HomeMy WebLinkAboutPRODUCT EVALUATION REPORTkBUILDING DROPS
A Perfect Solution tEvery Drop SCANNED
Certificate of Authorization: 29578 7V�V
St. Luce County
Product Evaluation Report
Of
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Silver Line Building Products
Series 70 Model 2127 — Extruded Vinyl Single Hung Window
(Non -Impact)
for
Florida Product Approval
FL# FL19715
Report No. 4805
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub — Category: Single Hung
Pro c�R Series 70 Single Hung Window
Prod of.D� ®v=` Installation Instructions, SWD010
c 0%ii�r,rreeptp� ed for:
SilvOWTuilding Products
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E. A�
Florida Professional Engineer# 73778
Date: 12/15/2017�`��
Contents:
Evaluation Report Pages 1-4
Digitally signed by Hennes F. Norero, P.E.
Reason: I am approving this document
Date: 2017.12.18 18:32:10-05'00'
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Hermesrd!MWMo P.E.
Florida No. 73778
BUILDING DROPS FL#: FL19715
A Perfect Solution in Every Drop Date: 12/15/2017
Certificate of Authorization: 29578 Report No: 4805
Manufacturer: Silver Line Building Products
Product Category: Windows
Product Sub -Category: Single Hung
Compliance Method: State Product Approval Method (1)(d)
Product Name: Series 70 Single Hung Window
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Building Products based on Method Id of the State of Florida Product Approval, Florida Department
of Business and Professional Regulation - Florida Building Commission.
Limits of Use:
Hermes F. 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 SWDO10, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the Current Florida Building Code,
including 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 require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SWDO10 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD010 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS FL#: FL19715
® A Perfect Solution in Every Drop Date: 1
5/2017
Certificate of Authorization: 29578 Report Noo:: 4805
Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance
with the Florida Building Code and State Rules for manufacturing under a quality
assurance program audited by an approved quality assurance entity through
Window and Door Manufacturers Association (FBC Organization #: QUA2515).
Performance Standards: The product described herein has been tested per:
Referenced Data:
• TAS 202-94
• ASTM E330-02
• AAMA/WDMA/CSA 101/I.S.2/A440-08/11
1. Product Testing performed by Testing Evaluation Laboratories, Inc.
(FBC Organization # TST4317)
Report: Dated:
TEL01410311 12/15/2010
2. Quality Assurance
Window and Door Manufacturers Association
17 (FBC Organization #: QUA2515)
3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
1(BUILDING DROPS
k
A Perfect Solution in Every Drop
Certificate of Authorization: 29578
Installation: 1. Approved anchor types and substrates areas follows:
Nailing Fin Installation:
FL#: FL19715
Date: 12/15/2017
Report No: 4805
A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11
Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient
length to achieve minimum embedment of 1.50" into wood framing.
B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel
stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel
structure.
Through Frame Installation:
A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50" into
the wood substrate.
B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH
Tapcon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25" into concrete or masonry.
C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where
wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete
screw anchors of sufficient length to achieve minimum embedment of 1.25" into
concrete or masonry.
D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type
steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond
steel structure.
Refer to Installation Instructions (SWD010) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (SWD010) for anchor spacing and more details of the installation
requirements.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
SILVER LINE BUILDING PRODUCTS
V1 SERIES170 SERIES SINGLE HUNG WINDOW (2127)
(NON -IMPACT)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE GTH EDITION
FLORIDA BUILDING CODE OBCI. INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS202-BA
• ASTM E330-02
• AAMA/WDMA/CSA 101/I.S.2/AAAD08/11
2. ADEQUACY OF WE MISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WFINSFANDING AND TRANSFERRING APPUED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OFTHE
ENGINEER OR ARCHQECT OF RECORD FOR WE PROJECT OF
INSTALLATION.
3. IK AND U BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET FOR
FURTHER DETAILS OF BUCK INSTALLATION.
A. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFICSITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A UCENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NO"VHZ AREAS. IN HVHZAREAS, ONETIME PRODUCT
APPROVALTO BE 03TMNED FROM MIAMI-DADE RER OR
AW.
S. APPROVED IMPACT PROTECTIVE SYSTEM 5 REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERMU PVC
7. IN ACCORDANCE WITH WE GTH EDITION FBC, WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CRAFTER n.
8. GLASS MEETS WE REQUIREMENTS OF ASTM E 130E
GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS.
MAKOVERALLSIZE
CONFIG.
DESIGN
PRESSURE
MISSILE
IMPACTRATING
WIDTH
HEIGHT
52'
52.50-
O/X
W2.8/-65 PIP
NONIMPACT
52'
1.
CIA
•SS/-MPSF
NON IMPACT
TABLEOFCONTENTS
SHEET
REVISION
SHEETOESCRIPTION
1
-
GENERAL NOTES St GLAZING DETAIL
2
-
ELEVATION &ANCHOR LAYOUTS
3
-
VERTICALSECTIONS
A
-
HORIZONTALSECIONS
5
HORIZONTAL& VERTICAL SECTIONS, INSTALLATION NOTES&
REINFORCEMENTDETAILS
51W CIA
I.G. GLASS
EXTERIOR /
\�
1
INTERIOR
STEELSPACER 1\
/
MIN. GLASS
1/8' OR 3/32'
BITE 7116'
SETTING BLOCK
GLAZING DETAIL
NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY
WITH
SAFETY GLAZING REQUIREMENTS OUTUNED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
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SHEET:
I
MAX OA
HEIGHI
ELEVATION
SINGLENUNG WINDOW
3" MAX. ,1 I..� 6" MAX. 6.25" MI
FROM I O.C. FROM
CORNERS CORNEF
L NOTE:
NALL OTE:FASTENERS ABOVE
THE MEETING RAIL IN
THE INTERIOR IAMB
6" MAX. TRACK MUST BE FLATHEADS.
O.C.
12.SI
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CORNERS CORNERS
ANCHORLAYOUT
ANCHORLAYOUT
THROUGH FRAME -SINGLE HUNG WINDOW
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DATE: 12.11.17
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DATE: 17 11 17
STALE: N I
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SECTION FOR
BLOCK &
BAU
SEEGIAZING
DETAIL SHEETS
INTERIOR
I HORIZONTAL SECTION
DPPERSASH
INTERIOR SEE GLAZM
DETAILSHEET
EXTERIOR
D.LO.
MM. FRAME WIDTH
n HORIZONTAL SECTION
4 LOWER SASH
SECTION FOR
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FL19715
DATE: 12.11.17
DWG. BY: CHK. BY:
LMS HFN
SCALE: NTS
DWG.#: SWD010
SHEET: /anL
4
MIN. SUBSTRATE
1/4°MAX
EDGE DISTANCE BYOTHERS
SHIM SPACE
INTERIOR
MIN.
EMBEDMENT
PERIMErERSEALANT
—( 1/4"MAXXI
BY OTHERS SHIM SPACE
PERIMETERSE
EXTERIOR LH INTERIOR
T VERTICAL SECTION
6 THROUGH FRAME(HEAD)
SCREW IN THE INTERIOR
'CHANNEL
MIN.
EOGEDISTANCE
_ SCREW IN THE EXTERIOR
CHANNEL
i
20
EXTERIOR I MIN.
EMBEDMENT
T HORIZONTAL SECTION
6 THROUGH FRAME(JAMB)
ISTMT
1/4" MAX.
3THERS
I SHIM SPACE
2
o
VINTERIOR
EXTERIOR INTERIOR
f
1
i
E
MIN. EDGE
DISTANCE
T HORIZONTAL SECTION VERTICAL SECTION
6 NA L FIN (JAMB) 6 MEET NG STILE
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
1. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS ME MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION OF THE MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF fl/2INCH ME DEPICTED LOCATION &SPACING IN ME
MCIIOR LAYOUT DUMB (LE., WIMOUT CONSIDERATION OF TOLERANCES). TOLERANCES ME NOT CUMULATNE FROM ONE
INSTALLATION ANCHOR TO WE NEXT.
4. SHIMMREQUIREDATEACHINAAL MONMNORWRHLOADBMNGSHIM(S). MNBMUMALLOWMIE SHIM STACXTO BE
3/8INCH. SHIMWHERESPACEOF1/161NCHORGREATEROCCURS.SHIM(S)SHAUL BE CONSTRUCTED OF HIGH DENSITY PU C
ORBETTEAL
S. MINIMUM EMSEDMENTAND EDGE DISTANCEEXCLUDEWALLFINISHES, INCLUDING BUT NOT UNITED TO STUCCO, FOAM, BRICK
VENEER,MDSIDING.
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE
T. FOR HOLLOW BLOCK AND GROUT FILLED BLOM, DO NOT INSTALL INSTAUATION ANCHORS INTO MORTAR JOINTS. EDGE
DISTANCE D MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
B. 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 BYTHE
ANCHOR MANUFACTURER.
9. FOR INSTALLATION ANCHORS MOVE THE MEETING MIL IN THE INTERIOR IAMB TRACK, USE FIAT HEAD ANCHORS.
MIN. EMBEDMENT
BYOTHERS
EXTERIOR E3 INTERIOR
6 HORIZONTAL SECTION
NAIL FIN (HEAD)
REINFORCEMENT DETAILS
D: --I D BT" I [— 0.34"
L� Ll0.13"
0.06" O.BT°
0.45"
OLOCK RAIL ALUMINUMPO ALUMN MILOCK NG RAILO BOTAALUMINUM RAIL &SASH
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DATE: 12.11.17
DWG.BY: CHK.BY:
LMS HFN
SCALE: NTS
DWG. 4: SWD010
SHEET:
5
BUILDING DROPS 398East Dania Beach
teBlvd.338
Suite 38
® A Perfect. Solution in Every Dropl SCANNED 954.399.8478 PH Dania Beach, FL 33004
Certificate of Authorization: 29578 BY 954.744.4738 FX
St Luriprnnnhi contact@buildingdrops.com
Product Evaluation Report
Of
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
Series 2723 (Part #230295)/2724/2728 (Part #230296)
Structural Beam Mullion (HVHZ) (Impact)
for
Florida Product Approval`
FL# FL6061
REVIEWED FOR
Report No. 5511 CODE COMPLIANCE
Current Florida Building Co8T. LUCCIE C((++OUNTY
Method: 1— D (Engineering-Evva2afion)
Category: Exterior Doors
Sub — Category: Mullions
Product: Series 2723/272'/2NR Stir am
Mullion FILM �p�Jr if
Material: 606346 Aluminum
"Prepared For:
Silver Line Windows and Doors
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
2 r� N 7 7 O
Florida Professional Engineer#73778
Date: 02/22/2019
p" . . S A OF
Contents: r�i �SS O`�
Evaluation Report Pages 1— 3 �'i� L S� ,'�'
Digitally. signed by Hermes F. Norero, P.E. Hermes tl Nai 2 P.E.
Reason: I am approving this document Florida No. 73778
\\\\ Date: 2019.02.22 17:44:06-06'00'
123
BUILDING DROPS
1kA Perfect Solution in Every Dropl
Certificate of Authorization: 29578
Manufacturer: SILVER LINE WINDOWS AND DOORS
Product Category: Windows
Product Sub -Category: Mullions
Compliance Method: State Product Approval Method (1)(d)
FL#: FL6067
Date:- 02/22/2019
Report No: 5511
Product Name: Series 2723/2724/2728 Structural Beam Mullion (HVHZ) (Impact)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Windows and Doors based on Method 1d of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation - Florida Building Commission.
Hermes F. 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.
Limits of Use:
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions SWD015, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including 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.
5. Site conditions that deviate from the details of drawing SWD015 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions SWD015 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3'
BUILDING DROPS FL#: FL6067
A Perfect Solution in Every Dropl Date: 02/22/2019
Certificate of Authorization: 29578 Report No: 5511
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Quality Assurance Entity through
Window and Door Manufacturers Association (FBC Organization #QUA2515).
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330
Referenced Data:
Installation:
1. Product Testing performed by Testing Evaluation Lab, Inc.
(FBC Organization # TST4317) -
Report #: TEL 05-1007-2 Report Date: 10/05/2005
Test report reviewed by Wendell W. HanGy, P.E., FL P.E. #54158.on 10/5/05
2. Quality Assurance Entity
Window and Door Manufacturers Association
(FBC Organization #QUA2515)
Refer to Installation Instructions (SWD015) for anchor spacing and more details of the installation
requirements.
Design'Pressure:
Refer to Installation. Instructions (SWD01S) for design pressures based on size, configuration, and
glass types.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACWRED TO COMPLY WITH WE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
TAS 203A4
TAS202.94
TAS 201A4
ASTM E33O
2. ADEQUACY OF THE MISTING STRUCTURAL CONCRETE/MASONRY AND DT FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FORMS PROIECTOF
INSTALLATION.
3. 1XAND ZX BUCKS (WHEN USED) SHALL BE DESIGNEDANDANCHOREDTO PROPERLYTRANSFERALL LOADSTO
THESTRUCURE. BUa DESIGNANDINSTALLATIONISTHERESPONSIBILITYOFTLEENGINEERORARCHNECOF
RECORD FOR WE PROJECT OF INSTA11ATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ME GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
ASPECIFICSITE IF SITE CONDITIONS CAUSE INSTALLATONTO DEVIATE FROM THE REQUIREMENTS DETAILED
HEREIN, A LICENSED ENGINEER ORARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM
MIAMI-DADE REP.
S. MULLION & CLIP MATERIAL: ALUMINUM 5063-T6
6. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRADON PRODUCT. UNDER SEPARATE APPROVAL
T. SEE SHEER 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,
MU W ON CONFIGURATIONS, AND DESIGN LOAD CAPACITIES.
8. IN ACCORDANCE WITH THE CURRENT FBC CH2O DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME
INTO CONTACTWRHAW MINUM UNIT FRAMING SHALL BE PROTECTED.
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
GENERALNOTESANDTYPICALEUEAAVONS
2
MULLIONS CROSS SECTIONS
3
ANCHORCUPCONFIGURATIONS
4
VERTICAL SECTIONS IS ANCHOR SCHEDULES
5
ANCHOR LOAD TABLES FOR 27B(PART R2 MS)ONE-WAY MULLION
6
ANCHOR LOAD TABLES FOR 2723(PAU 0230295) TWO-WAY MULLION
T
ANCHOR LOAD MILES FOR 2724 ONE-WAY MUWON
8
ANCHOR LOADTABLES FOR 27247W0.WAYMUWON
9
ANCHORLOADTASLESFOR3728(PART9230296)ONE-WAYMUWON
30
ANCHORLOADTABLESFOR2728 (PARTR23O296)TWO-WAYMUWON
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
SERIES 2723 (PART #230295), 2724, 2728 (PART #230296)
STRUCTURAL BEAM MULLION (HVHZ�)'E I('IMPAjCT)
W1 II �;-I
r L I
W2
W1
L
n
I wl I I—t
TYPICAL ELEVATIONS
L DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING.
2. CHOOSE A MULLION THAT PROPERLY FTIS WE FENESTRATION PRODUCT.
3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TWO-WAY MULLIONS:
• ASSEMBLIES CONSISTING OF STACKED OR SIDE -BY -SIDE UNITS REQUIRE USE OF ONE-WAY MULLIONS.
• ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHERWNH MULTIPLE MULLIONS REQUIRE
USE OF T WO -WAY MULLIONS.
4. VERIFYTHAT MULUON DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING
USING CHARTS ON SHEETS 6-10.
S. QUAUFIEDCUPTY U"PFARONSHEETS3&4.MULTIPIEANCNORTYPE/SURSTRATE/CUPCOM8INATIONS
WGHIN AN OPENING AREALIOWED.
6. WELFSSERDFSIGNPRMUREORMUWONORMNE RONPRODUCTWILLGOVERNOVERALL EMBLY
DESIGN PRESSURE RATING.
Silver Line
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FL R:
FL6067
DATE: 02/11/19
owGHR EH IC
SCALE: NTS
DwG.a: SWD015
SHEET
OF 10
SERIES 2723 (PART #23029S)
TUBE MULLION
0.10'
O
o0
N
O
O
2.00"
SERIES 2724 SERIES 2728 (PART #230296)
TUBE MULLION TUBE MULLION
NOTE:
1. MULLION PROFILES SHOWN ABOVE ARE
OF ALUMINUM, 6063-T6 MATERIAL
2. SEE SHEET 3 FOR SPECIFIC CLIP TYPES
AND DIMENSIONS.
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FL6067
DATE 02/11/19
DWG. R EH HFN
SMLE: NTS
DWG.a: SWD015
SHEET
2
OF 10
N
O
BELOW
1
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
(6) ANCHORS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
DETAIL 1
COUNTERSINK HOLE
7.68"
SEE
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
(4) ANCHORS FOR CONCRETE & CMU ANCHORING
E-
N
O
DETAIL 2
THROUGH HOLE
NOTE:
1. EITHER OF THE DETAILS SHOWN ABOVE CAN BE USED AS THE TYPE OF HOLE
THROUGH THE MULLION ANCHOR BRACKET, AS LONG AS MIN. EDGE
DISTANCE AND MIN, EMBEDMENT REQUIREMENTS ARE MET.
Silver Lir
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FL#.
FL6067
DATE: 02/11/19
owcHR CHHFN
SCALE. NTS
Dwc.#. SWD015
SHEET
3
OF 10
I ANCHOR, 08-3/4° SELF
DRILLING SCREW FROM
EACH SIDE OF THE
MULLION INTO THE
BRACKET, STAGGERED AS
NECESSARY TO AVOID
INTERFERENCE
SUBSTRATE BY OTHERS -
MIN. 1-3/8'
MAX. 2-1/4'
EDGE DISTANCE
INTERIOR
MULLIONANCHOR
BRACKET 50-2722
(PARTW230297)
MAX. 11/8"
MIN. 1/2' r 1/4°MAX.
MIN.
EDGE DISTANCE
ZuANCHOR DETAIL
4 UWON AN[NORBRACKET502722(PART8130197)
MIN. mwim mri.
EDGE HORIZONTAL
STANCE TRANSOM
—j MULLION
1/4" MAX.
MAX. 11/8" _
MIN. 1/2°
MIN.
INTERIOR
1-3R
MIN.1-3/8'
MAX.
EDGE DISTANCE
VERTICAL SECTION
4
ALUMINUM MULLION
SIDEVIEW-VERTICAL
MIN. EMB
1 ANCHOR, M8-3/4'SELF
DRILLING SCREW FROM
EACH SIDE OF THE
MU WON INTO THE
BRACKET, STAGGERED AS
NECESSARYTOAVOID
INTERFERENCE
SUBSTRATE BY OTHEI
L
MIN.
EDGE DISTANCE
1 ANCHOR, 88-3/4" SELF
MAX. 11/8"
DRILLING SCREW FROM
EACH SIDE OF THE
MULLION INTO THE
BRACKET, STAGGERED AS
NECESSARY TO AVOID
INTERFERENCE
HE)GERIOR
MIN. 1-3/8'
MAX 2-1/4'
EDGE DISTANCE
VERTICAL
MULLION
MULLION ANCHOR
BRACKET 50-2722
kjMINEM1
INTERIOR
(PARTk230297)
1/4° MAX.
n ANCHOR DETAIL
J MULLION ANCHOR BRACKET50-2712 (PARTt130297)
ANCHOR SCHEDULE FOR MULLIONS
SCREW
EMBEDME
EDGE
SUBSTRATE
INSTALLATION
CITY PER
ANCHOR TYPE
NT
DISTANCE
TYPE
LOCATION
(IN.)
(IN.)
ANCHOR BRACKET
WOOD
50-2722(PART
6
N12 WOOD ANCHOR
1.5
0.75
11230297)
ANCHOR BRACKET
CONCRETE/
5G-2722 (PART
4
}" 01TW TAPCON
1.0
2.00
MASONRY
M230297)
ALUM.
ANCHOR BRACKET
MULUON/ALUM.
50-2722 (PART
6
N12 SELF -DRILLING SMS
3THREADS
2.00
/STEEL
#230297)
NOTE
-HEAD, SILL AND JAMB HAVE
SIMILAR DETAILS
NOTE
DETAILS SHOWN ARE TYPICAL FOR ALL
MULLION & CUP ASSEMBLIES. SEE
SHEETS 5-10 FOR ALLOWABLE MULLION
CONFIGURATIONS, SIZES, AND DESIGN
PRESSURES.
L • L
Silver Line
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9 E 8jAlk OF V: !Y
FL R:
FL6067
DATE: 02/11/19
scALE: NTS I
DWG. p: cwnnTs
4
OF 10
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULUDNS (ONE-WAY)
L - Mull
W-Tdbutary Width (in)
Length (in)
1&0
20.0
22.0
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0
40.0
42.0
44.0
46.0
48.0
50.0
52.0
24.0
iD0.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
26.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
10DO
100.0
100.0
100.0
100.0
28.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
30.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
32.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
34.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
36.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
38.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.o
40.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
42.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
44.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
46.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
to0.0
48.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
s0.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
t00.0
52.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
10D.0
100.0
64.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100A
56.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.6
99.0
58.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.3
97.5
95.9
94.6
93.6
92.8
60.0
100.0
100.0
100.0
100.0
100.0
10D.0
100.0
100.0
100.0
100.0
99.1
96.5
94.2
92.3
90.7
89.3
88.2
87.3
62.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
97.6
94.5
91.9
89.6
87.7
86.0
84.6
83.4
82.5
64.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.6
93.2
90.3
87.7
85.5
83.5
81.8
80.4
79.2
78.1
66.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.5
92.7
89.3
86A
83.9
81.7
79.7
78.0
76.6
75.3
74.2
68.0
100.0
100.0
100.0
100.0
100.0
100.0
97.1
92.8
89.0
85.8
82.9
80.4
78.2
75.3
1 74.8
1 73.7
1 71.8
1 70.7
70.0
100.0
I 100.0 I
100.0
1100.0
100.0
98.4
93.6
89.3
85.7
82.5
79.7
77.2
75.0
73.1
71.4
69.9
68.8
87.5
100.0
100.0
100.0
100.0
100.0
95.1
9D.3
86.1
82.5
79.4
76.6
74.2
72.1
70.2
68.5
67.0
65.7
64.5
i72.0
t 74.0
100.0
100.0
100.0
1 100.0 1
97.3
91.9
87.2
93.2
79.7 1
76.6 1
73.9
1 71.5
1 59.3
1 07.5 1
55.8
1 64.3
1 63.0
1 61.8
Silver Line
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Fin a
UP
ONE-WAY MULLION DIAGRAMS acrlAaa< Av neTc
TABLE NOTES:
QUALIFIED ANCHOR CLIPS*1.
SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS
&CLIP DETAILS.
VN7
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHSAND SPANS ISALLOWED.3.
SEETHISSHEETFORSPECIFICMULLIONDIMENSIONS.4.
SEE SHEET 3 FOR SPECIFIC 5. ANCHOR REQUIREMENTS: BRACKET DIMENSIONS.
"4`;
MMdHUW1)t
• WOOD: #12 WOOD SCREWS
•"'m. "�N°"",:
• CMU:1/4" ITW TAPCON
'" `•... 2 m
rme owr. ar wmowna •� mr"
•CONCRETE: 1/4"ITN TAPCON
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
Ft a:
• METAL: #12 SELF -DRILLING SCREWS (GRADE 5)
ALUMINUM (6063-T6)
FL6067
6. INSTALLATION SUBSTRATES:
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
oATF- 02/11/19
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75".
WOOD SHALL BE MIN. S.G:0.55.
ow6.6v:
aX BY.
• HOLLOW CM ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2".
o.Lo• u1• *�
HR
HFN
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMINGTOASTM C90.
+ o + O +
SCALE: NTS
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2".
0.ns•
a: SWD015
CONCRETE SHALL BE MIN. 4000 PSI.
BEYOND METAL STRUCTURE.
T-1 I-
SHE
SNEET
• METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION
1.OT
MULLION ANCHOR BRACKET506346 (PART #230297)
IZ
STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD & ALUMINUM SHALL BE MIN. 0.1"
2723
ALUMINUM
c�
THICK ALUMINUM 6063-T6. WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL.
PART #230295
ANCHORING
FOR CONCRETE ANCHORING
of 10
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MULLIONS (TWO-WAYI
L - Mull
W - Tributary Width (in)
Length (in)
18.0
20.0
220
24.0
1 26.0
1 28.0
30.0
32.0
34.0
36.0
38.0
40.0
1 42.0
1 44.0
1 46.0
48.0
50.0
52.0
24.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
26.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
2&0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
30.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.0
32.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.5
92.8
34.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
98.7
94.6
90.8
87.3
36.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
97.5
93.2
89.3
85.8
82.5
38.0
100.0
100.0
100.0
100.0
100.0
105.0
160.0
100.0
100.0
1C0.0
100.0
100.0
96.7
92.3
8B.3
84.6
81.2
78.1
40.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.5
91.9
87.7
83.9
80A
77.2
74.2
42.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.7
91.9
87.5
83.5
79.9
76.6
73.5
70.7
44.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1100.0
1100.0
97.5
92.3
1 87.7
83.5
79.7
76.3
73.1
1 70.2
1 67.5
46.0
100.0
100.0
100.0
100.0
100.0
1 100.0
100.0
100.0
98.7
93.2
88.3
83.9
79.9
76.3
73.0
1 69.9
1 67.1
1 64.5
48.0
100.0
100.0
100.0
100.0
1 100.0
1 100.0
100.0
100.0
94.6
89.3
84.6
80.4
76.6
73.1
69.9
67.0
64.3
61.8
50.0
100.0
100.0
100.0
100.0
1 100.0
100.0
100.0
96.5
90.8
85.8
81.2
77.2
73.5
70.2
67.1
64.3
61.7
59.4
52.0
100.0
100.0
100.0
100.0
1 100.0
100.0
99.0
92.8
87.3
82.5
78.1
74.2
70.7
67.5
64.5
61.8
59.4
57.1
54.0
100.0
100.0
100.0
100.0
100.0
100.0
95.3
89.3
84.1
79.4
75.2
71.5
68.1
65.0
62.1
59.6
57.2
55.0
56.0
100.0
100.0
100.0
100.0
100.0
98.4
91.9
86.1
81.1
76.6
72.5
68.9
85.6
62.6
59.9
57A
55.1
53.0
50.0
100.0
100.0
100.0
100.0
100.0
95.1
88.7
83.2
78.3
73.9
70.0
68.5
63.4
60.5
57.9
55A
53.2
51.2
60.0
100.0
100.0
100.0
100.0
99.0
91.9
85.8
BOA
75.7
71.5
67.7
64.3
61.3
58.5
55.9
53.6
51.5
49.5
62.0
100.0
100.0
100.0
100.0
95.8
88.9
83.0
77.8
73.2
69.2
65.5
62.2
59.3
56.6
54.1
51.9
49.8
47.9
64.0
100.0
100.0
100.0
100.0
92.8
86.1
80.4
75.4
70.9
67.0
63.5
60.3
57.4
54.8
52A
50.3
48.2
46A
66.0
100.0
100.0
100.0
97.5
90.0
83.5
78.0
73.1
68.8
65.0
61.6
58.5
55.7
53.2
50.8
48.7
46.8
45.0
68.0
10D.0
100.0
100.0
94.6
87.3
81.1
75.7
70.9
66.8
63.1
59.7
66.8
54.1
51.5
49.4
47.3
45.4
43.7
70.0
100.0
100.0
100.0
91.9
84.8
78.8
73.5
fi8.9
64.9
61.3
58.0
55.1
52.5
50.1
47.9
45.9
44.1
42.4
72.0
100.0
100.0
97.5
89.3
82.5
75.8
71.5
67.0
63.1
59.8
56.4
53.6
51.0
48.7
46.6
44.7
42.9
T
74.0
100.0
100.0
94.8
86.9
80.2
74.5 1
69.5 1
65.2
1 61.4 1
57.9
54.9
52.2
49.7
47.4
45.3
43.5
41.7
40.1
TABLE NOTES:
1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS
& CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS.
S. ANCHOR REQUIREMENTS:
• WOOD: #12 WOOD SCREWS
• CMU: 1/4" ITW TAPCON
• CONCRETE: 1/4" ITW TAPCON
• METAL: 012 SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75'.
WOOD SHALL BE MIN. S.G: 0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2".
ow• rAr nu•
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2".
o3�s
CONCRETE SHALL BE MIN. 4000 PSI.
-METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE.
-A-
Tsm• (-
STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD & ALUMINUM SHALL BE MIN. 0.1"
2723
THICK ALUMINUM 6063-T6. WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL.
PART8230295
TWO-WAY MULLION DIAGRAMS
TRI6UTARY WIDTH =�'�
QUALIFIED ANCHOR CLIPS
t
MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6)
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
MULLION ANCHOR BRACKET 50-2722 (PART 8230297)
ALUMINUM (6063-T6)
FOR CONCRETE ANCHORING
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SHEEP
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OF 10
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MU W ONS (ONE-WAY)
L - Mull
W - Tdbutary Width (in)
Length (in)
18.0
20.0
22.0
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0
40.0
42.0
1 44.0
146.0
4&0
50.0
$2.0
24.0
100.0
1100.0
1 100.0
100.0
100.0
100.0
100.0
100.0
100.0
1100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
26.0
100.0
1100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
28.0
100.0
1 100.0
1 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
30.0
100.0
1100.0
1 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
32.0
100.0
1 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
t00.0
100.0
100.0
100.0
34.0
100.0
1 100.0
1DO.0
100.0
100.0
WOO
100.0
100.0
100.0
100.0
10D.0
100.0
100.0
100.0
100.0
7 0. 0 0
100.0
100.0
36.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
30.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.o
100.0
100.0
100.0
00
100.0
100.0
100.0
100.0
100.0
100.0
40.0
100.0
100.0
100.0
100.0
too.o
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1000
a
1 0.0
420
100.0
1100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
44.0
100.0
100.0
100.0
100.0
100.0
100.0
1100.0
100.01
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1 100.0
100.0
100.0
46.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
48.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1o0.0
t0o.0
100.0
10a.0
50.0
100.0
1100.0
100.0
100.0
100.0
100.0
1ao.o
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
52.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
$4.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
56.0
t0o.a
1oo.o
100.0
10o.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.6
99.0
58.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.3
97.5
95.9
94.6
93.6
92.8
60.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.1
96.5
94.2
92.3
90.7
89.3
88.2
87.3
62.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
97.5
94.5
91.9
89.6
87.7
86.0
94.6
83.4
82.5
64.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.6
93.2
90.3
87.7
85.5
83.5
81.8
80.4
79.2
78.1
66.0
100.0
TO0.0
100.0
100.0
100.0
100.0
100.0
96.5
92.7
89.3
86.4
83.9
811
79.7
78.0
76.8
75.3
74.2
68.0
100.0
100.0
100.0
100.0
100.0
100.0
97.1
92.8
89.0
85.8
82.9
80.4
78.2
78.3
74.8
73.1
71.8
70.7
70.0
100.0
100.0
100.0
100.0
100.0
98.4
93.6
81.3
85.7
82.5
79.7
77.2
75.0
73.1
71.4
69.9
88.6
67.5
72.1
100.0
100.0
100.0
100.0
t00.0
95.1
90.3
86.1
82.5
79.4
7-
14.2
72.1
70.2
68.5
67.0
65.7
64.5
74.0
100.0
100.0
100.0
100.0
97.3
91.9
87.2
83.2
79.7
76.2
73.0
70.2
87.7
85.5
1 63.5 1
61.8 160.2
58.9
TABLE NOTES:
1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS
& CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS.
S. ANCHOR REQUIREMENTS:
• WOOD: 012 WOOD SCREWS
• CMU: 1/4" ITW TAPCON
• CONCRETE: 1/4" ITW TAPCON
• METAL: 812 SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75".
WOOD SHALL BE MIN. S.G: 0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2".
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2".
CONCRETE SHALL BE MIN. 4000 PSI.
-METAL ANCHORS SHALL HAVE AMIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE.
STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 K51 YIELD & ALUMINUM SHALL BE MIN. 0.1"
THICK ALUMINUM 6063-T6. WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL.
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ONE-WAY MULLION DIAGRAM$ REMARKS a er DATE
QUALIFIED ANCHOR CLIPS
MULLION ANCHOR BRACKET 50-2722 (PART 0230297)
ALUMINUM (6063-T6)
-i
Im
I-
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
0.}5'
+ D + O
MULLION ANCHOR BRACKET 50-2722(PART 9230297)
2724
ALUMINUM (6063-T6)
FOR CONCRETE ANCHORING
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FL#:
FL6067
DATE: 02/11/19
DWGHR CA BY:
HFN
SME, NTS
-G-R: SWD015
SHEET
77
OF 10
MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): STRUCTURAL MU W ONS (TWO-WAY)
L - Mull
W - Tributary Width (in)
Length (in)
18.0
20.0
22.0
24.0
26.0
28.0
30.0
32.0
3A0
36.0
38.0
1 40.0
1 42.0
44.0
46.0
48.0
50.0
52.0
24.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
26.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
28.0
100.0
100.0
100.0
100.0
100.0
160.0
100.0
100.0
100.0
10D.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
30.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.0
32.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.5
92.8
34.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
98.7
94.6
90.8
87.3
36.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
97.5
93.2
89.3
85.8
82.5
3&0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.7
92.3
88.3
84.6
81.2
78.1
40.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.5
91.9
87.7
83.9
80.4
77.2
74.2
42.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.7
91.9
87.5
83.5
79.9
76.6
73.5
70.7
44.0
100.0
1100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
97.5
92.3
87.7
83.5
1 79.7
76.3
73.1
70.2
67.5
46.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
98.7
93.2
88.3
83.9
79.9
1 76.3
73.0
69.9
67.1
64.5
48.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
94.6
89.3
84.6
80.4
76.6
73.1
69.9
67.0
64.3
61.8
50.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.5
90.8
95.8
81.2
77.2
73.5
1 70.2
67.1
64.3
61.7
59.4
52.0
100.0
100.0
100.0
100.0
100.0
100.0
99.0
92.8
87.3
82.5
78.1
74.2
70.7
I 67.5
64.5
61.8
59A
57.1
54.0
100.0
100.0
100.0
100.0
100.0
100.0
95.3
89.3
84.1
79.4
75.2
71.5
68.1
65.0
62.1
59.9
57.2
55.0
56.0
100.0
100.0
100.0
100.0
100.0
98.41
91.9
86.1
81.1
76.6
72.5
68.9
65.6
62.6
59.9
57A
55.1
53.0
58.0
100.0
100.0
100.0
100.0
100.0
95.1
86.7
83.2
78.3
73.9
70.0
66.5
63.4
60.5
57.9
55.4
53.2
51.2
60.0
100.0
100.0
100.0
100.0
99.0
91.9
85.8
80A
75.7
71.5
67.7
64.3
61.3
58.5
55.9
53.6
51.5
49.5
62.0
100.0
100.0
100.0
100.0
95.8
8B.9
83.0
77.8
73.2
69.2
65.5
62.2
59.3
56.6
54.1
51.9
49.8
47.9
64.0
100.0
100.0
100.0
100.0
92.8
NJ
80A
75A
70.9
67.0
63.5
60.3
57.4
54.8
52A
50.3
48.2
46.4
66.0
100.0
100.0
100.0
97.5
90.0
83.5
78.0
73.1
fi8.8
65.0
61.6
58.5
55.7
53.2
50.8
48.7
46.8
45.0
6B.0
100.0
100.0
100.0
94.fi
87.3
81.1
75.7
70.9
66.8
63.1
59.7
56.8
54.1
51.6
49.4
47.3
45.4
43.7
70.0
100.0
100.0
100.0
91.9
84.8
78.8
73.5
68.9
64.9
61.3
58.0
55.1
52.5
50.1
47.9
45.9
44.1
42.4
720
10D.6 1100.01
97.5
1 89.3 1
82.5 1
76.8 1
71.5 1
67.0 1
63.1 1
59.6
56.4
53.6
51.0
4B.7 1
46.8 1
44.7
42.9 1
41.2
74.0
1 100.0 I
100.0
I 94.8
1 86.9 1
80.2 1
74.5 I
69.5 I
65.2 1
61.4 I
57.9
54.9
52.2
49.7
47.4 1
45.3 1
43.5 1
41.7 1
40.1
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS
& CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS.
S. ANCHOR REQUIREMENTS:
• WOOD: #12 WOOD SCREWS
•CMU: 1/4" ITW TAPCON
-CONCRETE: 1/4" ITW TAPCON
• METAL: #12 SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75".
WOOD SHALL BE MIN. S.G: 0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2".
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2".
CONCRETE SHALL BE MIN. 4000 PSI.
-METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE.
STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD & ALUMINUM SHALL BE MIN. 0.1"
THICK ALUMINUM 6063-T6. WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL.
!
TWO-WAY MULLION DIAGRAMS
TRIBUTARY WIDTH=2
QUALIFIED ANCHOR CLIPS
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MULLION ANCHOR BRACKET50.2722 (PART #230297)
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FL6067
-I lm' I- FOR WOOD SCREW OR MIULLION6TTO MULLION ANCHORING
DATE: 02/11/19
I
OIV 3.OP 3.Bi' + 0 D
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SHEEP
vao MULLION ANCHOR BRACKET 50-2722 (PART#230297)
2724 ALUMINUM (606346)
FOR CONCRETE ANCHORING
OF 20
m
MAXIMUM DESIGN PRESSURE CAPACITY CHART IPSF): 5TRUCfURAL MU W ONS (ONE-WAY)
L - Mull
W-Tdbutary Width (in)
Length (In)
18.0
20.0
22.0
24.0
26.0
1 28.0
30.0
32.0
34.0
36.0
38.0
40.0
42.0
1 44.0
46.0
48.0
50.0
1 520
24.0
100.0
100.0
100.0
100.0
100.0
1 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1 100.0
100.0
100.0
100.0
100.0
26.0
100.0
100.0
100.0
100.0
100.0
1 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1 100.0
100.0
100.0
100.0
100.0
2&0
100.0
100.0
100.0
100.0
100.0
1 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
10o.0
100.0
30.0
100.0
100.0
100.0
100.0
100.0
1 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
loo.0
3zo
100.0
100.0
100.0
100.0
100.0
1 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
34.0
100.0
100.0
100.0
100.0
100.0
1 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
To -ono
36.0
100.0
100.0
100.0
100.0
100.01
100.0
100.0
100.0
100.0
100.0
10D.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
310
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
40.0
100.0
100.0
100.0
100.0
100.0
1 100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
420
100.0
100.0
100.0
100.0
100.0
1100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
1oa.o
1oD.o
100.0
44.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
46.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
48.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
50.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
52.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
54.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
56.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.6
99.0
58.0
100.0
100.0
10o.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.3
97.5
95.9
94.6
93.6
92.8
60.0
10D.0
100.0
100.0
100.0
100.0
16-05
100.0
100.0
100.0
100.0
99.1
96.5
94.2
92.3
90.7
89.3
88.2
87.3
62.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
!W.5
94.5
91.9
89.6
87.7
86.0
84.6
83.4
82.5
64.0
100.0
100.0
100.0
100.0
10D.0
100.0
100.0
100.0
96.6
93.2
90.3
87.7
85.5
83.5
81.8
80.4
79.2
78.1
66.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.5
92.7
89.3
86.4
83.9
81.7
79.7
78.0
76.6
75.3
74.2
6&0
100.0
100.0
100.0
100.0
100.0
100.0
97.1
92.8
89.0
85.8
82.9
80.4
78.2
76.3
74.6
73.1
71.8
70.7
70.0
100.0
100.0
100.0
100.0
100.0
98.4
93.6
89.3
85.7
82.5
79.7
77.2
75.0
73.1
71A
69.9
68.6
67.5
720
100.0
100.0
100.0
100.0
100.0
95.1
90.3
86.1
82.5
79.4
76.6
74.2
72.1
70.2
68.5
67.0
65.7
64.5
7"
100.0
100.0
100.0
100.0
97.3
91.9
87.2
83.2
79.7
76.6
73.9
71.5
69.3
67.5
65.8
64.3
63.0
61.8
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS
& CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS.
S. ANCHOR REQUIREMENTS:
• WOOD: 012 WOOD SCREWS
• CMU: 1/4" ITW TAPCON
• CONCRETE: 1/4" ITW TAPCON
• METAL: #12 SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75".
WOOD SHALL BE MIN. S.G: 0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2".
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2".
CONCRETE SHALL BE MIN. 4000 PSI.
• METAL ANCHORS SHALL HAVE AMIN. (3) THREADS PENETRATION BEYOND METALSTRUCTURE.
STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD & ALUMINUM SHALL BE MIN. 0.1"
THICK ALUMINUM 6063-T6. WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL.
a
ONE-WAY MULLION DIAGRAMS
QUALIFIED ANCHOR CLIPS
MULLION ANCHOR BRACKET 50(PART 0230297)
ALUMINUM (60634663-T6)
FOR WOOD SCREW OR MU W ON TO MULLION ANCHORING
01 + O O
T A2728� MULLION ANCHOR BRACKETSO-2722(PART0230297)
PART0230296 ALUMINUM(6063-T6)
FOR CONCRETE ANCHORING
Silver Line
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DATE: 02/11/19
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SCALE: NTS
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MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF):
STRUCTURAL MULLIONS (TWO-WAY)
u
n ute
I n
Length in
18.0
20.0
1 22.0
24.0
26.0
28.0
30.0
32.0
34.0
36.0
38.0
40.0
42.0
44.0
46.0
48.0
50.0
52.0
24.0
00.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
26.0
00.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
28.0
00.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
30.0
00.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
99.0
32.0
00.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.5
92.8
34.0
00.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
106.0
100.0
100.0
100.0
100.0
98.7
94.6
90.8
87.3
36.0
00.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
97.5
93.2
89.3
85.6
82.5
38.0
00.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.7
92.3
88.3
84.6
81.2
78.1
40.0
00.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
95.5
91.9
87.7
83.9
80.4
772
74.2
42.0
00.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
96.7
91.9
87.5
83.5
79.9
76.8
73.5
70.7
44.0
00.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
97.5
92.3
87.7
83.5
79.7
76.3
73.1
70.2
67.5
46.0
00.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
98.7
93.2
88.3
83.9
79.9
76.3
73.0
69.9
67.1
64.5
48.0
00.
100.0
100.0
100.0
100.0
100.0
100.0
100.0
94.6
89.3
84.6
80.4
76.6
73.1
69.9
67.0
1 64.3
61.8
50.0
00.
100.0
100.0
100.0
100.0
1 100.0
100.0
96.5
90.8
85.8
81.2
77.2
73.5
1 70.2
67.1
64.3
1 61.7
1 59.4
52.0
00.
100.0
100.0
100.0
100.0
100.0
99.0
92.8
87.3
82.5
78.1
74.2
70.7
67.5
64.5
61.8
59.4
57.1
54.0
00.
100.0
100.0
100.0
100.0
100.0
95.3
89.3
84.1
79A
75.2
71.5
68.1
65.0
62.1
59.6
57.2
55.0
56.0
00.
100.0
100.0
100.0
100.0
95.4
91.9
86.1
81.1
76.6
72.5
68.9
65.6
62.6
59.9
57.4
$5.1
53.0
58.0
00.
100.0
100.0
100.0
100.0
95.1
88.7
83.2
78.3
73.9
70.0
86.5
63.4
60.5
57.9
56.4
53.2
51.2
60.0
00.
100.0
100.0
100.0
99.0
91.9
85.8
80.4
75.7
71.5
67.7
64.3
61.3
58.5
55.9
53.6
51.5
49.5
62.0
00.
100.0
100.0
100.0
95.8
88.9
83.0
77.8
73.2
69.2
65.5
62.2
59.3
56.6
54.1
51.9
49.8
47.9
64.0
00.
100.0
100.0
100.0
92.8
86.1
80.4
75.4
70.9
67.0
63.5
60.3
57.4
54.8
52.4
50.3
48.2
46.4
66.0
00.
100.0
100.0
97.5
90.0
83.5
78.0
73.1
68.8
65.0
61.6
58.5
55.7
53.2
50.8
48.7
46.8
45.0
68.0
00.
100.0
100.0
94.6
87.3
87.1
I
70.9
66.8
63.1
59.7
55.8
54.1
51.6
49.4
47.3
45A
43.7
70.0
00.
100.0
100.0
91.9
84.8
78.8
73.5
68.9
64.9
61.3
58.0
55.1
52.5
50.1
47.9
45.9
44.1
42.4
720
000.0
100.0
91.5
89.3
82.5
75.8 1
71.5 167.0
fi3.11
59.6
56.4
53.6
51.0
48.7
48.6
44.7
42.9
41.2
74.0
00.
100.0
94.8
85.9
80.2
74.5
69.5
65.2
61.4
57.9
54.9
52.2
49.7
47.4
45.3
43.5
41.7
40.1
TABLE NOTES:
1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS
& CLIP DETAILS.
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 15 ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS.
5. ANCHOR REQUIREMENTS:
• WOOD: #12 WOOD SCREWS
• CMU: 1/4" ITW TAPCON
• CONCRETE: 1/4" ITW TAPCON
• METAL: #12 SELF -DRILLING SCREWS (GRADE 5)
6. INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 0.75".
WOOD SHALL BE MIN. S.G. 0.55.
• HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1" & EDGE DISTANCE OF 2".
HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90.
• CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2".
CONCRETE SHALL BE MIN. 4000 PSI.
• METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE.
STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 K51 YIELD & ALUMINUM SHALL BE MIN. 0.1"
THICK ALUMINUM 6063-T6. WITH MIN. EDGE DISTANCE OF 1" FOR BOTH ALUM. AND STEEL.
5 1 Silver Line
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QUALIFIED ANCHOR CLIPS ?o's
29 SA OF ice;
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MULLION ANCHOR BRACKET 50-2722 (PART #2302971
ALUMINUM (6063-T6)
FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
D.u• 1ss• RRR
O + 0
T 1°0• MULLIONANCHOR BRACKETSO-2722(PART#230297)
2728 ALUMINUM (6063-T6)
PART#230296 FOR CONCRETE ANCHORING
FL#:
FL6067
DATE: 02/11 19
DWG. BY:
HFN
SCALE: NTS
DWG.#: SWD015
SHEEP
in
OF 10
398 East Dania Beach Blvd.
BUILDING DROPS Suite338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
�+C/ SCANNED
c� t47F11V 954.399.8478 PH
Certificate of Authorization: 29578 BY 954.744.4738 FX
r — St. Iir;,o 'nnnh contact@buildingdrops.com
Product Evaluation Report
NJ
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
Series 2723 (Part #230295)/2724/2728 (Part #230296)
Structural Beam Mullion (HVHZ) (Impact)
for
Florida Product Approval
FL# FL6067
Report No. 5511
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Exterior Doors
Sub — Category: Mullions
Product: Series 2723/2724/2728 Structural Beam
Mullion
Material: 6063-T6 Aluminum
Prepared For:
Silver Line Windows and Doors
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer# 73778
Date:02/22/2019
Contents:
Evaluation Report Pages 1-3
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2019.02.22 17:44:06-05'00'
E S �0 S
�* N.77
�'o SA OF*�
�i O�
Hermes7fln6#606, P.E.
Florida No. 73778
It
1(BUILDING DROPS
k
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer: SILVER LINE WINDOWS AND DOORS
Product Category: Windows
Product Sub -Category: Mullions
Compliance Method: State Product Approval Method (1)(d)
FL#: FL6067
Date: 02/22/2019
Report No: 5511
Product Name: Series 2723/2724/2728 Structural Beam Mullion (HVHZ) (impact)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line
Windows and Doors based on Method Id of the State of Florida Product Approval, Florida
Department of Business and Professional Regulation - Florida Building Commission.
Limits of Use:
Hermes F. 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 SWD015, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including 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.
S. Site conditions that deviate from the details of drawing SWD015 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions SWD015 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
BUILDING DROPS FL#: FL6067
• A Perfect Solution in Every Drop! Date: 02/22/2019Report No: 5511
f Certificate of Authorization: 29578
'r
A
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Quality Assurance Entity through
Window and Door Manufacturers Association (FBC Organization #QUA2515).
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330
Referenced Data:
Installation:
1. Product Testing performed by Testing Evaluation Lab, Inc.
(FBC Organization # TST4317)
Report #: TEL 05-1007-2 Report Date: 10/05/2005
Test report reviewed by Wendell W. Haney, P.E., FL P.E. #54158 on 10/5/05
2. Quality Assurance Entity
Window and Door Manufacturers Association
(FBC Organization #QUA2515)
Refer to Installation Instructions (SWD015) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (SWD015) for design pressures based on size, configuration, and
glass types.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
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