOTE 3 EDGE
SHEET 1 DISTANCE
3/16" TAPCON a ❑ ❑
b •a
INTERIOR MIN ❑ ❑
SEPARATION
R
3/16` TAPCON EXTERIOR
SILL TO BE SET IN
A BED OF CONCRETE/MASONRY
3/16` TAPCON APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL
OPTIONAL 1X BUCK CONCRETEMASONRY INSTALLATION
TO BE PROPERLY
MASONRY/ SECURED
CONCRETE SEE NOTE 3 SHEET 1
BY OTHERS NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
° n ° T NOTSHOWNFORCLARITY.
2. PERIMETERAND JOINT SEALANT BYOTHERSTO BE
° m 1 1/4` MIN. DESIGNED IN ACCORDANCE WITHASTM E2112
EMBEDMENT SIGNED: 0612012017
e:•� e�r;':!.Q:°°• MI 650DOWT MARKETS DOORRS EET LLC 1 t..L09,/,
2 7/B" MIN _ 1` MIN. GRATZ. PA 17030 `��••y�OENSF s�
SEPARATION EDGE DISTANCE SERIES 420 SGD =*�•D/��,�0p- '>t=
96" X BD" NON —REINFORCED (/R'C
VERTICAL CROSS SECTION FLANGE INSTALLATION DETAILS �-o .4 TAT OF
CONCRETFIMASONRYINSTALLATION E
DWG No. REv�G/23/09 08 �OET9B OF 10E iY/ONA1�� ROBERTO LOMAS P.ELufs R. Lomas P.E.
0FORDROaIVISVI AIG270W FL No,: 62514
-0609 rllomaz@(rbmaspe.cvm
WOOD FRAMING
BY OTHERS
#8 WOOD
SCREW
1 1/4'
MIN.
EMBEDMENT
1/4" MAX
SHIM SPACE
INTERIOR
RFASNNS
DESCRIPTION
Mn
MPRMD
ADDED CHARTS
03/05/12
ILL
REVISED PER NEW TESTING
10/29/13
R.L.
ADDED FIANCE AND FIN INSTALLATIONS
12/06/13
R.L.
REVISED INSTALLATION DETAILS
07/3D/15
R.L.
REVISED INSTALLATION DETAILS
06/20/17
ILL
1 5/8' MIN.
EDGE DIST.
APPROVED SEALANT A
BEHIND FIN EXTERIOR TRIM 4 1 1/4" MIN.
7/16' MIN INTERIOR EMBEDMENT
EDGE DISTANCE
MASONRY/le
•
JAMB INSTALLATION DETAIL B
WOOD FRAMING OR 2XBUCKINSTALLATION METAL STRUCTURE I- 1/2" MIN. 1X BUCK BY OTHERS,
BY OTHERS EDGE DISTANCE HOOK1X BUCK TO BE
PROPERLY SECURED
APPROVED SEALANT TRIM 3/16' TAPCONBEHIND FIN 1 1aF
4' MINWOOD FRAMING PANEL INTERLOCK
#8 WOOD BY OTHERS INTERIOR
SCREW HOOKSTRIP INSTALLATION
1/4' MAX. HOOK STRIP MASONRY/CONCRETE
SHIM SPACE SCR SELF DRILLING
SCREW
7MIN
EDGEE DISTANCE
EXTERIOR
INTERIOR
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCKINSTALLATION
FOR SILL INSTALLATION SEE SHEETS 4.9.
NOTES:
1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOTSHOWNFORCLARRY.
2. PERIMETER AND JOINT SEALANTBY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2/12
2X BUCK OR
WOOD FRAMING
BY OTHERS
TRIM
INTERIOR
HOOK STRIP �
PANEL
EXTERIOR INTERLOCK
HOOK STRIP INSTALLATION
METAL STRUCTURE
L�F 1/2" MIN.
I I EDGE DISTANCE
1 3/8' MIN.
EMBEDMENT
❑ �- WOOD
SCREW
PANEL
EXTERIOR INTERLOCK
HOOK STRIP INSTALLATION
2XBUCKAW000 FRAMING
SIGNED: 06/20/2017
MI WINDOWS AND LLC
Iz
650 WEST MARKETCORS STTREET
5111�111�0 AAA/i
GRATZ. PA 17030
`�� •y�OENS�.•91P�
*• 01 *"
SERIES 420 SGD
96" X BO" NON —REINFORCED
_y
FIN AND HOOK INSTALLATION DETAILS
pO•• TAT OF W�
owa No.
REV
OB-00498
E
iAAASjON11110
LNIB R. Lomas P.E.
FL No.: 62514
NTS °A� 02/23/09 -aEI I O OF 10
LROSERTOLOMASP.E
I0. WOODFORDRDLEWISVILLEN02M23
G9 86-009 0lomas0Moma , mm
4/24/2020
Florida Building Ct
SHOP STAMP REVIEW eta/Man taen
Review is for general compliance with the Construction Documents.
Responsibility for correctness of dimensions, details, quantities and safety
during fabrication lies solely with the contractor.
04 NoEcopdonsTaken Reviewed BY Dawn Boggio-Korbelak
Business &
, Regulation
Professional
O Rejected:
BCIS Home I LOB In I User Registration
I Hot Topics I Submit Su¢harpe Stats & Facts I Pubroatlons I Contact Us I EMS Site Map Links Search
r
4/28/20
db
�i Product Approval
USER: Public user
wr
6��ei,N�.prx a m
pgQu5L0ppmval Menu > PmduR or ApollGtlon Search > aeollcatlon List > Application Detail
FL #
FL165D3-R3
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
❑
Product Manufacturer
KAYCAN LTD
Address/Phone/Email
1 Memorial Drive
Richford, Vr 05476
(662) 252-9991 Ext 231
joe.lundine@kpproducts.com
Authorized Signature
Joe Lundine n
joe.lundine@kpproducts.com -P0. _
03
Technical Representative
Joe Lundine 0m
Address/Phone/Email
402 Boyer St 0
Williston, VT 05495 :::5
(662) 252-9991
jo e.l u ndi ne@ kp products. coin
Quality Assurance Representative Joe Lundine
Address/Phone/Email 402 Boyer St
Williston, VT 05495
(662) 252-9991
joe.l un di ne @ kppro ducts.com
Category Panel Walls
Subcategory Soffits
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
U Evaluation Report - Hardcopy, Received
Florida Engineer or Architect Name who developed the Robert J. Anleruso, P.E.
Evaluation Report
Florida Ucense
PE-49752
Quality Assurance Entity
Architectural Testing, Inc., an Intertek Company
(QualityAssurance Contract .Explretl0n Date
C1 27131 202D
Validated By
Steven M. lunch, PE
LA Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (ofStandard)
FL16503 R3 C01 CI 2511 RevO Vinyl -Soffit ss.pdf
Standard
Year
ASTM D1929
2012
ASTM D2843
2010
ASTM D3679
2011
ASTM D635
2010
ASTM D638
2003
ASTM E330
2002
ASTM E330
2014
httpsl/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUOixYpvH%2bzhsdip2DLe2QWMgGNIV5TSM3A%3d°/3d 1/3
4/2412020 Florida Building Code Online
ASTM G155-05a 2005
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Florida Licensed Professional Engineer or Architect
FLI6503 R3 Egon, EER 2511 Ravi) Vinyl-5offit ss.pdf
Method 1 Option D
12/08/2017
12/12/2017
12/20/2017
02/13/2018
FL #
Model, Number or Name
Description
16503.1
12u Triple 4 Full-O-Vent Eco (No.
12" Triple 4 Full-O-Vent Eco (No. 0639) with Single Spans
0639) - Single Spans
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16503 R3 II KAY0013 Rev A 639Eco VInylSoffit-
Approved for use outside HVHZ: Yes
Sincile Span ss.pS (
Impact Resistant: No
Verified By: RobertJ. Amoroso, PE FL PE No. 49752
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: See Installation Instructions for Design Pressures.
Evaluation Reports
FL16503 R3 AE PER 2511 RevO Vinyl-5offit ss.pdf
Created by Independent Third Party: Yes
16503.2
Triple 4 Full-O-Vent Eco (No. 0639) -
Triple 4 Full-O-Vent Eco (No. 0639) with Unlimited Spans
Unlimited Spans
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16503 R3 II KAY0012 Rev A 639Eco Vinyl offi -
Approved for use outside HVHZ: Yes
Unlimited Span ss.Iglf
Impact Resistant: No
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: See Installation Instructions for Design Pressures.
Evaluation Reports
FL16503 R3 AE PER 2511 RevO Vinvl-Soffit ss.gdL
Created by Independent Third Party: Yes
16503.3
Various Series Vinyl Soffit - Single
See Installation Instructions for Product Models Included.
Spans
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16503 R3 II KAY0011 RevA VinvlSoffit S6naleSpa0_5,4,of
Approved for use outside HVHZ: Yes
Verified By: Robert J. Amoroso, PE FL PE No. 49752
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Instructions for Design Pressures.
FL16503 R3 AE PER 2511 RevO Unyl-Soffit ss.gff
Created by Independent Third Party: Yes
16503.4
Various Series Vinyl Soffit - Single
See Installation Instructions for Product Models Included.
Spans
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16503 R3 II KAY0007 RevC ViinylSpfit ss.ndf
Approved for use outside HVHZ: Yes
Verified By: Robert J. Amoroso, P.E. FL License No. 49752
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Instructions for Design Pressures.
FL16503 R3 AE PER 2511 RevO lfinvi-Soffit ss.pQ
Created by Independent Third Party: Yes
16503.5
Various Series Vinyl Soffit - Unlimited
See Installation Instructions for Product Series included.
Spans
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16503 R3 II KAY0009 Rev A Vin ISoffi -
Approved for use outside HVHZ: Yes
UnlimitedSoan ss.odf
Impact Resistant: No
Verified By: Robert]. Amoroso, PE FL PE No. 49752
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: See Installation Instructions for Design Pressures.
Evaluation Reports
FL16503 R3 AE PER 2511 RAVO Vinyl -Soffit f
Created by Independent Third Party: Yes
https:IAy .floddabuilding.org/pr/pr app_dtl.aspx?pamm=wGEVXQwtDgvgqu2w%2bnFgUOixYpvH%2bzhsdlp2DLe2QVVMgGNlV5TsM3A%3d%3d 213
4/24/2020
Florida Building Code Online
back Nest
Contact US:; 2601 Blair Stone Roed, Tallaha« F�L 32399 Phone: 650487-I824
The State of Florida Is an AA/EEO employer. �oy-dght 2007-2013 State of Florida, :: Pnvary Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the ohm by phone or by traditional mall. If you have any questions, please contact 850.4a7.1395. *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 May have one. The appalls
provided may be used for official communication with Me licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
®®® &;1 M
Credit Card
Safe
https:IAvww.floOdabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUoixYpvH%2bzhsdip2DLe2QVvMgGNIV5TsM3A%3d%3d 3/3
Product Evaluation Report
Rule 61G2-3 F.A.C. I Report No. 2511 1 Project No. 417-0612 1 11/27/17 1 Page 1 of 4
Product Manufacturer
Kaycan Ltd.
1 Memorial Drive
Richford, VT 05476
Code: Current Edition of the Florida Building Code
Product Name. Model and/or Description
Vinyl Soffit - Various
Compliance Method: 61G20-3.005(l)(d) — Product Evaluation Report by a Licensed Professional Engineer
Product Name, Model and/or Designation: Products covered by this evaluation include the following.
• KAY0007—Single Spans
0 12" TRIPLE 4 SOLID SOFFIT
0 12" TRIPLE 4 VENTED SOFFIT
0 12" TRIPLE 4 CENTER -VENT SOFFIT
0 12" TRIPLE 4 CENTER-O-VENT SOFFIT
0 12" TRIPLE 4 FULL-O-VENT SOFFIT
0 10" DOUBLE 5 SOLID SOFFIT
0 10" DOUBLE 5 VENTED SOFFIT
0 8" BEADED SOLID SOFFIT
0 8" BEADED VENTED SOFFIT
• KAY0009—Unlimited Spans
0 12" TRIPLE 4 SOLID, NO. 0623 SOLID SOFFIT
0 12" TRIPLE 4 FULL-0-VENT, NO. 0622 VENTED SOFFIT
0 12" TRIPLE 4 FULL-0-VENT ECO, NO. 0639 VENTED SOFFIT
• KAY0011—Single Spans
0 12" TRIPLE 4 SOLID, NO. 0623 SOLID SOFFIT
0 12" TRIPLE 4 FULL-O-VENT, NO. 0622 VENTED SOFFIT
0 12" TRIPLE 4 FULL-O-VENT ECO, NO. 0639 VENTED SOFFIT
• KAY0012—Unlimited Spans
0 12" TRIPLE 4 FULL-O-VENT ECO, NO. 0639 VENTED SOFFIT
• KAY0013—Single Spans
0 12" TRIPLE 4 FULL-O-VENT ECO, NO. 0639 VENTED SOFFIT
Product Installation Instructions:
• PTC Product Design Group LLC, Drawing No. KAY0007, Rev. C, Dated 11/27/17, by Robert J. Amoruso,
P.E., Kaycan LTd. Vinyl Soffit - Solid and Vented, Installation Anchorage Details.
• PTC Product Design Group LLC, Drawing No. KAY0009, Rev. A, Dated 11/27/17, by Robert J. Amoruso,
P.E., Kaycan LTd. Vinyl Soffit— Various Solid and Vented with Unlimited Spans, Installation Anchorage
Details.
• PTC Product Design Group LLC, Drawing No. KAY0011, Rev. A, Dated 11/27/17, by Robert J. Amoruso,
P.E., Kaycan LTd. Vinyl Soffit —Solid and Vented with Single Spans, Installation Anchorage Details.
J��A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
i/Lr 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation Report
Rule 61G2-3 F.A.C. I Report No. 2511 1 Project No. 417-0612 1 11/27/17 1 Page 2 of 4
PTC Product Design Group LLC, Drawing No. KAY0012, Rev. A, Dated 11/27/17, by Robert J. Amoruso,
P.E., Kaycan LTd. Vinyl Soffit-12" Triple 4 Full-O-Vent Eco (No. 0639) with Unlimited Spans, Installation
Anchorage Details.
PTC Product Design Group L-C, Drawing No. KAY0013, Rev. A, Dated 11/27/17, by Robert J. Amoruso,
P.E., Kaycan LTd. Vinyl Soffit -12" Triple 4 Full-O-Vent Eco (No. 0639) with Single Spans, Installation
Anchorage Details.
Industry Standard - Vinyl Siding Institute's Vinyl Siding Installation Manual, December 2015.
Test Reports and Performance Testing Standards Used:
KAY0007
Fenestration Testing Laboratory, Inc. Testing Report No. 7367, dated 6/1/13 including associated
laboratory stamped drawings for Kaycan Vinyl Soffit testing to ASTM E330-02.
Architectural Testing Inc. Test Report No. AT[ 55983.01-106-18, dated 1/3/2006 for Kaycan Vinyl Soffit
and Siding, materials testing to:
i) ASTM D3679-01c, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Siding
ii) ASTM G355-00ael, Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of Non -
Metallic Materials
iii) ASTM D638-03, Standard Test Method for Tensile Properties of Plastics
iv) ASTM D2843-99, Standard Test Method for Density of Smoke from the Burning or Decomposition of
Plastics
v) ASTM D1929-96 (2000)e0 1, Standard Test Method for Determining Ignition Temperature of Plastics
vi) ASTM D635-98, Standard Test Method for Rate of Burning and/or Extent and Time of Burning of
Plastics in a Horizontal Position
KAY0009, KAY0011, KAY0012 & KAY0013
Molimo Architectural Product Testing, 1410 Eden Road, York, Pennsylvania 17402—Vinyl Soffit Product
Testing
i) Test Report No. 1169.01-106-11, SERIES / MODEL: 0623 Solid Vinyl Soffit, "J" Channel / Fascia
Installation, ASTM E330-14, dated 2/13/17
ii) Test Report No. 1169.02-106-11, SERIES / MODEL: 0623 Solid Vinyl Soffit, "J" Channel / "J" Channel
Installation, ASTM E330-14, dated 2/13/17 _
iii) Test Report No. 1170.01-106-11, SERIES / MODEL: 0622 Vented Vinyl Soffit, "J" Channel / Fascia
Installation, ASTM E330-14, dated 2/13/17
iv) Test Report No. 1170.02-106-11, SERIES / MODEL: 0622 Vented Vinyl Soffit, "1" Channel / "J"
Channel Installation, ASTM E330-14, dated 2/13/17
v) Test Report No. 1171.03-106-11, SERIES / MODEL: 0639 Vented Vinyl Soffit, "J" Channel / Fascia
Installation, ASTM E330-14, dated 2/13/17
vi) Test Report No. 1171.04-106-11, SERIES / MODEL: 0639 Vented Vinyl Soffit, "J" Channel / "J"
Channel Installation, ASTM E330-14, dated 2/13/17
vii) Test Report No. 1171.01-106-11-R1, SERIES / MODEL: 0639 Vented Vinyl Soffit, "J" Channel / Fascia
Installation, ASTM E330-14, dated 1/31/17
�A�A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
rHLr 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation
Rule 61G2-3 F.A.C. I Report No. 2511 1 Project No. 417-0612 1 11/27/17 1 Page 3 of 4
• Architectural Testing Inc. Test Report No. ATI 55983.01-106-18, dated 1/3/2006 for Kaycan Vinyl Soffit
and Siding, materials testing to:
i) ASTM D3679-01c, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Siding
ii) ASTM G155-00ae1, Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of Non -
Metallic Materials
iii) ASTM D638-03, Standard Test Method for Tensile Properties of Plastics
iv) ASTM D2843-99, Standard Test Method for Density of Smoke from the Burning or Decomposition of
Plastics
v) ASTM D1929-96 (2000)e0 1, Standard Test Method for Determining Ignition Temperature of Plastics
vi) ASTM D635-98, Standard Test Method for Rate of Burning and/or Extent and Time of Burning of
Plastics in a Horizontal Position
Engineering Evaluation:
• See Appendix A for Code Conformance Evaluation
• Anchorage engineering and test result interpretation are documented in the following:
o PTC Product Design Group LLC, Report No. 2240, Engineering analysis for Kaycan Vinyl and
Aluminum Soffit, dated 7/11/13, by Robert J. Amoruso, P.E.
o PTC Product Design Group LLC, Report No. 2492, Engineering analysis for Kaycan Vinyl and
Aluminum Soffit, dated 3/20/17, by RobertJ. Amoruso, P.E.
Limitations & Conditions of Use:
• This product has not been evaluated for use inside the High Velocity Hurricane Zone (HVHZ).
• Refer to Product Installation Instructions noted above for:
o Maximum allowable wind loads at related maximum allowablesize(s).
o Overall dimensions and material/grade of main product components, accessories, etc.
o Illustrated diagrams of the attachment of the product to substrate structure.
o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations.
• Site wind pressures shall be determined by a licensed professional engineer in accordance with the
current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on
allowable stress design.
• Site conditions not covered in this product evaluation document are subject to additional engineering
analysis by a licensed professional engineer or registered architect as required by the authority having
jurisdiction.
• Adequacy of the existing structural substrates as a main wind force resisting system capable of
withstanding and transferring applied product loads to the foundation is the responsibility of the
licensed professional engineer or registered architect acting as the design professional of record for
the project of installation.
��A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
rNL 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation
Rule 61G2-3 F.A.C. I Report No. 2511 1 Project No. 417-0612 1 11/27/17 1 Page 4 of 4
Certificate of Independence per Product Approval
Rule 61G20-3.009
FTC Product Design Group, LLC and Robert J.
Amoruso, P.E. does not have, nor will acquire, any
financial interest in the company manufacturing or
distributing product(s) covered by this Product
Evaluation Report.
PTC Product Design Group, LLC and Robert 1.
Amoruso, P.E. do not have, nor will acquire any
financial interest in any other entity involved in the
approval process or testing of the product(s) covered
by this Product Evaluation Report.
Appendix A — Code Conformance Evaluation
Evaluated by:
Robert J. Amoruso, P.E.
FL PE License No. 49752
• Vinyl soffit certified and labeled as conforming to the requirements of ASTM D3679.
• Vinyl soffit tested to 1.5 x Design Pressure.
• Vinyl soffit labeled in accordance with the Florida Building Code.
• Vinyl soffit plastics comply with Chapter 26 of the Florida Building Code as shown below.
U
n-I
0
r
O
�
rn
M
N
V
Test Standard
A
..
Ca
q
q o
A
0
0
UD
rFi1
d
�
C
Acceptance Criteria
Tensile
Self -
Smoke
Class
P/F
N/A
Density
Ignition
M or
Test
Variation
Temp
Test Report
Report
Product
< 10%
— 75
> 3430C
CC2
Date
ATI
4540 C
55983.01-
1/3/2006
Vinyl Soffit
Passed
Tested
8.1%
46.0
to
CC1
106-18
Passed
max
max
4970C
��A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
rOL 321-690-1788 1 FBPE Certification of Authorization No. 25935
KAYCAN LTD
VINYL SOFFIT - 12" TRIPLE 4 FULL-O-VENT ECO (NO. 0639)
WITH SINGLE SPANS
GENERALNOTES:
1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE
CURRENT EDITION OF FLORIDA BUILDING CODE -BUILDING AND RESIDENTIAL
VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE 1HVHZ)AT THE
DESIGN PRESSURES SHOWN ON SHEET 1. THESE PRODUCTS WERE TESTED
TO ASTM E330-14. STRUCTURAL TEST RESULTS BASED ON ASTM E3SD14
WERE DIVIDED BY 1.5 AS REQUIRED BY THE BUILDING CODE.
2. DESIGN PRESSURE (OP)RATINGS SHOWN ONTHIS SHEET ARE BASED ONI0-
EAVE WIDTHS IN SINGLE SPANS. SPAN WIDTHS AT IW. 12',14-AND 16' ARE
SHOWN ON SHEET 2.
3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON TESTING
PERFORMED AT MOLIMO ARCHITECTURAL PRODUCT TESTING, 11410 EDEN
ROAD, YORK, PA 1740.
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND
WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE
SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE
PROJECT.
S. OVERHANGS RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL
ADEQUACY. DAMAGE, CRACKS OR DEFECTS THAT MAY PRECLUDE THE
SOFFIT FROM PERFORMING ITS INTENDED FUNCTIONS. SUCH DEFECTS
SHALL BE ELIMINATED PRIOR TO SOFFIT INSTALLATION.
6. INSTALLATION OF SOFFIT AND ACCESSORIES SUCH AS CORNER POSTS,
STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL BE DONE IN
ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE
- BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTURERS
INSTRUCTIONS.
1. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING
REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR
REGISTERED ARCHITECT
B. SOFFITSHALL BE LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF
THE FLORIDA BUILDING CODE
9. SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF
THE FLORIDA BUILDING CODE ARE SHOWN IN THE APPROVED SOFFIT
SCHEDULE ON SHEET 1.
10. MATERIALS:
10.1. KAYCAN BUILDING PRODUCTS VINYL SOFFIT AND TRIM IS
MANUFACTURED FROM A FORMULATED PVC POWDER COMPOUND
MEETING THE SPECIFICATIONS OF ASTM 03679.
10.2. KAYCAN BUILDING PRODUCTS ALUMINUM TRIM IS MANUFACTURED FROM
ALUMINUM ALLOY WITH ASTM EB TESTED TENSILE STRENGTH OF 21 KSI
AND YIELD STRENGTH OF 9.86 KSI.
INSTALLATION ANCHORAGE DETAILS
DESIGN PRESSURE (PSF) RATING AT 10" SPAN (NOTE 2)
VINYL SOFFIT SERIES
INSTALLATION METHOD
DESIGN PRESSURE
NET FREE AREA
NET FREE AREA
(SEE NOTE 2)
(PSF) (SEE NOTE 1)
(SQ. INJLINEAL FT.)
(SQ. INJSO. FT.)
FASCIA / J-CHANNEL
FASCIA / F-CHANNEL
+66.7/-66.7
4.18
4.18
12' TRIPLE 4 FULL-0-VENT ECO
J-CHANNEL / J-CHANNEL
+66J/-66.]
4.18
4.18
NO. 0639 VENTED SOFFIT
F-CHANNEL / F-CHANNEL
NOTE 1: DESIGN PRESSURE RATINGS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON Vcsd BASIC WIND SPEEDS, THUS PROJECT
DESIGN PRESSURES AS DETERMINED FROM ASCE 7-10 BASED ON Vult BASIC WIND SPEEDS ARE PERMITTED TO BE MULTIPLIED BY D.6 PER THE
CURRENT EDITION OF THE FLORIDA BUILDING CODE FOR COMPARISON TO THE DESIGN PRESSURE RATINGS ABOVE.
NOTE 2: SEE SHEET 2 FOR DESIGN PRESSURES AT 10% 12', 14' AND 16'. SEE SHEETS 3 AND 4 FOR SINGLE SPAN INSTALLATIONS FOR
TRUSS/WOOD FRAMING CANTILEVER AND OVERHANG FAVE CONSTRUCTION. SEE SHEET 5 FOR CONNECTION DETAILS.
VINYL SOFFIT AND TRIM SCHEDULE
VINYLSOFFIT
J.CHANNEL
F-CHANNEL
FASCIA
SERIES
12- TRIPLE 4
1/2- J-CHANNEL
1/2- F-CHANNEL
4- FASCIA
FULL-O-VENT ECO
VINYL
VINYL
ALUMINUM
NO. 0639 VENTED
140. 1100
NO. 1178
NO. 9700
SOFFIT
TABLE OF CONTENT
SHEET
DESCRIPTION
1
GENERAL NOTES, PERFORMANCE RATINGS, SOFFIT SCHEDULE
2
INSTALLATION NOTES AND DP RATINGS AT VARIOUS SPANS
3
INSTALLATION DETAILS, CANTILEVER CONSTRUCTION
4
INSTALLATION DETAILS, OVERHANG CONSTRUCTION
5
INSIALLATION DETAILS A THROUGH F
6
SOFFIT PROFILE
7
CHANNEL AND FASCIA PROFILES / BOM
0
z
u
ROWN J.NNrvSq P.E
iYpkoPE No.49]5P
VINYL AND ALUMINUM SOFFIT INSTALLATION INSTRUCTIONS
DP RATINGS AT VARIOUS SPANS
1. EAVE WIDTHS (SPANS)
I.I. THE INSTALLATION CROSS SECTIONS SHOWN ON SHEETS 3 AND 4 DEPICT
SINGLE SPANS FOR EAVE CONSTRUCTION OF TRUSSMOOD FRAMING IN
EITHER CANTILEVER OR OVERHANG CONFIGURATIONS. HOWEVER, THIS DOES
NOT LIMIT SOFFIT INSTALLATION TO THESE CONFIGURATIONS ONLYAS LONG
AS MINIMUM FASTENER REQUIREMENTS AND SPAN LIMITS ARE MAINTAINED.
1.2. SEE TABLE ON THIS SHEET FOR SPANS OF IO', 12'. 14"AND 16'.
2. INSTALLATION FASTENERS
2.1. FASTENERS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE
SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. SEE FASTENER SCHEDULE
TABLE ON THIS SHEET.
2.2. MINIMUM EMBEDMENT EXCLUDE WALL FINISHES (INCLUDING BUT NOT
LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING). EDGE DISTANCES
SHALL BE SUCH TO PREVENTIVE CRACKING OF SUBSTRATE MATERIAL.
2.3. FASTENER LENGTHS SHOWN IN THE INSTALLATION DETAILS DO NOT TAKE
INTO ACCOUNT WALL FINISHES. WALL FINISH THICKNESS SHALL BE ADDED TO
THE REQUIRED FASTENER LENGTHS. SEE FASTENER SCHEDULE TABLE ON
THIS SHEET.
3. 2X2 NOMINAL BATTEN INSTALLATION TO SUPPORTING SUBSTRATE STRUCTURE IS
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
4. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF
CORROSION RESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRATE
MATERIALS.
5. SEE INSTALLATION MOUNTING DETAILS AND ILLUSTRATIVE INSTALLATIONS ON
SHEETS 3, 4 AND 5.
FASTENER SCHEDULE
FASIE DE9MI N
CUE NMI)
EDGE ORiPNCE
0.097' DIAMETER •
CONCRETE
1•
1/4'
1-1/2' T-NAIL
OR MASONRY
0.072" DIAMETER X
WOOD
1-3/4'
1/4'
1-3/4' TRIM NAIL
_
16 GA X 7/16- WIDTH
CROWN STAPLE 1' MIN.
WOOD
7/6'
1/4'
LENGTH
#6 • 3' PH WOOD SCREW
OR ®B x 3' FH TAPPING
WOOD
1-1/2'
5/8'
SCREW.
3/16- TRY TAPCON
CONCRETE
1.
1-1/8•
CONCRETE SCREW
OR MASONRY
NOTE 1: EMBEDMENT BASED ON NOMINAL LENGTH OF FASTENER
THROUGH SOFFR OR CHANNEL INTO SUPPORTING SUBSTRATE W/O WALL
FINISHES. WHERE WALL KNISHES ARE PRESENT, THE FASTENER LENGTH
WILL BE INCREASED AS REOUIRED TO MAINTAIN EMBEDMENT DEPTH IWO
SUPPORTING SUBSTRATE.
DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS
12" TRIPLE 4 FULL-O-VENT ECO / NO.0639 VENTED SOFFIT
Single Span Length
"L"
INSTALLATION DETAILS
A THRU F (SHEET 5)
Positive
Negative
10
ALL
66.7
-66.7
12
ALL
55.6
-55.6
14
ALL
47.6
-47.6
16
ALL
41.7
-41.7
RebeNJ.A;IZ,P£
Pw P£Nw497V
TRUSS/FRAMING CANTILEVER EAVE CONSTRUCTION
SPAN 'L'
SOFFIT--
SEE DETAIL "A" SEE DETAIL
EAVE CROSS-SECTION
SINGLE SPAN W/F-CHANNEL
F-CHANNEL @ WALL, FASCIA @ FASCIA END
SPAN "L"
l/y SOFFIT /
SEE DETAIL "A SEE DETAIL "C'J
EAVE CROSS-SECTION
SINGLE SPAN W/J-CHANNEL
J-CHANNEL @ WALL, FASCIA @ FASCIA END
EAVE WIDTH
(ROOF
OVERHANG)
EAVE WIDTH
(ROOF
OVERHANG)
CONCRETE, SOFFR--"'
CMU OR
WOOD SEE DETAIL "D" SEE DETAIL
(NOTE 1)
EAVE WIDTH
(ROOF
OVERHANG)
CMU OR
WOOD
(NOTE 1)
EAVE CROSS-SECTION
SINGLE SPAN W/J-CHANNELS
J-CHANNEL @ WALL AND FASCIA END
SEE SHEET 2 FOR INSTALLATION
NOTES, FASTENER SCHEDULE AND
DESIGN PRESSURE PERFORMANCE
RATING TABLES. SEE SHEET 5 OR
DETAILS A, B, C & D.
NOTE 1: MINIMUM SPRUCE —PINE —FIR FRAMING @ 24" O.C. OR CONCRETE/MASONRY.
BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET.
CMU OR
WOOD
(NOTE 1)
9
0
s
n'
�m
U
w
0
0$
$
a
of
�w
a
�
_
�
n
Roto,IJ.....P.E.
RoN RE No. 497U
i
ING OVERHANG EAVE CONSTRUCTION
SPAN 'L'
� a
SAVE WIDTH EAVE WIDTH 4
(ROOF (ROOF
LL
OVERHANG) OVERHANG)
O wz
d aF
l/y
\--CONCRETE,
CMU OR
WOOD
( )am, " I
__
T SOFFIT /
-CONCRETE,
CMU OR
WOOD
"
mo
^ o ^
a
SOFFIT ��
"B'
(NOTE 1)
SEE DETAIL "F" SEE DETAIL "E"
(NOTE 1)
��
$
SEE DETAIL "A"J SEE DETAIL
iE 8
EAVE CROSS-SECTION
EAVE CROSS-SECTION
w ° o0
SINGLE SPAN W/F-CHANNEL
SINGLE SPAN W/J-CHANNELS
>a F.
° 0 5
¢
F-CHANNEL @ WALL, FASCIA @ FASCIA END
J-CHANNEL @ WALL AND FASCIA END
z
.
V0
0K
,-� YO
@
SPAN 'L'
SPAN 'L'
w Lw0 ow
9
SAVE WIDTH
EAVE WIDTH
..
>O
�I
(ROOF
OVERHANG)
(ROOF
OVERHANG)
di
z-
$log
g@G'e{
-
k
CONCRETE,
-
CONCRETE,
CMU OR
CMU OR
SOFFH
WOOD
(NOTE 1)
�``T ///
SOFFIT /
WOOD
(NOTE 1)
SEE DETAIL "A" SEE DETAIL "E"
J
SEE DETAIL "F" SEE DETAIL
EAVE CROSS-SECTION
EAVE CROSS-SECTION
H J.A,m .P£
" aP`"°'""'
SINGLE SPAN W/J-CHANNEL
SINGLE SPAN W/F-CHANNEL
J-CHANNEL @ WALL, FASCIA @ FASCIA END
F-CHANNEL @ WALL, J-CHANNEL @ FASCIA END
SEE SHEET 2 FOR INSTALLATION NOTES, FASTENER SCHEDULE AND DESIGN PRESSURE
PERFORMANCE RATING TABLES. SEE SHEET 5 OR DETAILS A, B, E & F.
NOTE 1: MINIMUM SPRUCE —PINE —FIR FRAMING @ 24" O.C. OR CONCRETE/MASONRY.
BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET.
O
O
OSTAPLER NSTAMED O 24' O.C.
MA1( (TWO WOOD) ON F-CHANNEL
LEG OR T-NNL O 12' O.C. LOX
(IWO CONCRENE/W NRI)
MAX.
DETAIL A
FASCIA
1/8" MAX. ---I It
DETAIL B
F-CHANNEL
O STAPLES IO.c.NST
7 e z4'
m
FRAMING
TS0 S
7 2s
APLER NSTALLED e /
12' O.C. Mix (INTO
WOOD) IN F-CHANNEL
7 SNOT OR T-NAIL 0
12 O.C. VA% (INTO
S CDNCRETE/LOSONRY)
(DsDFFNr
OJ-CH NN
\�CONCREFE,
CMG OR 1/B" MAX
wooD
(NOTE 1)
DETAIL C
2X2 WOOD BATTEN@ J-CHANNEL
NSTA TION SCREW, 8
BATTEN ATTACHMENT FASTENER SPACED 24
_ 9
O.C.
/ INIV WOOD) IN
7 -CNWNEL SLOT
OR T-NVL O 12'
S O.C. VAX (INTO
CONCRETE/W NRI)
NN
1 B• MAX. STAPLES INSTALLED e
/ O 12' O.C. WVI (IWO
WOOD) IN J-CW NEL
SLDi OR T-NML e
12' O.C. WV( I'm
`CONCRETE.
CMV OR
WOOD
DETAIL D DETAIL E (NOTE 1)
J-CHANNEL J-CHANNEL
FASCIA
NOTE 1: MINIMUM SPRUCE —PINE —FIR FRAMING ® 24" O.C. OR CONCRETE/MASONRY.
BUILDING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET.
pM MOD) IN7 J-C O NEL SLOT
OR T-NAIL O 12'
S O.C. VAX (INTO
CONCREIE/VASONM
CONCRETE,
CMV OR
WOOD
(NOTE 1)
1/8" MAX.—.4.—
DETAIL F
J-CHANNEL
FASCIA
WOOD BATTEN ) Q
Ro,odl cwoc,P.E.
R oWa P.E. No.4M2
N
v
�
� W
a
7J
a
ITl
w
G
z
�
C
N
N
zo
of
�
N
cn
To
N
—1—
W N J
Ut
W
O�
O�
1TI I
Fr-1
\ l
o
a R
KAYCAN LTD PROJECT #417-0614
1 MEMORIAL DRIVE
m3
RICHF0RD, VT 05476
NO. 639 VINYL SOFFIT INSTALLATION -SINGLE SPANS
SOFFIT PROFILE
o
wA �062a17
_Aff�_'_ L N.T.S. A UPDATETOOURRENT 11WM7 RJ
W�HAYO%3 EDITIONOFTHEFBO
LL
�wmaa
xa..rzum. uv: A e
yam
6 OF 7 cwmrn
C $
0
rr
�LL
,18 515 ,18 0.793 w
R0.093 D,165 0' °� §
0: 0 8
a oED
2 ,62 0. 5 S.
0, 18 5° L `
.7 5 ,775 ¢
4
R,156 1,499�— D,042
0,02 0,04
R0,156 15 0ms i
7es n ,25—M 0,022 1 /2" J—CHANNEL/TRIM ,1oLL 16
1 �oo gd
�-1,2s VINYL (No. 1100) �4s< g Y
Q—p ZNB `ri
1 /2" F—CHANNEL/TRIM
�EU 00 fiq
VINYL (No. 1 178) 4" FASCIA SMOOTH _Viz'
ALUMINUM (No. 9700) _0 I
ea=>
Robe4J.Nnonao. P.E
BILL OF MATERIALS
REM
DESCRIPTION
MATERIAL
1
SOFFIT —SEE SCHEDULE ON SHEET 1 AND DRAWINGS
ON SHEET 6
NNYL
P
F—CHANNEL —SEE DRAWING ON SHEEP 6
(SEE NOTE I ON SHEEP 1)
3
J—CHANNEL —SEE DRAWING ON SHEEP 6
4
FASCIA —SEE DRAWING ON SHEEP 6
ALUMINUM
(SEE NOTE 100N SHEEP 1)
S
0.097' DIAMETER x 1-1/2' T—NAIL FOR CONCRETE AND
STEEL
i
4
SCANNED
BY
St. Lucie County
NOTES:
ALL MATERIALS AND CONSTRUCTIONS PROCEDURES SHALL BE IN ACCORDANCE WITH THE LATEST FDOT INDICES AND AS
FOLLOWS:
1. CONCRETE TO BE MINIMUM 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
2. TEST A MINIMUM OF ONE (1) COMPRESSIVE STRENGTH CYLINDER SAMPLE PER 50 CY OR ONE (1) PER LOT, WHICHEVER IS
GREATER. COMPRESSIVE STRENGTH SHALL BE REPORTED AT 28 DAYS.
3. ALL DELETERIOUS MATERIALS TO BE REMOVED 6 INCHES BELOW BOTTOM OF SIDEWALK AND 6 INCHES BEYOND ALL EDGES.
4. CONCRETE SHALL BE A MINIMUM OF 4 INCHES THICK FOR ALL SIDEWALK TO BE OWNED OR MAINTAINED BY THE COUNTY.
5. SIDEWALK THROUGH DRIVEWAYS SHALL BE 4" THICK MINIMUM.
6. SOD TO BE LAID WITHIN THREE (3) DAYS OF FINAL GRADING IN PUBLIC RIGHT OF WAY.
7. PRE -POUR INSPECTIONS ARE REQUIRED AND MUST BE ACCEPTED PRIOR TO POURING THE SIDEWALK.
8. FOR REPAIR, REMOVE EXISTING SIDEWALK TO THE FULL WIDTH FROM CONTROL JOINT TO CONTROL JOINT (I.E. ONE
*SECTION*)
9. 12" MINIMUM VISQUEEN AND CHEMICAL TERMITE TREATMENT AT ALL AREAS THAT ABUT ANY EXISTING CONCRETE
STRUCTURE.
10. PROPERTY ADDRESS: _ ARMINA PLACE
CAULFIELD & WHEELER, INC.
tieCIVIL ENGINEERING
LANDSCAPE ARCHITECTURE - SURVEYING
7900 GLADES ROAD -SUITE 100
BOCA RATON, FLORIDA 33434
PHONE (560-392-I991 / FAX (561)-750-1452
I AZI1D
1l1411110
TIE
F.B./ PG. N/A
SCALE N.T.S.
JOB NO.
;A
6'x6' WELDED
WIRE MESH
16'
4"
THICK
4" THICK I 4" THICK @ j
DRIVEWAY I
/20' MAX. APRON 0 ROAD
eCAULFIELD
& WHEELER, INC.
�CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE -SURVEYING
7900 GLADES ROAD -SUITE 100
BOCA RATON, FLORIDA 33434
PHONE (560-392-I99I / FAX (56I)-750-1452
WATERSTONE, PHASE 1
DRIVEWAY DETAIL - LOT 1, BLOCK 3
4" EXPANSION
JOINT
4" THICK
SIDEWALK
JOINTS
DATE 4
27 2020
DRAWN BY
EC
F.B. PG.
N/A
SCALE
N.T.S.
JOB NO.
8690
LOCATION MAP
NOT TO SCALE
LEGEND
A
- DELTA (CENTRAL ANGLE)
O/S
- BUILDING OFFSET
(L
- CENTER LINE
O.R.B.
- OFFICIAL RECORD BOOK
A/C
- AIR CONDITIONER
P.B.
- PLAT BOOK
A.K.A.
- ALSO KNOWN AS
P.C.
- POINT OF CURVATURE
ALUM.
- ALUMINUM
P.T.
- POINT OF TANGENCY
B.E.
- BUFFER EASEMENT
PGS.
- PAGE(S)
C.B.
- CATCH BASIN
P.R.M. ■
- PERMANENT REFERENCE MONUMENT
C.O. 0
- CLEANOUT
PROP.
- PROPOSED
CLF
- CHAIN LINK FENCE
R.
- RADIUS
CONIC.
- CONCRETE
R/W
- RIGHT-OF-WAY
COV.
- COVERED
RGE.
- RANGE
D.E.
- DRAINAGE EASEMENT
SEC.
- SECTION
ELEC.
- ELECTRIC
S.L.C.R.
- ST. LUCIE COUNTY RECORDS
ELEV.
- ELEVATION
SO. FT.
- SQUARE FEET
EQUIP.
- EQUIPMENT
TWP.
- TOWNSHIP
ESMT.
- EASEMENT
TYP.
- TYPICAL
EXIST.
- EXISTING
U.E.
- UTILITY EASEMENT
F.H.
- FIRE HYDRANT
W.E.
- WATER EASEMENT
F.P.L.
- FLORIDA POWER & LIGHT
W.M. E)
- WATER METER
FIN.
- FINISHED
9j
- DENOTES PROPOSED ELEVATION
F.R.
- FLOOR
o.00
- DENOTES EXISTING ELEVATION
FND.
- FOUND
.-•...,,
- DIRECTION OF FLOW
H.H.
- HAND HOLE
®
- DRAINAGE MANHOLE
I.R./CAP
- IRON ROD & CAP
®
- IRRIGATION CONTROL VALVE
INV.
- INVERT
-oxw.-
- OVERHEAD WIRES
IRR.
- IRRIGATION
®
- SANITARY MANHOLE
L
- ARC LENGTH
O
- SET 5/8- IR/CAP LB 3591
L.A.E.
- LIMITED ACCESS EASEMENT
-o-
- SIGN
L.P. b
- LIGHT POLE
GRAPHIC SCALE
20 0 10 20
( IN FEET )
PARCEL L-9
(LAKE)
W.MI (RADIAL)
N54'08'26"E(PLAT) z1.s 21.0
20.9 20'9 N54'35'23"E(CALC) 110.74'
25.00'
m N W.M. 25.21' PAD ❑ f w 21.33' W�
q I 55.33' Li:cl)
�D
a p (T 13.33'
m > II O 25.13' ? ELEV.N
V.B 8.6T
D 11 11 O COw PROP. 1 STORY n u[�
c w o W 8.00, RESIDENCE r. D
GARAGE RIGHT .�+� n --1
A FFl r> y c W II 'w I ,'w FIN. FUR. = 22.40' q, vv
n m r to O o�v
N n Ln I 58.67' t0
- 30.54' o 20.82' p"
20.7 l_ 25.00' C.O.
R=1I590.00' (PG> 20 N56'16'09"E(CALC) zl.1s10.00'
a a" aEc
'L=O.l88' N55'49'12"E(PLAT)
zl.(
LOT 2
to' u.E. BLOCK 3 s s�
NOTES:
1. THIS SURVEY MAP, OR ANY COPIES THEREOF, ARE NOT VALID WITHOUT THE
SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND
SURVEYOR.
2. THE LANDS, AS SHOWN HEREON, WERE NOT ABSTRACTED FOR RIGHT—OF—WAY,
EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENT OF RECORD.
3. THE ELEVATIONS, AS SHOWN HEREON, ARE RELATIVE TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988.
4. BEARINGS SHOWN HEREON REFER TO RECORD PLAT AND ASSUMES THE EAST LINE
OF LOT 1, BLOCK 3, AS N34'10'48"W.
5. THE DESCRIPTION, AS SHOWN HEREON, IS IN ACCORD WITH THE INSTRUMENT OF
RECORD.
6. ANY UNDERGROUND FOUNDATIONS WERE NOT LOCATED.
7. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY,
OR PARTIES, IS PROHIBITED, WITHOUT WRITTEN CONSENT OF SAID SIGNING PARTY,
OR PARTIES.
B. FLOOD ZONE: "X"; FIRM MAP NO. 12111C 0070J; COMMUNITY NO. 120285; DATED:
FEBRUARY 16, 2012.
9. BENCHMARK: NATIONAL GEODETIC SURVEY MONUMENT "EMERSON 1985", ELEVATION
= 6.081'.
10. PROPERTY ADDRESS: --_ ARMINA PLACE
SHEET 1 OF 1
u'
DESCRIPTION:
LOT 1, BLOCK 3, "WATERSTONE, PHASE 1", ACCORDING TO THE PLAT THEREOF,
AS RECORDED IN PLAT BOOK 52, PAGES 35 THROUGH 47, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA.
CONTAINING 5,299 SQUARE FEET OR 0.1216 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND
RIGHTS —OF —WAY OF RECORD.
I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON
DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE
AND BELIEF, AS SURVEYED UNDER MY DIRECTION, ON SEPTEMBER 19, 2019. 1
FURTHER CERTIFY THAT THIS BOUNDARY SURVEE 0KL% 'tj.7'rzSpNDARDS OF
PRACTICE SET FORTH IN CHAPTER 5J-17, ADQ ® iFIE f IF?A BOARD
OF PROFESSIONAL SURVEYORS AND MAPPER S
STATUTES 472.027. * q�'•
No 5005
z tr STATE OF O
NOTES:
1) IMPROVEMENTS SHOWN ARE PPOP05ED UNLE55 OTHERWI5E NOTED.
CAULFIELD & WHEELER, INC.
CIVIL ENGINEERING - LAND SURVEYING
4t1w
7900 GLADES ROAD - SUITE 100
BOCA RATON, FLORIDA 33434
PHONE (561)-392-1991 / FAX (560-750-1452
REG. I
STATE
REVISED DRIVEWAY
04/21/2020
RAL
ADDED NOTE 2
04/21/2020
RAL
PERMIT SKETCH
9/19/19
RFC
REVISIONS
DATE
BY
FILE NAME 8690—XLOT i.dw
DATE 9 /19 /19
F.B./ PG. N/AI
SCALE 1" = 20'
JOB NO.