HomeMy WebLinkAboutProduct Approval -Mullion BUILDING DROPS REI&B IR 398E Dania Beach
Suite 3 8
A Perfect Solution in Every Drop COD
E COMPLIANCE Dania Beach, FL 84 8004
PH
Certificate of Authorization:29578
T. LU IE COUNTY 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Ply Gem Windows
Pro Series Classic Vertical Mullion
(Impact)
for
Florida Product Approval
FL# FL15262 ,4
Report No. 5107
Current Florida Building Code
Method: 2 — B (Engineering Evaluation)
Category: Windows
Sub — Category: Mullions
Product: Pro Series Classic Vertical Mullion
(Impact)
Material: 1010 Cold Rolled Steel
Prepared for:
Ply Gem Windows
433 N. Main St. P.O. Box 559
Rocky Mount, VA 26415
Prepared by: ; ���.�\• : -p
O ,
Hermes Norero, P.E. 7
Florida Professional Engineer#73778 = * ••
Date: 09/14/2017 = T T •• u =
441
Contents: -ice �S•• �jN�`�`�
Evaluation Report Pages 1—4 ��i, �NAL 10*-IN
Digitally signed by Hermes F.Norero,P.E. Herfnes�1��0, P.E.
Reason:I am approving this document Florida No. 73778
Date:2017.09.28 09:56:11 -04'00'
FL#
BUILDING DROPS Date F 9/14/1
Date: 09/14/17
AL A Perfect Solution in Every Drop Report No: 5107
Certificate of Authorization:29578
Manufacturer: Ply Gem Windows
Product Category: Windows
Product Sub-Category: Mullions
Compliance Method: State Product Approval Method (2)(b)
Product Name: Pro Series Classic Vertical Mullion
(Impact)
Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for Ply Gem Windows
based on Method 2b of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation - Florida Building Commission.
Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing
or distributing the product or in any other entity involved in the approval process of the product
named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions PGW093,signed and sealed by Hermes Norero, P.E. (FL#73778) for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering in Wind Zones 3 or less.
4. Site conditions that deviate from the details of PGW093 require further engineering analysis
by a licensed engineer or registered architect.
5. See Installation Instructions PGW093 for size and design pressure limitations.
Hermes Norero, P.E.
Florida No. 73778
Page 2 of 4
FL#
5262
BUILDING DROPS Date FL /14/1
Date: 09/14/17
{" A Perfect Solution in Every Drop Report No: 5107
Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida
Building Code for manufacturing under a quality assurance program audited by an approved
quality assurance entity through National Accreditation and Management Institute (FBC
Organization#: QUA1789).
Code Section: The product described herein has been evaluated per:
• Current FBC Section 1709.8
Referenced Data:
1. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#: QUA1789)
Hermes Norero, P.E.
Florida No. 73778
Page 3 of 4
l
FL#
15262
BUILDING DROPS Date F 9/14/1
Date: 09/14/17
A Perfect Solution in Every Drop Report No: 5107
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas follows:
Mull Clip Installations
A. For two by(2X)wood frame substrate, use three (3)#8 Wood Screw type wood frame
anchors at each clip of sufficient length to achieve minimum embedment of 1.50" into
wood framing.
B. For concrete or masonry substrate where wood bucking is not employed,or where wood
bucking is employed, use three (3)3/16" ITW Tapcon type concrete screw anchors at
each clip, of sufficient length to achieve minimum embedment of 1.25" into concrete or
masonry.
C. For steel stud, use three (3)#8 SAE Grade 5 Self-Tapping Screw installation anchors at
each clip of sufficient length to achieve 3 threads of minimum penetration beyond steel
structure.
Refer to Installation Instructions(PGW093)for anchor locations, installation methods, and more details of
the installation requirements.
Design Pressure:
Refer to Installation Instructions PGW093,sheet 2 for design pressure tables and limitations of use.
Hermes Norero, P.E.
Florida No. 73778
Page 4 of 4
PLY GEM WINDOWS '433 N.MAIN ST.,PO BOX 559.
ROCKY MOUNT.VA 24151
PRO SERIES CLASSIC VERTICAL MULLION GH 540-484-6348 FX W-464-6683
IMPACT J m m
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GENERAL NOTES: •°'n .0 m
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1. THE PRODUCT SHOWN HEREIN I5 DESIGNED AND MANUFACTURED TO COMPLY U-
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WITH THE CURRENT FLORIDA BUILDING CODE. �',' �'Z �p<u
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2. MULLION INSTALLATION DETAILS APPLY TO DUAL 253273 HP MULL STEEL <CK coZ<m
REINFORCEMENTS WITH EXTRUDED VINYL MULL STRIP WHEN USED TO MULL a N Z p 'd
WINDOWS SIDE BY SIDE. o_ N W H<Z °•,`
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3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN w i CO W L3 3:
WIND BORNE DEBRIS REGIONS ZONE 3 OR LESS.INDIVIDUAL UNITS MUST BE H � 1 m a
IMPACT RATED. F-
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4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN F 0 N
WIND BORNE DEBRIS REGION ZONE 4. of
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5. USE 3/16"ITW TAPCON ANCHOR OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM TABLE OF CONTENTS
EMBEDMENT OF 1 1/4"INTO MASONRY OR CONCRETE. 3/16"ITW TAPCON MUST m "I
HAVE A 2 1/2"MINIMUM EDGE DISTANCE FROM EDGE OF MASONRY OR CONCRETE. SHEET SHEET DESCRIPTION ,^
(SEE CHARTS d NOTES ON SHEET 2 FOR DESIGN PRE55URE AND ANCHOR NOTES). 1 INSTALLATION d GENERAL NOTES v I
6. USE#8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM 2 ELEVATION,CHART,d NOTES O EMBEDMENT OF 1 1/2"INTO WOOD FRAMING.(SEE CHARTS d NOTES ON SHEET 2 3 VERTICAL d HORIZONTAL SECTIONS H FOR DESIGN PRESSURE AND ANCHOR NOTES). ,^ O < w
7. USE#8 TEK SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM 4 DETAILS H j N
PENETRATION BEYOND STEEL STRUCTURE.(SEE CHARTS d NOTES ON SHEET 2 FOR DESIGN PRESSURE AND ANCHOR NOTES). w N Z m
B. MASONRY,1X2 4 2X4 WOOD BUCKS TO BE DESIGNED AND ANCHORED TO PLu
ROPERLY a 2
TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE t" a
ARCHITECT OR ENGINEER OF RECORD.
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9. THIS MULLION I5 ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE LL 95
PLY GEM PRODUCTS. b
30. ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER
1 In, %
SEPARATE APPROVAL. ��� O JK
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS � �••'•••••••'�`" �
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE .• � b ,
FOLLOWING PROPERTIES:
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. UL H
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. (n F.Q
C.MA50NRY-STRENGTH CONFORMANCE TO A5TM C-90.
D.STEEL-MINIMUM YIELD STRENGTH OF 33 K5I. MINIMUM 18 GA.WALL �d,•'•.
THICKNESS. �iAiAti 11* PRo,
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Digitally signed by Hermes F.Norero,P.E. P WO 9
Reason:I am approving this dowment SHEET: OF /1
Date:2017,09.28 12:37:30-04'00' '7
Imam=
433 N.MAIN ST.,PO BOX 559,
OE516N PRESSURE CHART ROCKY MOUNT,VA 21151
PH:540-484-6348 FX:540-484-6683
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WINDOW WIDTH WINDOW WIDTH a v# Y
Maximum design pressure capacity chart(pso �< z
MULL CLIP W/ W� _ ~>m S
ANCHORS, Pro Classic Vertical Mullion(Twin)(hook and anchor plate) >� �;3- a
TYP 3 Design pressures are limited either by mullion or anchor screvs or anchor clip capacity No o z o=LL
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Height Unit Width(in) ' m Z m
WINDOW (in) 1&0 24.0 30.0 36.0 w o o <
HEIGHT VERTICAL 17.0 50.0 50.0 50.0 50.0 d zz j Q<
��N 24.0 50.0 50.0 50.0 50.0 i m w a v
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30.0 50.0 50.0 50.0 50.0 a
B 36.0 50.0 50.0 50.0 50.0 A
3 410 50.0 50.0 50.0 50.0 < N N
4&0 50.0 50.0 50.0 50.0 a o $
54.0 50.0 50.0 50.0 50.0 f
60.0 50.0 50.0 50.0 48.4 00 '
66.0 50.0 50.0 45.4 39.1 �
72.0 50.0 46.1 '47.7 32.3 Z
VERTICAL MULLION FOR TWIN WINDOWS 0 Z
SEE CHARTS ON SHEET 2 FOR DESIGN �u ^+
PRESSURES AND ANCHOR SCHEDULE
F H
NOTES FOR TWIN WINDOW AND DUAL 253273 HP MULL STEEL `H h
REINFORCEMENTS WITH ANCHOR PLATE
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1)THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS Uj U) 0 r
LISTED ABOVE WHEN USED WITH THE CLIP LISTED ABOVE. w O
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2)FOR VERTICAL MULL CLIPS IN WOOD FRAMING INSTALLATION USE
(3)THREE#8 WOOD SCREWS AT EACH ANCHOR CLIP.MUST BE
OF SUFFICIENT LENGTH TO ACHIEVE A 11/2'MINIMUM EMBEDMENT V p
INTO FRAMING.SEE SHEET 3 FOR DETAILS. LL j
3)FOR VERTICAL MULL CLIPS IN MASONRY INSTALLATION USE(3)THREE Q m
3/16"ITW TAPCONS AT EACH ANCHOR CLIP WITH SUFFICIENT LENGTH 111 I
TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE.SEE
SHEET 3 FOR DETAILS. �� 0
4)FOR VERTICAL MULL CLIPS IN STEEL INSTALLATION USE(3)THREE#8 TEK Sj�.•'�•••••••••
5LRE WS,GRADE 5 AT EACH ANCHOR CLIP WITH SUFFICIENT LENGTH TO Q �!'• 6-
ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND STEEL STRUCTURE.
5)CHART APPLIES ONLY TO DUAL 253273 HP STEEL REINFORCEMENT MULLIONS LL F
AS SPECIFIED ABOVE WHEN USED TO MULL WINDOWS SIDE BY SIDE. ) �N
6)READ WINDOW WIDTH AND MULL SPAN IN INCHES.DESIGN PRESSURE 4
VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. �i (S�,••
7)DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE rrti 11 PRO%
WINDOWS ARE LISTED IN A SINGLE OPENING.
8)REFER TO REPORT#5107 FOR MORE MULLION SPECIFICATIONS. ... Co Z DO Z J
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SHEET: 2 OF 4
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ANCHOR TYPE AND
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133 N.MAIN ST..PO BOX 559,
OTHERS EMBEDMENT MASONRY BY 1 MIN. ROCKY MOUNT,VA 24151
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SHEET: 4 OF 4