REV-17-2864\tip,c04'
BUILDING
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
RECEIVED
Master Permit No. Y v SIR - 2a3 S
PERMIT APPLICATION Sub Permit No. (pq
❑BUILDING ❑ ELECTRIC ❑ ROOFING 4REVISION ❑ EXTENSION RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 533 NE 92 ST
City: Miami Shores
County:
Folio/Parcel#: i t— 3ZOL _ O 1 `f ' II `4 0
Miami Dade Zip:
Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: , J BFE: FFE: �7f
OWNER: Name (Fee Simple Titleholder): %' �iit � `a J _Phon CJ )
Address: 533 NE 92 ST
City: MIAMI SHORES State: FL
Tenant/Lessee Name:
Email: CW r1. it
CONTRACTOR: Company Name: THE HOME DEPOT USA INC
Address: 2455 PACES FERRY RD C-11
Phone#:
Phone#:
Zip: J3 i -3`i
City: ATLANTA
Qualifier Name: RAQUEL SWANNER
State: GA
Phone#:
Zip: 30339
State Certification or Registration #: CGC-1514813 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ `k ► 3 tC; • 00 Square/Linear Footage of Work: 3 0
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: 12- V 1 t 1,4 C.,‘ . I" t 'T .> (1J 3 4 — LR- — 2 t 3 C '-% 1
P-01 t o-1 b LL r`lES 3 , ci , EL. ► O L'D. Csr"v c.A.S L,t) k n etz W S "rmP A-rr
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $
Structural Reviews $
Training/Education Fee $ Double Fee $
Bond $
TOTAL FEE NOW DUE $ ' CA.�
(Revised02/24/2014)
''scrar), W‘ty,ficic(VhfsV
Bonding tompany's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
CONTRACTOR
The ragging instrument was ackno edged beforemethis The fob • ng inst� ment was acknowledged before me this
day of 20 / / , by "o 1 day of ksts-Ven7 ty -- , 20 /1, by
!t..aj/(e • t'rtgoup' , who is personally known to St''el" 01Cf ,who ilipersonaffy ks pCn to
me o
who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
*
Gone.%2
ro0a%:°'e%, ELIZABETH FENTE GONZALEZ
• , * MY COMMISSION i FF 128942
EXPIRES: June 29, 2018
N,°jE►t e. Bonded Tin Budget Notary Services
APPROVED BY
me or who has prj duced as
identification and
NOTARY PUBLIC:
Sign:
Print:
Seal:
Plans Examiner
Structural Review
o did take an oath.
�••.•, 4,,,,, MA
"a oB�c ; Notary Public - State of Florida
Commission # FF 220108
1 ,r��� o-ec My Comm. Expires Apr 13, 2019
�''� ,,, 1,,`,,, Bonded through National Notary Assn.
**ow ecervezir*VM
**
Zoning
Clerk
(Revised02/24/2014)
REf 18634E-2845
THIS DOCUMENT PREPARED BY
AND RLtURN TO:
Lycra D. ttdaoms, Rat.
Stamm BCUo.,PA.
Its N.W. Cou d Palk Mee lulls 200
Part St. Luds, PL 3016
Cott houa Mutes Sox 9
PARCEL I.D. NO.:11-3206-0141140
99R288089 1999 .M1 03 11:57
OOC$TPDEE 14400.00 SURTX 0.00
NARVEY RINVIN, CLERK DADE COUNTY, FL
This Warranty Deed Made this 20th day of May, 1999 , by Easy Homes, Inc., a Florida
Corporation, hereinafter called the Grantor, to Daryl Trawl* and Charlotte A. 'rematch,
husband and wife„whose post office address is: 533 NB 92i° Street, Miami Shores, FL 33138,
hereinafter called the Grantee;
Mama' mambo *knit Varlet' W•Qnwa,•*hats IWepogo wi4 rnsormalada,Abs. @jot►eprnarahegod
dodges efM**a.Hleaen+no.sadassfp,rolovaraMoat.)
Witnessed: That the Grantor, for and in consideration of the sum of $10.00 and other
valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells,
aliens, remises, releases, conveys and confirms unto the Grantee, all that certain land situate in
Miami -Dade County, Florida, viz:
Lots 13 and 14, Block 57, of MIAMI SHORES, SECTION TWO, according
to the Plat thereof, recorded in Plat Book 10, at Page 37, of the Public Records
of Miami -Dade County, Florida.
Together with all the tenements, hereditameots and appurtenances thereto belonging or in
anywise appertabing•
To Hare and to Hold, the same in fee simple forever.
And the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said
land in fee simple; that the Grantor has good right and lawful authority to sell and convey said
land; that the Grantor hereby fully warrants the title to said land and will defend the same against
the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except
taxes accruing subsequent to December 31, 1998.
Solfieet To restrictions. reservations, limitations and easements of record, if any; this
reference to said restrictions shall not operate to reimpose the same; and zoning ordinances
officio& said property.
And the Grantor hereby represents and warrants this is not the sole asset of the Corporation
and Shareholder approval is not required.
10S0
REC 18634 PC 2846
In Witness Whereof, the Grantor has signed and sealed these presents the day and year first
above written.
Signed, sealed and delivered in our presence:
dikid
witms
/17,ccaer Mercj.S
Printed N
Witness
priicpn SnAm aY)
—tey
Name
STATE OF FLORIDA
COUNTY OF MIAMI-DADE
Easy H
By:
Luis
Easy Homes, , nc. ;
6073 N.W. 1.7th Street, Suite C7
Miami, FL 33015
Corporation
ident.
The foregoing instrument was acknowledged before me on May
Fernandes, as President of Easy Homes, Inc., a
known to me or Ok) who has produced
did not take an oath.
012\warranty deed trawick
ARVINWOWOWAARAMMOXV
alcomemso
HARVEY RUyIN
WINDOW AND DOOR INFORMATION SHEET
JOB#
10168419
Name
TRAWICK
Opening
Location
No
Location
Corner
Zone
or
PRODUCT
ACCEPTANCE
NUMBER
Style
APPROVAL
APPROVED
PRESSURE
REQUIRED OPENING
DESIGN PRESSURE
Window Opening
Dimension
MULTIPLE
WINDOW
MULLION
REQ.
ARE
SHUTTERS
REQUIRED
(+) PSF
(-) PSF
(+) PSF
(-) PSF
Wdth IN
Height IN
1
4
16-0629.17
GD
75
75
42.6
46.2
34.5
81
N/A
NO
2
4
16-0629.17
GD
75
75
42.6
46.2
33
81
N/A
NO
3
4
16-0629.17
GD
75
75
42.6
46.2
32.88
81.88
N/A
NO
4
4
16-0629.17
GD
75
75
42.6
46.2
31
78.88
N/A
NO
5
4
16-0629.17
PDS
75
75
42.6
46.2
36
79.5
N/A
NO
6
4
16-0629.17
GD-2PNL
75
75
42.6
46.2
70.5
79.5
N/A
NO
7
4
16-0629.17
PDS
75
75
42.6
46.2
36
79.5
N/A
NO
8
4
17-0614.11
PW
80
80
42.6
46.2
36.5
37.5
N/A
NO
9
4
17-0614.11
PW
80
80
42.6
46.2
47.25
55.5
Mull Bar
1x3/vert
NO
NO
10
4
17-0614.11
PW
80
80
42.6
46.2 i
- 47.25"
55.5
1
17 630. 1
1
1
55�.,�
NO
y1#---
REVISING PERM! # WS-8-17-2135 BY ADDING LINES 8,9 & 10 VIVITH: - W & MULL BA
NU3PNL= SLIDER GL S WINDO SH= SINGLE HUNG / DH= DOUBL UNG = G N D BLE N = PATIO SLIDER
DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING
RENIA7)-
Miami Sher" V�Ilage
APPROVED
/7 .
SUBvECT 10 CCM(PI 1 NCE WI i I-1 ALt FEUERA,.
STATE ANC Cr UN f rt! (= rr;C 7F„ A 'r.,.5
MI MI
•• •.• • • a • • ••
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••• • • • ••• • •
v
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0
C71
0
1 OF 1
533 SE 92 St.
Miami Shores, FL
35' 0"
Dining Room
First Floor
10' 0"
ih
Family Room
Entry
Door
N/A 0„
8
4
5'
0
6
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• • • • • • • •
0
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9' 4"
• • • • • • • ••• • •
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• • • • • • •j • • •
16' 0" -•-- •-•-0-•--- •---•..- --•-, • • • •
• • • • • • • • • • •
16' 0"
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA}
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or Material
fails to perform in the accepted manner, the manufacturer will incur the expense of•such.testing: dfh'e AHD
may immediately revoke, modify, or suspend the use of such product or material•witthiis thetivisdiction.
RER reserves the right to revoke this acceptance, if' it is determined by Miami—Dadt•eQdtity Produdt(Control•
Section that this product or material fails to meet the requirements of the applicable•tfllitding code. • •
This product is approved as described herein, and has been designed to comply wit'i'tee Florida l ilding
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www. m is m idade.aov/economy
.... ••..
DESCRIPTION: Series "PW-701/720/820" Alumina Fixed Window - L.M. '..' '•
..'•
PIIOVAINIC7MterfirrlDrawmg No. MD-720-820. , titled " fixed Windo4?natation Guidelines",
sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufavtei,®i ignect
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County ProduCt,gCnQol Reya,§iion.staml;
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product gontrol
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
modeUseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
Expiration Da ''Fe ruary I92d19
Approval Date: October 12, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispam4lci TPS
spacer system, Duraseal® spacer system, Super Spacer® NXTTI,spaoer system and XL
Edger ' spacer system at insulated glass, prepared by Fenestratpp.Tgstin l' atpratory3
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-u8 1U,. dated 11/16/15.
06/07/16 and 06/02/16 respectively, all signed and sealed by Ic xlmis.Orteaa,•9. . •
(Submitted under previous NOA No. 16-0629.14) • • • • • • ••
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • •:
2) Uniform Static Air Pressure Test, Loading p�FAC, TAS2,02-94
3) Water Resistance Test, per FBC, TAS 202-44 :•
4) Large Missile Impact Test per FBC, TAS 201-94. • •
5) Cyclic Wind Pressure Loading per FBC, TA$*203-94 ' • •. : •
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 • •
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by JosephC. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
orge M. Plasencia, P.E.
Pr. • uct Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014) and FBC-6th Edition (2017), dated 09/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19. • •
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameti, Vic. foxtheir • •
"SentryGlas® (Clear and White) Glass Interlayer" dated 0642$41.5, expiring oh •
07/04/18. • •
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying. Melt the
following: • •
a) ASTM C864 Specification for Dense Elastomeric Compressiox Seal Gaslats;
Setting Blocks, and Spacers with Option II exceptions. • • • • . •
•
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Therapp144tic
Elastomers—Tension of 1600 PSI.• .
c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22I • RS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/ in.
Jorge M. Plasencia, P.E.
P uct Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5th Edition (2014) and FBC-6t Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA No.13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3833 anti ?TL -J3SQ, dated'
07/18/03 and 07/31/03 respectively, all signed and sealed by Josep i.C.
(Submitted under NOA No. 03-1105.01)
. .
.... ....
•
•
•
.
G. OTHERS • •
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries.forxheir S2r :PW-
701/720/820" Aluminum Fixed Window — L.M.I." approved or0$/41/16 and expiring . •
on 02/19/19.
. •
•
E-3
. . •
.. •
... .
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT
FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE
HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN \MND-BORNE DEBRIS
REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE
HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90
CONCRETE MASONRY UNfTS AND CONCRETE WITH MIN. KSI PER
ANCHOR TYPE.
4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED A
1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT 15 SHEET 6
INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X —
ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WMEN USED) SHALL � -
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY 12' MAX.
OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). O.C.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT.
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF _
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS.
6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE
OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST
BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY 6' MAX
THE WINDOW.
7) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS
PER ASTM E1300. C'
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO
RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN
PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN
THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS
USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR
CORROSION RESISTANCE.
8) REFERENCES: TEST REPORTS FTL-3835, 3850 & 7212; ELCO
ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NDS FUR
WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL.
10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES
USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO B
REFERRED AS THE 701 SERIES.
('45/5S I STANDARDS USED:
*2017 FLORIDA BUILDING CODE (FBC), BTH EDITION
*2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ASTM E1300-09
•ANSI/AF&PA NOS-2015 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM-2015
*AISI S100-12
•AISC 380-10
48' TIP -TO -TIP WIDTH
-a- 47" BUCK WIDTH -.-
44-1/4" VISIBLE
-•�- LIGHT WIDTH
B, SHEETB -I
T I I
-.a- 8" MAX.
A
SHEET 6
95"
BUCK
HEIGHT
92- /4"
VISIBLE
LIGHT
HEIGHT
►- 48" BUCK WIDTH -a'
4 VISIBLE
LIGHT
WIDTH
D, SHEETr-/
C
SHEET 7
12" MAX.
O.C.
96' I
TIP TO
71P
HEIGHT
UIDE TO SHEETS:
Ha— 12" MAX. O.C.
GENERAL NOTES 1
ELEVATIONS 1
GLAZING DETAILS 2-5
DESIGN PRESSURES... ....... 2-5
INSTALLATION, FLANGE 6
INSTALLATION, EQUAL -LEG.-7
INSTALLATION, INT. FIN A 8
INSTALLATION, INT. FIN B. 9
CORNER ASSEMBLY ............._10
EXTRUSION PROFILES 11
PARTS LIST 11
FIGURE
MAX.
MAX
1
....._-
TYP*
R
.. • #SMalt
Description •
•
1
7/16' Lent (3/16' An - .090" PVB - 3/16' HS) •
2
2
7/16' Laml (3/16" HS • .090" PVB - 3/16" HS) t
3
3
1-1/16' Lang. K3 (3/16' T-7/16'All -3116' An -.090' PVB -3/16' RSQ
a'
4
1-1/16" Lae& ki (3/16"1" • 7/16' Alr -3118' HS -.090" PVB - 3/16" HS)
3
6
7/16'LAM (3/16"An-.090"SG-3116'An)
4
8
7/16"Lam(3/16"HS-.090"6G-3/16'HS)
5
7
1-1/16' Lam'. 1G (3/18" T - 7/16' Air - 3116' An - .090" SG - 3/16' M) a
ID*
6
1-1/16'LamI.IG(3/16"T-7/18"Ak-3/16'HS-.090'SG-3/16 )
•5
SHEET 7
DESIGN PRESSURE RATING
IMPACT RATING
VARIES.
SEE SHEETS 2-5
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
6" MAX.
C
SHEET 7
96"
BUCK
HEIGHT
93- /4"
VISIBLE
LIGHT
HEIGHT
E, SHEET 8
G, SHEET 9
5" MAX. J
O.C.
(-a-- 12' MAX O.C. 2" MAX.
TYP. EQUAL -LEG FRAME
ELEVATION (TESTED UNIT)
48" BUCK WIDTH —
45-1/4' VISIBLE
LIGHT WIDTH
F, SHEET 8
H, SHEET 9
2' MAX
93- /4'
VISIBLE
LIGHT
HEIGHT
96'
BUCK
HEIGHT
F, SHEET
H, SHEET
5' MAX. O.C.
TYP. FIN FRAME ELEVATION
(TESTED UNIT)
SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5.
ANCHOR SPACING TO BE 6" MAX FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME
MEMBERS, SEE FIGURE 1, THIS SHEET.
WIDTH
WIDTH
• •
• •• • •
• • •
: :1 • • ••
J: • • • •
• - •
"SG" = 'KURARAY SENTRYGLAS®INTERLAYER' BY KURARAY Ay RICA. yvC, •
'PVB' _ "KURARAY TROSIFOL• PVB INTERLAYER' BY KURAR&Y AMERIGII,j4C.
• • • • •j.
WIDTH
F- wDTH WIDTH -"-(
—1 -fr-
11
J LL—'—J
Fa-- WIDTH -••{ I'►- WIDTH -a•I )'.- wDTH -.-I
Tr�� r��
( H- WIDTH +I
— TI
wI
J
PRODUCT REVISED
as complying with th• Florida
Building Code
NOA-to. 17-0614.11
Expiration 02/19/2019
By .
Mlam • " • • - • • uct • ntro
JR - 06/06/17 - UPDATED
ANCHORAGE TO FBC 2017.
*MO
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GENERAL NOTES & ELEVATION
U
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'',SL �ONAL E?.•.
A LYNN MILLER, PE.
P.E.#58706 -
••• • • • • ••• •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
090 • • • 000 • •
FABLt L:
Window Design Pressure (+A-, paf) for Glass Type
Long Side (In
72
76
80
84
88
92
96
100
104
109.92
t.
30
:""
+/-80
+1.80
+1-80
+180
+I -SO
N-80
*I80
+180
+1-80
+i-80
32
14-80
+/-80
+1-80
+1-80
+180
*/-80
4480
+/-80
+1-80
+7-80
+/80
34
+/-80
*180
*I-80
+1-80
*180
+/-80
+180
*180
+180
+1-79.8
+I-79.4
3p
yng�
+/.80
H.80
+i80
.180
+1-75.2
+1-77.5
+/-751
+1.8.4
*/-722
+180
+180
+140
H80
1-78
+I-78.1
+1-75.2
+1-725
+/-70.3
+1.b8.5
+IfiG3
,�i90/\
�(T'+t$0^/,
+/-80
*180
+/-79.8
+/-77.2
+/-743
+/-71.3
+167g
+/85.1
+/83.4
+161.6
42
+180
+/-80
+783
+I-77.4
+1.74.3
+/-71.3
+708.2
*1.84.7
44816
+1-59.8
*/-58.2
44
+/80
*/80
*1-78.9
*I-75.4
+I.721
*I68.9
+1-85.6
+/622
+159.7
*/-57.5
+/-80
+1-772
*/-73.6
*/-70.1
+1668
+163.5
+1803
+157.7
H-79.3
44-75.8
44-71.9
+188.3
+764.9
*/81.5
*/562
co
N
*1-77.5
+1-74.1
+/-70.3
+1867
+1631
+1-59.7
52
+779.1
+I-75.8
+I-72.4
.1-68.8
+/651
+I81.5
54
+/-77.4
+1-73.8
+I-70.5
*/87.3
*/63.5
58
+1-756
+1-72
+188.6
*/65.3
58
+1-74.2
+1-70.3
.466.8
60
+1-727
+186.7
+165
'
62
+/-71.2
+/67.1
-
84
+/667
+/-66.5
6e
+168.3
87-7/8
+/-87
Window Design Pressure (+I., ref) for Glass Type 3
Long Side (n
67-7/8
72
76
80
84
88
92
98
100
104
109-1/2
30
+1.80
+180
*480
*/80
*180
+180
+1-80
44-80
*1-80
+180
*180
32
+/-80
+180
+/-80
+/80
.160
+7.80
*180
+/80
+/80
080
+/80
34
+1-80
+/80
+I80
+/-80
+180
+/80
+/-80
+I-80
+180
+180
+180
38
*180
+/80
+/60
4480
*,80
+180
*/80
+180
+4.80
*180
+180
38
*/80
+1-80
*780
*480
4-180
+180
+180
+180
+479.4
+I.76.4
*/.74.3
40
44-80
+180
+/40
*180
+180
*/-80
+180
*1-757
+1-73.5
+/-70.9
+/-89
42
+1-80
*/80
44-80
*180
.180
+180
+1-77
+1-731
+189.6
4486.9
+/-65.2
44+/-80+/-80
+1-80
+/-80
+I80
+1-77.8
*/.74.1
+1-70.3
+1.67.5
*/83.9
o 46
+1.80
+180
4480
+180
+1-79.2
+/-75.4
44-71.7
*1661
4485.1
'8 48
*/80
+/80
*1-80
4480
+/-77.2
+1-733
+/89.5
+/85B
50
+/-80
+/-80
+/-80
+/-79.4
H-75.3
*1-71.3
44-67.5
2 52
+180
*180
+180
+/-77.7
*1.73.5
+1695
in 54
080
+/80
*I-79.8
+/-76
+1-71.8
58
+/80
+I80
+I-77.5
*1-73.8
58
+180
+1-79.4
44.75.4
60
+/80
+1-77.6
+7.73.5
62
*1-80
+/-75.8
84
+/-78.8
+/-74
66
+1-77.2
67.7/8
+/-74 9
7/16' LAMINATED
GLASS STACK
3/16" ANNEALED GLASS
USED AT CURVED
FRAME MEMBERS ONLY
Qa 11-7/8' O.C. MAX.
EXTERIOR
1-1/16" NOM.
GLASS STACK
3/16" TEMPERED /S ASS
7/16" AIR SPACE
USED AT CURVED
FRAME MEMBERS ONLY
11-7/8" O.C. MAX.
GLASS TYPE 3
• •e• • • • • • ••
• • •
• •
•
• •
•• ••• •• • • • ••
• • • • • • ••• • • •
• • • • • • It •
NOTES: • • • •
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCI9DIMENSIpN. • • • •
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • • • • • • • 41,
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONSVIMPLET6•Y FIT WTr4 4 • • • •
090" PVB INTERLAYER
3/16" HEAT STRENGTHENED GLASS
5/8.
GI ASS BITE
SHORT
SIDE
LONG SIDE -r-
1
SHORT
SIDE
I-
�- LONG SIDE -4-I
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
7116' LAMINATED
GLASS STACK
3/16' HEAT
STRENGTHENED GLASS
3/16" ANNEALED GLASS
.090' PVB
INTERLAYER
SHORT
SIDE
LONG
SIDE
PRODUCT REVISED
as complying with the Florida
Bulking Cade
NDA-No. 17-0614.11
expiration Dab 02/19/2019
By
Mlaml-D • roduct Control
NO CHANGES THIS SHEET.
Y
3
O
0
D_
DESIGN PRESSURE TABLES 1
U
•�n
MD-720-820.1
'ON
0.80
O
N
1ROHS
H
C16o5
Nm
as
M K/
'*sa()
1891ICI 11,,
11/
`'l.NuCEN•�4'i
* . No. 58705
A. LYNN MILLER P.E.
P.Es 68706
••• • • • • ••• • •
• • • e • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • 000 • •
a.
TABLE 4: _
Window Design Pressure (+ -, psi) for Glass Types 2 & 4
Lung Slde CO
67.7/8
72
78
80
84
88
92
98
100
104
109-1/2
112
118
120
124
128
132
136
140
144
30
+/.80
+180
+I-80
+1.80
+/80
+1-80
+1-80
*/80
+/-80
*/80
+180
+1-80
+1430
+/80
+1.80
+/-80
+1.80
+/80
+/80
+/-80
32
+1.80
+/-80
+180
+180
+180
+/-80
+180
+180
+180
.1.80
+/-80
+/80
+/-80
*/430
+180
+l-8)
*180
*1-80
+/80
+/80
34
+/80
+/-80
+/-00
+1-80
"180
+180
+1-80
+/80
+l$0
+/-80
+I-80
+/80
+180
+/80
+la
+180
+180
36
+1-80
+/-80
+1-80
+/80
+180
+1-80
+/-80
+1-80
+/80
+/80
+1-80
+/80
*180
x +/80
+180
44-00
38
+/80
+/80
+180
*/80
+/80
+180
*/80
+180
*I80
+/8D
+/80
+/-80
.H80
+/80
40
+180
*180
*1-80
+/80
+180
+180
*/80
+/80
+/80
+180
+180
*180
42
+/-80
+180
+180
+180
+/-80
*/80
+180
+180
+/80
+180
+180
44
+/-80
*/80
44-80
+1-80
+/-806
46
+!80
*I.80
+/80
+/80
+180
+180
+/80
*180
*180
8 48
*/410
+180
+180
+180
+/-80
+180
+180
+180
Of 50
44-80
+180
+180
+180
+180
*I80
+/80
52
+/80
*I80
+180
+!80
+/80
*1-79.1
CO 54
+180
+/80
+/80
+/80
+1-78.8
56
*/-80
+180
+180
+/-79.1
58
*/-80
+180
*/80
60
+/80
+/80
*/-79.3
62
+/-80
*/80
64
+180
+/-80
66
+/80
67-718
+/80
NOTES:
BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
7/18" LAMINATED
GLASS STACK
3/16' HEAT STRENGTHENED GLASS
USED AT CURVED
FRAME MEMBERS ONLY
11-718' O.C. MAX.
EXTERIOR
a
H-
.090" PVB INTERLAYER
3/16' HEAT
STRENGTHENED GLASS
6/8'
GLASS BITE
GLASS TYPE 2
'1-1/16" NOM.
GLASS STACK
3/16" TEMPERED GLASS
7716' AIR SPACE
USED AT CURVED
FRAME MEMBERS ONLY
CD 11.7/8' O.C. MAX.
7/16' LAMINATED
GLASS STACK
3/16' HEAT STRENGTHENED GLASS
3/16' HEAT STRENGTHENED GLASS
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1
SHORT
SIDE
SHORT
1
GLASS TYPE 4 SIDE
•• ••• • • • • • ••y
• L
• • •
• • • •
•
•• ••• •• • • • ••
• ••• • • ••• •••
• • • • •• • • •
• • • • • • •
• • • • •
8: •
• •• • _• • ••
••• • ••• • • •
�-•�— LONG SIDE
SHORT
SIDE
J
LONG
SIDE
I
_- I SHORT
�1 SIDE
PRODUCT REVISED
as complying with the Florida
Building Cod.
NOA-No. 17-0614.11
Expiration Date 02/19/2019
By /Y
Mia 'a- ' uct Control
NO CHANGES THIS SHEET.
NOG
Y
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MD-720-820.1
3M0
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�NV LYNN"/,,
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No. 58705
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STitfE
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''11111111111
A. LYNN MILLER, P.E.
P.E# 587D0
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
•
roLc J
Window Design Pressure (+/., psf) for Glass Type 5
Lang Side 8n
67-7/8
72
76
80
84
e8
92
96
100
104
109-02
&
6�1
r
L
1*
30
+90'-125.4
+90/-120
+901-1155
+90/-111.5
+90/-108.5
+90/.108
+90/-1045
*901-103.5
+90/-1025
+90/-100.7
490.97.9
32
*90/-118.9
+90-110.8
+90/-105.3
+901-101.6
+90/-98.7
+90/-95.7
+90/-923
+90/.90.6
+901-90.3
+149.9
+/49
34
+901.108.9
*901-103
+90/-98.8
+901-95.1
+90i.91.8
H-882
+/-84.4
*/.81.5
*180.1
*4-79.8
+1-79.4
38
+901.102.6
+905.97.1
+90/-928
H.88.9
H45.5
+5.826
*1-79.7
+1-77.2
*/-75.1
+1-73.4
+1-722
38
+90/-96.4
+91-92.2
*/-86.7
+143.2
+/80.7
+1-781
*/.752
+/-725
+1-70.3
+/88.5
+186.3
40
*90/-94.6
+/-83.2
+1-82.8
+1-79.8
+I-77.2
+1.74.3
+1.71.3
+7.67.9
+/.66.1
+/-63.4
+/41.6
42
*901-91.3
*/-847
4/-80.7
*/-77.4
*1-74.3
44.71.3
+1-68.2
+/847
+1816
+159.8
+/ 58.2
44
+I883
+/-824
*/.78.9
H-75.4
+1-721
*/-88.9
+145.6
+/-622
+/59.7
+1-57.5
48
+1-854
+1-80.8
+/-77.2
+1-73.8
+/.70.1
*I-658
+I63.5
+1b03
+157.7
48
+1.827
+1-79.3
H.75.6
+1-71.9
+/-88.3
+1849
+181.5
*/-58.2
50
+/.80.9
*1 -77.5
+1.74.1
*/-70.3
+/E8.7
H831
+159.7
52
+/-79.1
+/-75.6
+/-72.4
+I48.8
+/-65.1
H81.5
54
*I-77.4
+/-73.8
4/-70.5
+/.67.3
*183.5
58
+1-758
*/-72
+/-68.6
*185.3
58
+1-74.2
+1-70.3
*186.8
80
+1-727
+188.7
*/85
82
+/-71.2
+/-87.1
64
*/89.7
+/415.5
68
+188.3
87-7/8
+/47
EB
^u`
Window Design Pressure (+/-, psf) for Glass Type 7
Long Side (In)
87-7/8
72
76
80
84
88
92
96
100
104
109-1/2
a
•
`0
01
30
+90/-130
+90'-130
+90/-130
+90/-126
+801-122.8
+90/-119.8
*901-118.1
+90/-117
*901415.8
+90/-1127
+981-109.9
32
+901-130
+901-125.1
+90/-118.9
+93/-114.8
+90/.111.5
+901-108.1
+90/-104.3
+901-102.4
+90/-102
+90/-101A
+90/-99.7
34
+90.123.1
+90/418.4
+901-111.7
*90/-107.5
+9001-103.8
+90189.7
+90/-95.3
+90/-92.1
+90/60.5
+/80
+/-89.8
38
+90/-118
+901-109.8
*901-104.6
+90/-100.5
+90/-98.8
+90/-93.3
H-00
+/-87.3
+/-04.9
+1-02.3
+/-01.2
38
+901-111.2
+90/-104.2
+90/-97.9
+93/-94
+90/-91.1
+/.89.2
+184.9
+/41.9
*/-79A
+/-78.4
*/-74.3
40
+90/-108.9
*90/-89.6
+90i83.4
+90/.90.1
*/-87.2
+/84
+/-80.5
+/-76.7
+/-73.6
*/-70.9
+/-69
42
+90/-103.2
+9045.7
+901-01.2
+/-87.4
+/-84
+/-80.6
*1-77
+/-73.1
+1.89.8
+/88.9
*/-65.2
44
+90/-99.7
+90/-93.1
*/89.1
+/852
*/81.4
+/-77.8
+/-74.1
+/-70.3
+/-67.5
+/83.9
46
+90/-98.5
+90/81.3
4/87.2
+/83.2
+1-79.2
*/-75.4
+/-71.7
*/88.1
+/85.1
48
*90/-93.5
+/-89.6
*/-85.4
+/81.2
+1-77.2
*/-73.3
+149.5
+1459
50
+80/-91.4
.487.8
+/-83.7
+1-79.4
*/-75.3
*/-71.3
+147.5
52
+189.4
*/46.5
+/41.8
+1-77.7
4/-73.5
+/89.5
54
+187.5
+/83.4
+/-79.8
*/-78
+/ 71.8
56
♦/85.8 .
+/41.4
+/-77.5
+/-73.8
-
58
*/83.8
+1.79.4
+1-75.4
60
+/42.1
+/-77.8
+1-73.5
62
+/40.4
4./45.6
84
+/-78.8
+174
68
+1-77.2
87-7/8
+/-74.9
7/16' LAMINATED
GLASS STACK
3/16' ANNEALED GLASS
USED AT CURVED
FRAME MEMBERS ONLY
11-7/8' O.C. MAX.
EXTERIOR
a
1-1/16' NOM.
GLASS STACK
3/18" TEMPERED GLASS
7/16" AIR SPACE
USED AT CURVED
FRAME MEMBERS ONLY
)2 11.7/8' O.C. MAX.
EXTERIOR
a
090' SG INTERLAYER
3/16" ANNEALED GI ASS
6/8"
GLASS BITE
GLASS TYPE 5
GLASS TYPE 7
•• ••• • • • • • ••
•
• • •
•• •
• •
•• ••• •• • • • ••
NOTES: • ••• • • ••• •••
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE RUCK DIMEN910N. • • • • • •
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • • • • • •
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COM.L8TELY FI?WITHI•. • • •• •• •• •• •
4) THIS SHEET APPLIES ONLY 70 FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. • • • • • • • • • •
-•�- LONG SIDE +
1
SHORT
SIDE
111.
SHORT
SIDE
1
LONG SIDE -�
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
7/16" LAMINATED
GLASS STACK
3/16' ANNEALED GLASS
3/16' ANNEALED GLASS
.090' SG INTERLAYER
5/8'
GLASS BITE
SHORT
SIDE
SHORT
SIDE
LONG
SIDE
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0614.11
Expiration Date 02/19/2019
BY
MIam *duet Control
NO CHANGES THIS SHEET.
0100
0
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A._LYNN MILLER P.E.
P.E.• 58706
••• •
• •
• •
• • •
• •• •
• • ••• • •
• • • • •
••• • • •
• • • • • •
• • • •• ••
• ••• • •
TABLE 7:
Window Design Pressure (4/-, pet) for Glass Types 6 8 8
Long Side (n)
87-7/8
72
78
80
84
88
92
96
100
104
109-112
112
116
120
124
128
132
136
140
144
30
+901-130
.90/-130
+90/-130
+901-130
+901-130
+901-130
+901.130
+901-130
+901-130
+901-130
+901-130
+901-130
+931.130
+90/-130
+90/-130
+901.130
+90/-130
+901-130
+901-130
+90/-130
32
+991-13)
+901.130
*9 /-130
+90/-130
+90/-130
+90/130
+901.130
+90/-130
+98/-130
+93-130
+90/430
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+901-130
+90/-130
+90/-130
34
+90/-130
+901-130
+90/-130
+901-130
+90/-130
+90/-130
+901-130
+901-130
+901-130
+901-130
+90/-130
+901-130
+90/-130
*901-130
+90/-130
+90/-130
+901.131)
+901-133
+90/-130
+901.130
+901.130
+90/-130
+90/-130
+90/-130
+901.130
+90/-130
+901-130
*90/-130
+93-130
.90/-130
+901-130
+901-130
+901-130
.36
38
+90/-130
+991-130
+90/130
+901-130
+901-130
+90/-130
+901-130
*901-130
+90/-130
+90/-130
+90/-130
+90/-130
.901-129,2
+90'-127.3
40
+93-130
+90/-130
+93-130
+90/-130
+90/-130
+901-130
+901-130
+901.133
+901.130
+901-126.8
+90/-1232
+93/ 122
42
+93-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+93-129.3
+90.-123.2
+90-119.7
+93/-116.4
44
+90/ 130
+90/-130
+90/.130
+901.133
+901-130
+901-130
+90/-130
+93-124.5
+93-119.4
+90/-115
48
+93/.130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+93-126.9
+93-120.5
+93-115.3
2 48
+90/-130
.90.1-130
+90/-130
+93-130
*901-130
+93-129.7
+901-123
+93-116.5
N 50
+90/-130
+90/-130
+90/-130
+90/-133
+90/-130
*901-1262
+139.4/-119.5
2 52
+90/-130
+901-130
+901-130
+90/-130
+901430
+6881123
N 54
+93-130
+90/-130
+90/-130
+93-130
+88.8/-127.1.
58
+90-130
+90/-130
+90/-130
+994/-129
58
+90,-130
+90/-130
+90,1130
60
*91-130
+901-130
+39.81-129.3(
62
+901-130
+901-130
64
+90/430
+901-130
66
+901-133
67.7/8
+93-130
NOTES,
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT " FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
1-1/16' NOM.
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
771E LAMINATED
GLASS STACK
HEAT STRENGTHENED GLASS
4'
GLASS STACK
.090"SG INTERLAYER 3/16" TEMPERED GLASS
3116' MEAT3/16'
STRENGTHENED GLASS 7/16' AIR SPACE —
Ii
7/16" LAMINATED
GLASS STACK
3/16" HEAT STRENGTHENED GI o-RS
HEAT STRENGTHENED GLASS3/16"
.090" SG INTERLAYER SHORT�
F— LONG SIDE
LONG
SIDE
O
/
SHORT
I!II
USED AT CURVED
FRAME MEMBERSONLY 0
i
l
1I
USED AT CURVEDO I
5/8" FRAME MEMBERSONLY Q
GLASSBITE
5/8"C011-7/8"O.C.MAX
I GLASS BITE1
���,%
@ 11-7/8'O.C.MAX.1
I
SIDE —+�
1111
® ii��%%//.////�
�— LONG
EXTERIOR
+ �� T—
Z� EXTERIOR " t
a CO ® a 410 CO ® SHORT
GLASSTYPE6 GLASS TYre • • • • • • • • ii•
/
/
SIo
• • ••
• • • •
•
•• • • • •• • • • ••
• •••. • • • • • •••
• • • • • • • •
• • • • • • •
— • • • • •
• •• • • • • • ••
• • • • • • • • • •
SHORT
SIDE
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• • • • • • • • • • • •
000 • • • 04141 • •
PRODUCT REVISED
as complying with the Florida
Building Cod.
NOA-No. 17-0614.11
Expiration Data 02/19/2019
By
Miam °' a • ' - - uct on . o
NO CHANGES THIS SHEET.
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DESIGN PRESSURE TABLES 4
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A. LYNN MILLER. P.E.
PEA 58705
INSTALLATION
TYPE A
WINDOW
BUCK
HEIGHT
TIP -TO -TIP
WINDOW
HEIGHT
EDGE
DISTANCE
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
4
EXTERIOR
VISIBLE
LIGHT
HEIGHT
WINDOW
BUCK
HEIGHT.
2-3/4"
Fn
11
O
EMBEDMENT
1 1
—1_1/4" MAX
SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
11-7/8" O.C. MAX.
STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 8,
THIS SHEET
EMBEDMENT
INSTALLATION
METHOD D
INSTALLATION ANCHOR
UNDERNEATH THE
BEADING
--1/4' MAX SHIM
EDGE
DISTANCE
INSTALLATION
TYPE C
EMBEDMENT
1/4" MAX
SHIM
A
.e/o50W.M, S,PA.1.1■
CONCRETE/CHU
PER ANCHOR
REQUIREMENT
1/4' MAX. SHIM
ro
Oat 111T 1,\ WWI
i to
INSTALLATION
TYPE B
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET
EXTERIOR
L I O
VISIBLE IGHT VIDTH=
IfY' f WINDOW BUCK WIDTH - 2-3/4"
WINDOW BUCK WIDTH
TIP -TO -TIP WINDOW WIDTH
EXTERIOR
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD,
SEE SUBSTRATE PROPERTIES,
TABLE 8,THIS SHEET
\\\ I ISXE NO E 2UTH SS EET
CONCRETE PER
ANCHOR
REQUIREMENT
INSTALLATION EDGE TYP. ANCHOR TYPE, EMBEDMENT
DISTANCE AND EDGE DISTANCE PER
TYPE B SUBSTRATE, SEE TABLE 8, THIS SHEET
VERTICAL SECTION B-B -
HORIZONTAL SECTION A -A
•
EMBEDMENT
CONCRETE'CMU
PER ANCHOR
REQUIREMENT
--_ -
Anchor
Substrate
Mln. Edge
Distance
Embedment
Max O.C.
BDeoM
Spacing
#12 cr #14 410 SS Screw
P.T. Southern Pine (SG=0.56)
8/18'
1-3/"
17
Aluminum, 8063-T5 Min.
3/8•
0.083` •
17
A38 Steel
3/8"
0.083• •
12'
Steel Stud, Gr. 33 min.
318'
0.045' (1 S Gs) •
12'
#12 or 014 Steel BORN (G6)
P.T. Southern Plne (SG"0.55)
0/18'
1-3/8'
17 -
Aluminum, 8063-T5 min.
318'
0.083' •
17
A38 Steel
3/8'
0.083• •
17
Steel Stud, Gr. 33 min.
3/8'
0.045' (18 Gay •
12"
V4. 410 SS CreteFkx
Ungmuted CMU, (ASTM C-90)
2-1/7
1-1/4'
17
Concrete (mln. 3.35 ball
1'
1-3/4"
17
1/4' Steel Ultracbn
Concrete (min. 2.65 kel)
1"
1.3/4'
17
Concrete (min. 2.85 kel)
2-1/7
1-3/8'
17
Ungmuted CMU, (ASTM C90)
2-1/7
1-1/4"
17
Grouted CMU, (ASTM C.93)
2-1/7
1-3/4•
12
5l18' Steel u8reean
3.5 Eel)
Concrete (min.7
1-V4'
1-3/4•
1
Scouted CMU, (ASTM C-90)
2-1/7
1-3/4"
17
•MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
INSTALLATION NOTES:
1. USE ONLY ANCHORSI.OEQQ ljHIsSHiET. RIVLOW/MBiDMEtiroND EDGE
DISTANCE LIMITS. • • • • • • • • •
• • •• • • • • •
2. WOOD BUCKS DEPIOFED ON TNN SFEETIAS WX', ARE OLC•S WHOSE TOTAL
THICKNESS IS LESS THAJJ1-112'. 1, WOODOUCRS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTL'rIO SOLIDLAJCREREP WOOD BUCKS DePlOPEI1 AS'2X'ARE 1-1/2'
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
3. FOR ATTACHMENT•TO YFIj4: THE STFOJCTURAL MEMBER SI•yv j ef.qg i SIZE TO
PROVIDE FULL SUPPORT TOTHE WINDOW TIRANf. • • •
• • • • • • •
4. IF APPLICABLE, BOWER DESIGN •RES0URE F.OMEITFER WINDOW OR•MULUON NOA
APPLIES TO WH0.E SYSTE: • • • • • • • •
••• • • • • • • •
EDGE
DISTANCE
Material
Min. F,
Min. F.
Sled Soso
92 Eel
120 kal
410 Soar
90 kd
110 Ed
Elan UkraC6 •
155 ksi
177 ks1
410 SS Elea CretePkxe
127.4 Eel
tae.? hi
6063-T5Alumiwm
la kd
22 kat
A36 Stud
36 Mal
58 td.
Gr. 33 Sued Stud
33 kd
45 kW
PRODUCT REVISED
as complying with the Florida
Building Co
Noe -No. 17-0614.11
Expiration Data 02/19/2018
BY
N mi-
uet
NO CHANGES THIS SHEET.
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A. LYNN MILLER PE.
P.E1t 58705
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
000 • • • ••• • •
EDGE
DISTANCE
2X W000 BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE E
EMBEDMENT
O
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT =
WINDOW
BUCK
HEIGHT -
23/4'
EMBEDMENT
He
-{_1/4" MAX
SHIM
L
EDGE
DISTANCE
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
11-718' O.C. MAX.
•
"" I
INSTALLATION
TYPE F
STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 9,
THIS SHEET
•
INSTALLATION
TYPE G
INSTALLATION
TYPE F
1X WOODBUCKSTRIP.
EMBEDMENT- SEE NOTE 2, THIS SHEET
1/4'SHIMMAX
AWtAn,11d'11 '.\ T1‘1111
O
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
1/4' MAX. S-1 --►{
ri
INSTALLATION
TYPE H
1/4" MAX SHIM
EXTERIOR
EXTERIOR
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 9,THI5 SHEET
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
I EDGE \
DISTANCE
VERTICAL SECTION D-D
CONCRETE PER
ANCHOR
REQUIREMENT
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 9, THIS SHEET
VISIBLE LIGHT WIDTH
WINDOW BUCK WIDTH - 23/4"
WINDOW BUCK WIDTH
HORIZONTAL SECTION C-C
TABLE 9:
EMBEDMENT
CONCRETEJCMU
PER ANCHOR
REQUIREMENT
1
EDGE
DISTANCE
Anchor
Substrate
Mkt. Edge
Distance
Min. Embedment
Max O.C.
8paaH
#12 or#14 410 SS Screw
P.T. Southern Piro (SG"0.55)
9/16'
13/8'
12'
Aluminum, 8083-T5 min.
3/8'
0.083' •
12'
A36 Steel
3/8'
0.053' •
12
Steel Stud, Gr. 33 min.
3/8'
0.045' (18 Ga) •
12'
#12 or #14 Steel Screw (G5)
P.7. Southern Pine (8Gw0.55)
9/18'
13/8'
12'
Aluminum, 6083-T5 min.
VW0.083"
•
12'
A38 Steel
3/8'
0.063" •
17
Steel Stud, Gr. 33 min.
3/8'
0.045' (18 Ga) •
12'
114' 410 SS CnkaFkx
lklgrouted CMU, (ASTM C-90)
2-1/2
1-1/4'
12'
Concrete (min. 3.35 Lat)
1'
13/4'
12'
1/4' Steel l itracon
Concrete (mkt. 2.85 kat)
1"
1-3/4'
12"
Concrete (min. 2.85 kai)
2-1/7
1-3/8'
12'
Ungtoated CMU. (ASTM C80)
2-1/7
1-1/4'
12'
Grouted CMU, (ASTM 060)
2-117
1314'
12'
5/16" Steel llltmeon
Conenu (mkt 3.5 ksi)
1-1/4'
13/4"
12'
Grouted CMU, (ASTM C-90)
2-1/2'
13/4"
12'
• MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
'UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS.
2. WOOD BUCKS DEPIRRD ynt PS SA EE1 AS "1R', ARNBUQ(S WHIMIE TOTAL
THICKNESS IS LESSTHAN 1-1/2". WC I?BUC)CS ORE ePTICNAL•IF UNIT CAN BE
INSTALLEDRD GREATER.
DIRECTLY IO ALLA11 NCT .a 'r BU EPICTTD AS '2X" ARE 1-12
THICK OR GREATER. 11Q$rALLAi1 T T S 1-ST% T D ,JGIjpKS TO BE
ENGINEERED BY OTeiJ4 OR•A4 gPP B �I a TY V1, RISDICTION.
3, FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO
PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4, IF APPLICABLE, LOWER SESIGN PRESSURE FROM ErTHERIMOAPO0/. MULLION NOA
APPLIES TO WHOLEYSTEi4. • . • • •
• f • • • - •
• •• • • • • • ••
• • • • • • • • • •
Mat.8
Mln. F,
Min F.
Stay Saw
92 lei
120 Lai
410 Screw
90kei
110ka1
Eioo UneCon•
155 lei
177 kal
410 SS FJoe GeloP1m80
127.4 kat
189.7 kd
8063-15 AUntlnum
16 Lai
22 Lai
A38 Steel
38lei
60 kel
Or. 33 Steel Stud
33 kat
46 ke1
PRODUCT REVISED
as complying with th• Florida
Building Code
NOA-No. 17-0614.11
Expiration Date02/19/2019
By /L
MIaml-Da•" r"• uct Control
NO CHANGES THIS SHEET.
6
M_
04
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A LYNN MILLER P.E.
P.E.# 58705
• • • • • • • • • •- •
• • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • • •
• • • • • • • • • •
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE — EMBEDMENT
DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
INSTALLATION
TYPE I
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT-
2-2/4"
INSTALLATION
TYPE J
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2. THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
11.7/8" O.C. MAX.
EMBEDMENT -�
EDGE
DISTANCE
L1/4' MAX
SHIM
1/4' MAX. SHIM
INSTALLATION 01
TYPE L111
#10 STEEL
SELF -DRILLING SMS
SEE TABLE �j
THIS SHEET
(I %/ 11
2X WOOD BUCKSTRIP 1:7) ii
OR FRAMING, SEE
NOTE 2, THIS SHEET
1/4' MAX SHIM
INSTALLATION
TYPE J
EDGE I.—
DISTANCE —_ I 1/4' MAX
I SHIM
2X WOOD BUCKSTRIP
C
EMBEDMENT
2X WOOD BUCKSTRIP OR FRAMING, SEE
OR FRAMING, SEE NOTE 2, THIS SHEET
NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 10, THIS SHEET
EDGE DISTANCE
EDGE DISTANCE
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 10, THIS SHEET
EXTERRIOP
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES.
TABLE 10,THIS SHEET
VERTICAL SECTION F-F
INSTALLATION
TYPE K
EDGE DISTANCE -+{
EMBEDMENT
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH - 2-3/4'
WINDOW BUCK WIDTH
HORIZONTAL SECTION E-E
EXTERIOR
.. ---- Anchor
Min. Edge
Distance
Max. O.C.
Spacing
S
24/2' x .113" Box Nag
P.T. Southern Pine (BG=0.55)
5/16`
2-1/2' x .131' Common Nag
P.T. Southern Pine (SG=0.55)
3/8"
5'
2.1/2" x .145' Racing Nell
P.T. Southern Pine (S0=0.55)
3/8'
5"
MO x 1' Steel Screw (G5Y
P.T. Southern Pine (SC3=0.55)
1/2'
5"
0.093' Aluminum, 6063-T5 min.
5/16'
5'
1/1r A36 Steel
5/16'
5"
0.045' (18 Gal Steel Stud, CS. 33
5/16'
5"
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT
AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IX', ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL
IF Ult•yT ANI�BM ST DIR�E TLY Ol S IDc�r� RETE. WOOD
BI.�IZSbEPTCTE 14"2)ARF 1.1Q" T jIC SjRERTER. INSTALLATION
TC THE SUBSTRATE WOOS BLipKS•TO WGINEERED BY OTHERS
OR AG APPROAD BY AU4HOGITYGlAMgLII y.lRISL 1lON.
• • • • • • • • •
3. UGEL ATTACNI&NT 111LSIETAL•THE 90fRIACTUOAL MEMBER SHALL BE
OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MILI(ytAAPPLIEVO WHOSE SYSTEM• • • • •
• • • • • • • •
• • • • • • •
• • • • •
• •• • • • • • ••
• • • • J•• • • •
Materiel
Min. F,
Mkt. F.
Steel Screw
e2 kel
120 kst
6061T6 Aluminum
16 kat
22 ke1
A36 Steel
36 ki
58 kel
Gr. 33 Sisal Stud
33 kat
46 kei
PRODUCT REVISED
as complying with the Florida
Building Coda
NOA-No. 17-01314.11
Expiration Dat• t 19/2019
BY
Miam°' - "' uc on•
NO CHANGES THIS SHEET.
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A. LYNN MILLER, P.E
PEA 58705-
••• • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
000 • • • 000 • •
INSTALLATION
TYPE M
O
WINDOW
BUCK
HEIGHT
writ'.
EDGE
DISTANCE
//
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
C
EMBEDMENT
EXTERIOR
VISIBLE
uGHT
HEIGHT =
WINDOW
BUCK
HEIGHT-
2-3/4"
INSTALLATION
TYPE N
3
t_1/4" MAX
SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
a 11-7/8" O.C. MAX.
CD
sal
T
O
EDGE
DISTANCE
INSTALLATION TYPE M
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
1/4"MAX. SMIM--r-1
INSTALLATION
TYPE 0
STEEL
SELF -DRILLING SMS
(G5), SEE TABLE 11,
THIS SHEET
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
�1/4" MAX SHIM
EMBEDMENT
1 /4' MAX
SHIM
2X WOOD BUCKSTRIP
OR FRAMING. SEE
NOTE 2, THIS SHEET
EXtEERIOR
MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 11,THIS SHEET
1X WOOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
EMBEDMENT
EDGE
DISTANCE
VERTICAL SECTION H-H`
INSTALLATION NOTES:
INSTALLATION
TYPE N
1X WOOD BUCKSTRIP, SEE
NOTE 2, THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
VISIBLE LIGHT WIDTH =
WE/DOW BUCK WIDTH - 23/4'
WINDOW BUCK WIDTH
HORIZONTAL SECTION G-G
•
EMBEDMENT
EDGE
DISTANCE
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
EXTERIOR
Anchor
Substrate
0095t1
Ailn. Embedment
6pec D.C.
#12 or #14 410 SS Screw
P.T. Southern Rne (SG=0.55)
9/16"
13/8'
3.7"
Nuninum, 6083-T5 min.
3/8"
0.083" •
3.T
A36 Steel
3/8"
0.063" "
3.T
Steel Stud Gr. 33 min.
3/8"
0.045" (18 Gal •
3.T
#12 tt#14 Steel Screw (GS)
P.T. Southern Pine (SGs0.55)
9/16"
1-3/B"
3.7'
Alurtinum, 6063-T5 min
3/8"
0.083" •
3.7"
A38 Steel
3/8"
0.083" •
3.7•
Steel Stud, Gr. 33 min.
3/8"
0.045" (18 Gal •
3.7'
1/4' 410 SS OereFlez
Ungraded CM U, (AS-1M C-90)
2-1/2"
1-1/4"
B.T
Concrete (mE. 3.35 kat)
1"
1-3/4"
B.T
114' Steel Utreem
Concrete (min. 2.85 kal)
1"
1-3/4"
6.7'
Concrete (min. 2.85 ksi)
2-1/2'
1-3/8"
6.T
Urgrouted CMU, (AS1M C-BD)
2-1/2"
1-1/4"
6.T
Grouted CMU, (AS1M C-90)
2-1/2"
1-3/4"
6.7"
5i16' Steel Utrecon
Concrete (mkt 3.5 kel)
1-1/4"
1-3/4*
6.T
Grouted CMU, (ASTM C-90)
2-1/2"
_ 1-314'
6.T
• MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
"UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
•• • • • • • • • • ••
• • • OOOOO •
1. USE ONLY ANCHORS USTED ON THIS SHEET. FOLLa'%EMBEDAT Ai/It 4)G( 1S' ANCtidgfTS! •
•
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "IX", AiolLeu K` 1�IEr)SE TOiPL THICKNESF IS �ESS14IAN 1-1/2". 1X WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS '2X" ARE
1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
APPROVED BY AUTHORITY HAVING JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL M�MB SSALL BE • �I•A� SIZE PROVIOE.te eSUR':Rr TO THE
WINDOW FRAM
E. ME. _• • • •• • • • •
4. IF APPLICABLE, LOWER DESIGN PRESSURE FRAM EITHV ERMVSJDO OR E3.LKgi 4 A!PUCS TQ WHO=E•SYSTEM:
••• • • • • • • •
Material
Min. Ft
Mkt. F.
Steel Screw
92 ka
120 ksi
410 Screw
- 90 ksi
110 kal
Else l6aaCord
165 ksi
177 ksi
410 SS Etc CreteFtez•
127.4 ksi
189.7 ka
6063-T5 A1urErure
16 Eel
22 kal
A36 Steel
36 ka
E8 kW
Br, 33 Steel Stud
33 ksi
45 Mil
PRODUCT REVISED
as complying with tic. Florida
Building Coda
NOA-No. 17-0614.11
Expiration Data 02/19/2019
oduct
JR - 06/06/17 - UPDATED
ANCHORAGE TO FBC 2017.
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A.
A. LYNN MILLER PE.
P.E.# 58706
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
ALL CORNERS TO
USE GASKET
AND/OR SEALANT
ASSEMBLY DETAILS FOR
FLANGE & EQUAL -LEG FRAMES
90' CORNER
FRAME ASSEMBLY
EQUAL -LEG FRAME
—FLANGE FRAME
ANGLED/CURVED
FRAME ASSEMBLY
EQUAL -LEG FRAME
FLANGE FRAME
MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT AT ALL CORNERS
ASSEMBLY DETAILS
FOR FIN FRAMES
90' CORNER
FRAME ASSEMBLY
ALL CORNERS TO
USE GASKET
AND/OR SEALANT
.. ••• • • • • • ••
•
• • •
• • •
•
•• • III • •• • . . ••
• •.• • • • • • • • •
• • • . • • • •
• . • • • • •
• • • • •
• • • • • • • • • •
• • • • • • • • • •
ANGLED/CURVED
FRAME ASSEMBLY
MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES. SEALANT AT ALL CORNERS
PRODUCT REVISED
as complying with the Florida
Building Code
HOA-No. 17-0614.11
Expiration Date 02/19/2019
BY
MlaraProduct Control
NO CHANGES THIS SHEET.
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it:
G NI.58705
"17
••,'',s�ONAL IIIIIIEN:s.
A. LYNN MILLER P.E.
PEA 58706
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
•
Item
N
POT Part#
Description
Material
1
4253C
Flanged Frame
Alum. 6063-T5
2
4285
Equal -leg Frame
Alum. 6063-T5
3
4256
Integral Fin Frame
Alum. 8083-T5
4
4255
7/16" Lami. Glass Beading
Alum. 8063-T5
5
4254
LO. Glass Beading
Alum. 8063-15
8a
4270
Installation Fastener Cover
Alum. 6063-T5
6b
4224
Installation Fastener Cover
Rigid PVC
10
70589C
Gasket (at 90° comer joints)
Polyethylene
11
TP247/8
Vinyl Bulb Weatherstrip
Flex PVC, Duro. 65 +/-1
13
Dow 791, 899 or GE 7700 Backbedding
5licone
20
71652K
Setting Block, Mono. 3/16" x 7/16' x 4'
Neoprene, Duro. 85+/-1
21
71704AK
Setting Block, I.G. 3/16' x 13/37 x 4'
Neoprene, Duro. 85 +/-1
29
#8 x 1-1/4" FH SMS
Stainless Steel
30
781PDX
#8 x 1° Quad PH SMS
Stainless Steel
SILICONE
STRUCTURAL
POLYISOBUYLENE
WITH DESICCANT
EXT. GLASS
KODISPACE
76 4SG TPS
E13
1/4" NOM.
INT. GLASS
STRUCTURAL
SILICONE
FOAM
WITH
DESICCANT
76
SUPER
SPACER®NXTlr
Part #
Description
Material
75
Kommeriing 4SG TPS Spacer System
See this
Matet for
Materials
76
Quanex Super Spacer nXT with Hot Melt Butyl
77
Quanex Duraseal Spacer
78
Cardinal XL Edge Spacer
REFERENCE TEST REPORTS: FTL-8717, 8988 & 897
1.875'
1.000"
$ .500'
2.784'
.0g4"
FLANGE FRAME
#4253C, 6063-T5
1 .970'
875"
IT .060"
7/16" LAMI.
OGLASS BEADING
#4255, 6063-T5
HOT -MELT BUTYL
3/16" NOM.
BUTYL &
DESICCANT
FOAM
EXT. GLASS EXT. GLASS
.062' .
1.375"
2.784'
0g4" —J �-
43
050-,06a
OEQUAL -LEG FRAME
#4285, 6063-T5
.346"
.875'
F.-11-.4— .050"
I.G. GLASS
BEADING
#4254, 6063-T5
ALUMINUM
REINFORCEMENT
5/16' NOM
INT. GLASS NT. GLASS
77
DURASEAL®
SPACER
•
POLYISO-
BUTYLENE
SEAL
ROLL -FORMED
STAINLESS STEEL
EXT. GI ASS
.062'
1.375' 1_
.500"
1.12 "
.077"
3 FIN FRAME
#4256, 6063-T5
.050"
INSTALLATION
68 FASTENER COVER
#4270, 6063-T5
DESICCANT FILL AREA
5/16" NOM.
SILICONE SEAL
78 XL EDGE TM
0 SPACER
•• ••• • • • • • ••
• • •
• •
•
•
•• ••• •• • • • ••
•
• ••• • • ••• •••
• • • • • • • •
• • • • • • •
• • • • •
• •• • • • •- • ••
••• • ••• • • •
INT. GLASS
062'
.00r
PRODUCT REVISED
as complyln. with the Florida
Building Cod•
NOA-no, 1T-0614.11
Expiration Dat•02/19/2019
B
Mlaml-O • Product one
NO CHANGES THIS SHEET.
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0
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No. 58705
''%SJ.NAI. BN. •`.•
r
irinlill
A. LYNN MILLER, P.E
P.E.• 58705
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
000 • • • 000 • •
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and t:hrea-IJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. R
reserves the right to revoke this acceptance, if it is determined by Miami —Dade 41.1i4y ProdEluct.C�ontroj,
Section that this product or material fails to meet the requirements of the applicable.11giNi ig code. . •
This product is approved as described herein, and has been designed to comply w.it,Ib the Florida. u ilding;
Code,-incIi�'dinggt�the High Velocity H anc-Zon�___.—
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion
0
a ' - : .. 10 lE:ttact-
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
•.••
• •••
• • •
•• •
Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/21/117 :with .revision G
dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-pasle County Product
Control Revision stamp with the Notice of Acceptance number and expiration date by the Mt4n4-Dads'
County Product Control Section.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
MIAMI-DADE COUNTY
APPROVED
Expiratio ' ate.
Approval Date: November 09, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94 i
4) Large Missile Impact Test per FBC, TAS 201-94 • •
5) Cyclic Wind Pressure Loading per FBC, Ti 2 94 �• ••
6) Forced Entry Test, per FBC 2411.3.2.1, and.T4 202-9;1. •; . • •
•
along with marked -up drawings and installation diagram. ce dipped aluminum •
mullions, prepared by Fenestration Testing Lab, Inc., Test .Report No. •F ,-6443 •
(samples A-1 thru E-1), dated 02/28/11, and addendum letter anted 05/057ir igned•:•••
and sealed by Marlin D. Brinson, P.E. •
•..'•
(Submitted under NOA No. 10-0819.05) • ..
C. CALCULATIONS •
•
1. Anchor verification calculations and structural analysis, complying witrifjiC 54
Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
Jorge M. Plasencia, P.E.
Pro'uct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
.
•
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5'h Edition (2014) and FBC-6t Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
• •
•
• • • j
• • • •
•• • •• • •
• • • •
• ••
•
• • •
•.•• •.••
• • • •
•••• • • • •
• • • •
• • • • •
•• •• •• •
• •
• •
• • • •
• • • •
• • • • •
• • •
•• • • • • • • •
Jorge M. Plasencia, P.E.
Pp(duct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
E - 2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE
MULLIONS
SEE DBTNLS
A THRU 0;
SHEETS 2-4
7
VERT.
\
MULL
LENGTH
OPENING WIDTH FOR VERTICAL MULL
sEE DETAILS
1DA-,G,H;
SHEETS 24
HORIZONTAL
MULL
LENGTH
/ SEE DETAILS
SHEETS 24
HORIZONTAL
MULL
LENGTH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
OPENING
HEIGHT
FOR
40R17_
MULL
SINGLE MULLION
h SEE CORRESPONDING DETAILS
FROM FIGURE 1 ABOVE.
CODES / STANDARDS USED:
42017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
• 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S100-12
• AISC 360-10
ARCHES TO BE
INSCRIBED INSIDE
RECTANGULAR
SHAPE
SEE DETAILS
A THRU G:
SHEETS 24
OPENING
HEIGHT
FOR
HORIZONTAL
SEE DETAIL E, MULL
SHEET 3
FENESTRATION
PRODUCTS MAY
-BE OF ANY TYPE.
MUST BE
MANUFACTURED
BY PGT.
--HORR. MULL LENGTH-1
OPENNG WIDTH
FOR VERT CAL MULL
OPENING WIDTH
FOR VERTICAL MULL
MULTIPLE MULLIONS
GENERAL NOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
HAVE BEEN TESTED AS 'FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP.
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN THIS ANCHOR EVALUATION.S THE 6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS OOOD SCREWS.
INUSED
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE. LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
11) QUANTITY WIDTH/HEIGHTOF UNITS WITIN A MULTIPLE OF EACH INDIVIDUAL MULLION COMMPPLIES WITH THE ASSEMBLY IS NLIMITED PROVIDED THAT REQUIREMENTS E SPAN AND OPENING
REQUIREMENTS OF THIS 840A
VERT.
MULL
LENGTH
GENERAL NOTES..........__....._.._
INSTRUCTIONS 1
ELEVATIONS.........._........_....___
MULL TO 2X WOOD........._........_2
MULL TO 1X a MASONRY......_-2
INSTALLATION NOTES. 2
MULL TO STEEL ..... 3
BAY MULL INSTALLATION... ........ 4
1 X 2 X.126 MULL SPECS..........._..6
1 X 2 X .376 MULL SPECS-............. 6
1 X 2.75 X .376 MULL SPECS.._..._.?
1 X 2.75 X.66 MULL SPECS 8
1 X 3.125 X S00 MULL SPECS_9
1 X 4 X .126 MULL SPECS..-..____ 10
1 X 4 X.375 TUBE MULSPECS11
1 X4 X.375 T MULL SPECS11
126 X 3.188 X 266 MULL SPECS12
125 X 3.25 X .100 MULL SPECS13
126 X 325 X .624 MULL SPECS_14
125 X 3.04 X.624 MULL SPECS_15
2 X 4 X 25 MULL SPECS.. ___ 18
2 X 8 X 25 MULL SPECS_...._.._17
128 X 2.11 X.126 MULL SPECS_18
30' X 325 BAY MULL SPECS..._19
45' X 325 BAY MULL SPECS. ..... 20
MULLION & CLP DIMENSIONS.._,. 21-23
EXAMPLES 1 a 2..-..........._..__.._.24
LOADING EXAMPLES..... _........._25
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING USING THE ASCE•7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR' OR 'TRIANGULAR/TRAPEZOIDAL".
4) FIND THE CHOSEN MULUON'S MULLION CAPACITY (LBS/FT) FROM TABLES 1A THROUGH 16A, ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE
MULLION CAPACITY (LBS/FTI. OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LEIS/FP) FOR THE OPENING OBTAINED IN
STEP 1).
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
6) FROM THE ANCHOR CA PACILtr(LLS)Tre yl'I TIE SA14E:SHLTT AND USING YOUR ACTUAL. CONDITION
SUBSTRATE ( MULTIPLE
ANCHOR/SUBSTRATE/ANCHOFjCUP PATT N P EL T TIN A ICHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
CAPACITY IS MET. • • • • • • • • • • • .
7) IF THE MULLION CAPACITY (B3P).1FEIPTAINEDNIEHE TABLE Ifi HICHEQ /HAN THE DESIGN PRESSURE REQUIREMENT (LBS)FT') FOR THE
OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PR£SSVRE424TjNG (LBS/Fj') FOR ZHE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY (LEIS/FT' OBTAINEDWOR Ti1E MULLIQpI S4STWIJr itlE LOWEILQF TIIIITEVO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
PRODUCT ASSEMBLY. • • • • • • •
• • • •• • • • • •
9) HIGHLIGHT OPTION USIV j NO TABLE VALUES USED Ng A •PECIFIOW APBLICA WHEN USING THIS NOA TO APPLY FOR A PERMIT.
• • • • • • • •
re
Lu
COPYRIGHT ® 2017 PGT INDUS
gyN
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PRODUCT REVISED
as complying with th• Florida
Building Code NOA-Ho 17-0630.01
Expiration Date 05/26/2021
By
Miaml�
MI
- � Product Control
3
O
\.\`ONY LYNAj 1",'-
,�,; No 58705
/'///6:1ONAI E? S\ S
A. L'MV MLLdffiRL�.E.
FL P.E.# 58705
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • •, • •
• • • 410 • • • • • • •
000 • • • 000 • •
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
EITHER THE
STANDARD OR
OFFSET MULL
CUP MAY BE
PETALLED BY
THIS METHOD.
EMBEDMENT
FRONT VIEW
MULLION
EXTERIOR
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1B-IRS
BUCKSTRIP
AND
ATTACHMENT
BY OTHERS,
SEE NOTE 1,
SHEET I.
EDGE
°STANCE
FOR WORD
SCREWS
SIDE VIEW
160' MAX FOR
ALL MULLIONS
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS.
MULLION
SEE SHEETS
21-23 FOR HOLE
LOCATIONS
AIL B:
MULLION ATTACHED T,1X 11
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
I
EXTERIOR
THE OFFSET CUP IS
RECOMMENDED FOR
FIN -FRAMED
WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 18.16E
EDGE/END
DISTANCE
SEE TAW PS
1B-138
EDGE
DISTANCE
FOR
MASONRY
ANCHORS
T
EMBEDMENT' ... ... . .
•
MN 27 KSI CONCRETE OR CMU
FRONT VIEW
MULLION
BUCKSTRIP
AND
ATTACHMENT
BY OTHERS.
SEE NOTE 1.
SHEET 1.
•• ••• • • • • • ••
•
• • •
• • • •
•
•• ••• •• • • • ••
• ••• • • ••• •..
• • • • • • • •
• • • • • • •
• • • •• _• • • • •
• •• • • • • • ••
••• • ••• • • •
MN2.TKSI
CONCRETE OR CMU'
EDGE DISTANCE
FOR MASONRY
ANCHORS
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1B-13B
BUCKSTRIP
AND
ATTACHMENT
BY OTHERS.
SEE NOTE 1,
SHEET 1.
TYP. ANCHOR
PER SUBSTRATE.
SEE SEE TABLES 18-138
EDGEW
• I DISTANCE,
uRR"}
SEEEESEEE TABLES
/B-13B
SIDE VIEW
(/1
3
t2
8
ETHER THE
STANDARD OR
OFFSET MULL
CLIP MAY BE
NSTALED BY
THIS LB-mDD.
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PRODUCT REVISED
as complying with the Florida
Bull6ng CoM
Now -No. 1 T-0630.01
Expiration Date 05/26/2021
By
Mum r*duet Control
d 11111111111
ONY LYNNM'/O
* No.58705
:C( *-
5 ATE F •(V
'//„Ti NAL ¶ s
A. LYN/PI WL'ER, P.E.
FL P.E.# 58705
• ••
•
•
•
•••
• • • ••• • •
• • • • • •
• ••• • • •
• • • • • • • •
• •• • • • •• ••
• • ••• • •
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CUP SHOWN)
\�I
EITHER THE
STANDARD OR
OFFSET MULL
CUP MAY BE
INSTALLED BY
THIS METHOD
MIN 27 KS CONCRETE OR CMU
FRONT VIEW
TIP. ANCHOR
PER SUBSTRATE,
SEE TABLES 16-136
EDGE DISTANCE
FOR MASONRY
ANCHORS
THE OFFSET CUP IS
RECOMMENDED FOR
FIN -FRAMED
WINDOWS, BUT MAY
ALSO BE USED FOR
OTHER FRAME TYPES.
TIP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1B-13B
EDGE
DISTANCE
SEE TABLES
IAN 2.7 KS CONCRETE OR CMU 1 B-13a
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HE(HEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 114' S.S. AGGREGATOR MASONRY ANCHORS.
• • • •
• •
FRON1•WEW •
• •
• • • U'fERICM
• • • •
• •
• •
•— •-
• ••
• • • •
'-I —.125MN.
F
VARIES
VARIES
7212723,
TOP VIEW
DETAIL E:
MULLION TO MULLION
INTERSECTION
(U-CUP)
LINTERSECTION
U-CUP
FRONT VIEW
MULLION
EXTERIOR
NOTES:
1) MAY BE INSTALLED IN 'TEE' OR 'CROSS'
INTERSECTIONS.
2) MAY BE INSTALLED HORIZONTALLY
(SHOWN) OR VERTICALLY.
3) SEE U-CLIP DRAWINGS, SHEETS 21-23
FOR CORRESPONDING MULLION.
#12 STEEL SCREWS,
SELF -DRILLING OR PRE-ERLL
MULUON AND USE SMS
SEE R.F TB 21-23 FOR
HOLE LOCATIONS
EDGE
DISTANCE
SEE TABLES
1 B-13B
DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SHOWN)
STRUCTURE
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1B-138
SEE SHEETS
21-23 FOR
HOLE
LOCATIONS
MULLION
• • ••
SOB STEEL•STUDS THINNER THAN
1B GADANDEOMPLIANT WITH THE FL BUILDING
• . ID. A 2X VtaOD BACKER M157 USED.
• •TTA•HMENT By OTHERS.
• •SEWOOIWICHOR SPECS
NOTES:
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
• • ANCHORV*.IES•/AMBE USED.
• • • • • •
• • SEaf C ESPOI�ING MULLION TABLES,
• • •• • RR
BETS .20yFOR `WTITY OF SCREWS.
• • • • • •
SIDE VIEW
MULLION
SIDE VIEW
EDGE
DISTANCE
SEE TABLES
18-13E
B
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PRODUCT REV SED
as complylns with the Florida
Building- Cods
Now -No. 17-0630.01
Expiration Data 05/26/2021
By Product
Miaml-0 Pioduc! Control
*:
No. 58705
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEE DETAILS Ad,
SHEETS 2 AND 3 FOR INSTALLATION
TO SPECIFIC SUBSTRATES.
SIDE VIEW
SHOWN WRN I• X 4' X .125-.
MULLION
STANDARD MULUON CLP
MODIFIED TO FIT FIELD
cONDmONS.
N__TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 1B-138
INTO WOOD, STEEL, STANDARD CLP TO BE
ALUM, CMU OR MASONRY MODIFIED IN -FIELD.
EXTERIOR
WOE
DISTANCE
PER ANCHOR
NOTES FOR INSTALLAT ON OPTIONS F:
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11' X .125' MULLION.
2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS.
3) THE 2X5 CLIP 15 NOT SUITABLE FOR THIS APPLICATION.
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
EXTERIOR
INTO WOOD, STEEL,
ALUM, CMU OR MASONRY
MUWON
TOP VIEW
TYP. ANCHOR
PER SUBSTRATE
SEE TABLES 1B-14B
2'X SX.12S
ANGLE CLP,
2 PER MULLION END,
MUST BE INSTALLED
INSIDE OF MULL.
EDGE �1�
PFR N-1
EDGE
DISTANCE
PER
ANCHOR
INTO WOOD,
STEEL, ALUM
OR MASONRY
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
30• OR 45'
BAY MULL
TOP VIEW
TYP. ANCHOR
PER SUBSTRATE,
SEE TABLES 15B OR IRS
EXTERIOR
2• XS' ANGLE CLIP.
2 PER MULUON END, MUST BE
INSTALLED INSIDE OF BAY WILL
EXTERIOR
• •• OjES IOR:NSIALLAYI41`I OPTION G & H:
: • • :1) II5E 3ANt�LIi�ER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION.
•• • • • • • • • 02) DEFA&L G•SEG 'mews 113-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE
• • • • • LOCAJIONS. ••• •••
• • • • • • • •
• • • • • • •
• • • •• • •- • -• - •
• •• • • • • • ••
• • • • • • • • • •
COPYRIGHT O 2017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED
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PRODUCT REVISED
as comp) ng with th• Florida
Budding Cod•
NOA-No. 17-0630.0.1
`111 1111UIir„/
`.�\ON.. LYNN '„..
* • No. 58706 •��
*_
ATE Fi
///,NAL E-'.''•
A. L+NIVIMILL , P.E.
FL P.E.# 58705
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
•
TABLE 1A
1 x2x.125
Alum. Tube
Mullion
6
3
i
421n
46 In
50675h
54 In
60In
13.11n
86 h
72 in
781n
75 h
50 In
Recta,WM
Lowing
fi
1;
111.9
74.9
63.9
32.6
394
331
20.8
222
18.9
17.5
Ea
I
It
408
312
261
247
200
101
185
130
125
112
Thp/TOano.
Lading
11
129.6
83.6
706
57.5
41.2
35.3
30.0
23.3
19.7
182
322
258
234
207
170
155
142
00 in
Rectangular
Laming
1
s`pg
11
93.2
62.4
53.2
43.9
32_0
27.6
24.0
yry
400
312
331
247
200
191
Trap/1dn9.
Loading
d
115.5
73.4
61.5
42.8
35.4
30.3
.11
I
325
252
220
202
166
152
WIIon Capacity Table pb&950)
Opening WWII (for vertically -sparring m.illor 5) or Openfn9 Height (f0rhori2Maly-9pemrg mlions)
120 In
70In
Rectangular
Loading
1
79.9
53.5
45.6
37.8
27.4
23.7
406
312
281
247
200
151
Trap/70ag.
Lowing
1
11
107.E
67.0
55.7
44.5
31.5
26.9
1F1
321
248
224
199
163
149
80le
Rectangular
Loading
3
699
48.6
39.9
32.9
24.0
2.7
r
406
312
201
247
200
181
1hpflen0
Lading
11
3
104.4
63.2
521
41.5
28.9
24.5
319
246
222
196
140
146
90 In
Rectangular
Laing
1
621
41.8
35.5
292
21.3
10.4
ag
1
408
312
201
247
200
161
Ttsld&hy
bearing
1
is
104.0
61.3
50.1
3e,4
27.1
22.8
Ja
319
2M
220
194
159
144
100 In
Ractan98+
Lo.dtrg
g�g
S1
55.9
37.0
31.9
26.3
192
16.13
406
312
281
247
200
101
Trep/r0en9.
Laing
104,0
61.0
49.3
334
259
21.7
£
1
319
244
212
193
157
143
Watanputa
Lowing
1
s&
46.6
312
26.6
21.0
18.0
312
281
247
200
Tnp/7dan0•
Laing
*04.0
81.0
49.3
38.1
25.0
319
244
219
193
156
1401n
Rectangular
Ladn9
0
1
4E
39.9
26.6
22.0
18.8
406
312
261
247
4g.
Loading
1
1ff
104.0
01.0
49,3
36.1
gl
319
244
219
183
1601n
Rectangle,
Lording
35.0
23.4
21.0
10.4
g
406
312
281
247
Ttap/7darg.
Landng
£
1g
la
104.0
61.0
40.3
38.1
I
319
244
219
103
165
291
139
20.8
165
23.1
138
18,0
185
21.0
134
120
100
104
16.5
15.7
139
119
111
15.8
MO
17.5
118
126
16.8
107
TABLE 16 Anchor Capacity Table (ba)
PT Wand
Metal
Anchor Cap Patterns
Substrate:
- 2.72 Connate
15k Canc.
Hoene 174U
F•ee CMU
Anther Typo:
Y18" Eke Ubaaa
NW Emu Uaan
S16- Boo
Ul0a000
Y1G Fko Utrmon
1/4' F-ko URsm
1/4"SS E4w
A965Geta
5/18• Elco
Utraoon
VWS9 Boo
Agg6Gaor
810 ONO812
Some (G5)
Steel
Scew 105)
812 Stand
9Mew 105)
0.324.
1'
2172'
1•
2-1r2"
3-1/5'
1'
2-1/7
r
2-112
2"
3.1/fi'
2'
0.46•
0.54'
•ante.
Edge Oaaae(al
Embedment (1n7.
1-3/4"
1-3/4"
13/4•
13/4'
T
1-1/4"
1.1/4"
1-1/W
1-1/4'
1-1M'
1-1/4'
T
13/6•
b
13/6'
442 / s
560 b
0.C. / Sanded or 08met Cap (Fig. 1):
390 be
390 b9
450 be
890 it a
1644 Me
270 be
280 0w
354le
7401M
374104
664 •s
948 b
341
282b
88525
1120 be
2 Anchors • 4,75" Mln.
4 Mahon •1.IS' Min- O.C. / Standard (or06aa) Clp(Fg. 2)
400b
NV le
WA
WA
WA
NM
3805.
WA
WA
N/A
WA
880 Oa
WA
1892ae
682b
115510e
1120110
4Arcben03" Mn. O.C. /R)2x5 An9h C8p9 / (F4. 37
700 Ds
780b
850 b9
15808a
1E0ba
540b
MO Its
WA
76 bs
748104
Alurn.F-CSO (Fb. 45/
2 Amhara ® 0.45" Min. O.C. / U-Clp. Into ./01
167 b
33215s
473 be
1701a
221 las
2001bs
/
1 Aahor / F-Ckp (FI0. 0k
195 b
1951be
225 Ea
445 b.
822 be
135 ba
14010a
177 b
370 b
N/A
WA
WA
311 be.
4421M
580 ba
2 Anchors • 1.15" Min. O.C/ F131D (FIO. 0):
..._.._-
240 be
..
350 b
--_..., ..,,...,..,]..o
WA
WA
„n, r ,CC
WA
nC -Mir
WA
CTAN11AM]
190 b
17 IP
WA
WA
NOTE: FOR THE OFFSET CLIP, US
FIGURE 1:
•
FIGURE 3:
•
•
.
FIGURE 4:
•
•
FIGURE 2:
•
•
•
.
.
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE5: FIGURES:
•
•
•
ANCHOR CAPACITY ADJUSTMENT FORMULA:
x (ANCHOR cAP.,,a,,,,,,\ =ANCHOR CAP.
`MULLION CAP.,,,,.."/
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MUWON
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. R WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUAIJFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING,
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) UN EAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
•• ••• • • • • • ••
4) SUBSTRATES: CONCRETE SHALL LbNFORM TOACI601 EPE41F/S5TI•NS•HOWOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL QONFOR 10 ArtSR.1t' 9S WOD6HML B• PRESSURE -TREATED
YELLOW SOUTHERN PINE 0 A H MIN SGO 0.IjNb0 M y 4 Till �E18 EAU E). STRIICTUMINIMUM
RAL STEEL TO BE AT
LEAST STEEL T ICK A TO3.AMIA 6 ��SA ��ELX^t d
LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL LL TEN AT S SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1 B-8 S.S. OR 410 S.S.
• ••• • •
• • • • • •
• • • • •
• • • •
• •• • • •
•••, • ••• •
••• •••
• •
• •
•
• • ••
• •
F„Goo.
2.000'
125'
1" X r X .125' MULLION
COPYRIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED
0
U
T4
O
O
4n
m
yz
Ot
O
0/
00 .O
1
z
O
g'O
0
PRODUCT REVISED
as comply asp with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Dodo 05/26/2021
By
MlemW roduct Control
111,t11111/./
* • No.58705 =
STATE F- („,�
� NS �'•F�ORIDP.••'G\�.
�'//S 0/11- rcN t`'1
A. Li• i•A/IWIO(ER, P.E.
FL P.E.# 58705
•••
•
•
•
•••
• • • ••• • •
• • • • • •
• ••• • • •
• • • • • • • •
• •• • • • •• ••
• • ••• 6 •
TABLE 2A
Mullion Capacity Table (IboII')
1 x 2 x .376
Atom. Tube
Mullion
Opening Width (for `/ertlwlysparlril6 rrniFrona) or Opening Height (for ho52omaly-spm911rlg motions)
160 In
60 in
TO in
In
80 in
100 in
120 it
140
n
Trap/Mang.
Rectangular
Tr aP7T6uW
50
RectanpAar
in
Trap/Thong.
Remlargav
Loading
TredTriaro.
Loading
Rcaapdv
Loading
Trap/dingRectangular
Loading
Los g
7ra4V7nanp.
Loading
Rectangular
Loafing
T1aWTeang.
Loading
�
Loading
Tr.yfdarg.
Loeang
Rxtapdv
Loafing
T1epRd4mp.
Loading
Rectangular
Loading
Loading
Loa913
Loading
Loadig
1
B
11
Loading
a
`1
g
III
III
s-I
`1
a
�,
III
£
a.
11I
£
hi
S
a1
r
g
-1
a
III
g
d
a
III
II
g
III
£
'_
a1
�'
I
III
662
1669
pg.
517
5
a638.
qfi.
g
170.0
435
151.3
6E2
170.0
478
129.7
E82
17(10
606
113.6
E82
189.5
518
100.9
662
18E9
617
90.8
8412
188.9
517
7E7
662
166.9
517
84.9
662
1866
517
56.7
507
060
396
42 in
170.0
620
136.0
419
101.4
507
119.2
410
86.9
507
1017
403
780
507
102e
398
67.6
507
99.6
337
60.6
507
960
396
50.7
507
99.0
398
43.4
507
99.0
396
36.0
456
60.0
356
48 in
121.6
507
114.8
379
85.4
4E6
99.9
371
74.1
456
90.6
3E4
64.8
456
84.8
380
57.6
456
' 61.3
367
61.6
456
800
356
43.2
456
80.0
366
37.0
458
800
356
32.4
400
61.8
313
60.625 rn
103.7
456
933
338
71.2
400
80.0
328
81.0
400
727
322
53.4
400
87.3
318
47.5
400
84.0
315
427
400
623
314
358
400
61.6
313
30.5
400
61.8
313
28.7
324
40.5
253
51 In
85.4
400
324
E6,9
276
51.9
324
57.5
270
445
324
61.2
264
3E9
324
469
280
34.6
324
43.9
257
31.1
324
420
256
260
324
40.5
253
22.2
324
40.5
253
19.5
284
33.4
230
604.
623
53.8
254
57.4
49.6
252
230
446
39.0
264
268
49.2
248
36.4
294
43.6
241
33.8
294
398
237
260
294
37.1
234
2E9
294
382
232
224
294
39.5
230
19.2
294
33.4
230
166
424
225
314
268
37.5
221
29.2
28a
341
218
26.0
268
31.6
215
23.4
268
29.8
212
19.6
268
260
210
16.7
268
27.7
203
14.6
263
225
27.7
19.6
209
176
681n
468
268
37.9
198
30.0
225
322
191
26.7
226
26.4
188
Z25
225
258
165
20.0
225
23.6
182
1E0
225
221
180
15.0
225
20.3
177
129
226
19.6
178
11-3
212
1E8
156
721n
36.0
225
-320
177
25.5
272
27.2
173
21.9
202
23.9
170
19.2
202
21.5
16T
17.0
202
19.7
185
15.3
202
164
163
128
202
18.7
180
10.9
ES
1E9
158
96
192
14.2
150
78 In
3013
202
29.0
108
23.6
192
2E1
105
20.2
192
22.0
162
17.7
192
13.7
159
15.7
192
18.1
157
14.2
192
165
155
11.8
192
15.2
152
10.1
192
14.4
160
13.9
7e in
25.3
192
19.0
121
15.4
144
18.1
126
OD In
18.6
144
16.8
113
96 In
1E2
127
ANCHOR CAPACITY ADJUS
TABLE 2B Anchor Capacity Table (Ibs)
PT Wood
Metal
Anchor Clip Patterns
27k Cone/ate
3.6k T.
Itlbu CMU
Pobd CMU
Steal
Substrata:
AncNa7Tpe:
3/18. Eke LStr.cm
V4' Ono LawmanlAtle4on
3/1r Ek6
3'18' Elm Macon
1/4" ElcO Ubeom
1/4" 88 Eloo
AO•eGalor
5/16' Elmo
Utancan
1/4' 88 Eko
/ 48080. r
In0 Steel
Wan (C5)
812 Steel
Soh. (Oa
0.54"
612
acne (C6)
0.324'
1
2.1/2"
1"
2-1/2'
3-116"
1"
2-1/2"
1'
21/?
Z
31/6"
2'
0.48"
1-3/6'
Wes
Elbe Distance Ono
EmbedineM oat
134'
134'
1.34"
1J14"
2'
1-1A4
1-1/4"
1-1/4'
1.1N"
14/4"
1.1/4"
2'
1.3/r
341 IN
4421na
560 Da
Offset alp (Fig. 11
390 Da
3901N
450 ba
690 •a
1644 b
270 ON
260 b
354 lbe
7401t.
9741N
664 ba
946 b
6821N
6135164
1120 b
2 Anchors a 4.75 Mk, O.C. / Slandad or
omen dip (F•. 2k
460 IN
700 IN
WA
WA
N/A
N/A
560 lb.
N/A
N/A
N/A
N/A
N/A
882 lb.
885 b
112010a
4 Anohon a 1.15' Min. O.C. / Standard Pn
235 Angle aW / (Fig. 3)
780 IN
7801N
680 b
156)Ins
1896 b
540 ®s
503 to
N/A
760 b
748144
880 lea
1E0210a
WA
N/A
715106
4 Anchor. a 3' M . O.C. / (2)
Alum. (Fig. 45
WA
WA
N/A
WA
N/A
WA
N/A
N/A
WA
WA
WA
WA
b
221 ha
280 Gus
2 Anchors L9 0.45' Min_ O.C. I U 1p, into 125
A0Nr / FC1ip (Fl9. 5):
195 IN
195 b
225 be
H5 b
822 b
135 b
140 be
177 b
370 IN
167 6e
932 IN
473 Ins
1/0
341 IN
4421N
5E0 b
1
O.C./ Ft21) (Flo. 6):
240 15e
3E0 b
WA
WA
NA
N/A
100 Ds
N/A
N/A
N/A
WA
N/A
2 Mahan D 1.15' Min.
_--......... i.....n .... , ice 40 TMC CTAMnARr3 CA IP_
NOTE: FOR THE OFFSET CLIP, USE THE
FIGURE 1:
I* HI •
FIGURE 3:
FIGURE 4:
•
•
FIGURE 2.
•
•
II •
ANGLE CLIP MUST BE USED N PAIRS.
FIGURE 5: FIGURE 6:
•
•
•
•
TALENT FORMULA:
(DP ) X , ANCHOR CAP.,'"„a,e\ ANCHOR CAP.,,,
MULLION
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING. WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
FIGURESETO BE HOW DRILLED
LL D IN
THE
FFIELD
FO I p /INQ HOLE
EN II A RESTRICTIONS SHO• WN ON SHEETS 21-23.
• • ••
4) SUBSTRATES: CONCRETE SHALL CONgORM T(W4I 3010 SQ(=CIgiCli10 LLayy((AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONBDRM TOaASIM Ca00. WOgp S E PPM.SURE-TREATED
YELLOW SOUTHERN PINE WITH AN SGOP0.55.11WMINUMSB•(ALL BE 6063♦T5 4,N0410iA MINIMUM OF .125"
THICK- STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S.
• ••• • U
• • • • • •
• • • • •
• •' • •
• •• • • •
••• • • ••• •
••• •••
• •
• •
•
• • • •
• •
1 1.000° �-
1' X 2 X .375 MULLION
to
N
1Z c0
U
8
7n
-J
J
1n
X
N
X
{
Ct
co
m
I
Z
lb
}�O
N.
O)
40
Z
3
O
kO
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
By
Miami- • *duct Control
1\1111111111///,A
Op1Y .YNN
'tor:'1,tCENSk'
* No.58705
ATE F
S G
''"7`,57iON�tt AL IE�.`.s
A. LYNNIMILLER, P.E.
FL P.E.# 58705
••• •
• •
• •
• • • • •
•• • • • •• ••
• • ••• • •
• ••
••• •
• • • ••• • •
a • • • C •
• ••• • • •
TABLE 3A
Mullion Capactyy Table (Nas/It2)
1 x 276 x
.376 Alum.
Tubs
MMNOR
Openblg Width (for vertically -spanning motions) or Opening Height (for horlmMely-WaMng mullions)
5001
eon
791n
8010
9D In
10081
1201n
1401/0
1601/I
R4cbn9Av
TopiTemg.
NecReebn94a/
tenLeming
Lo44In9
Tnq?r4en9•
Loadrg
RectangularTop/Tdan9.
I49dn9
L489ng
Iicbn/ W
Lowing
Thep/Wang
L444ro
Rectangular
a
Trep/Idang.
Loring
ReC1040ssr
LoadiW
TopR6aig.
Lowing
ReM19Wa
Loading
794971007.
Load%
P .MMg6br
Lowing
Top/TOarlg.
Lowing
loading
Lasing
��
1
�
`F
1
��
f'-.
gag
1$Jq
�C
c
h
f
4-
iY
p
d�
4
i
g
PS
3_
hh
1
p
iC
i
1#[
2�
Ipp7
�2.
hh
$i
i�
2
h
+1
d�8
1
p
�G
hh
rd
1
{
�E
E"
� l
�c.
11
1p /
dZ
I
1111
z•
J�
¢
11
2
'I
i i
d
1111111
Z
ape
1
i .-
h
<C
4
1
A._
$
i
n
1
112
_
1
i_
i
II
pI
d 1
621
II
c
8
0
820
170.0
436
170.0
744
170.0
478
1703
900
170.0
500
170.0
002
170.0
519
170.0
1116
170.0
621
170.0
1240
170.0
621
146.7
1301
170.0
521
127.5
1301
170.0
321
111.6
1301
170.0
680
4261
170.0
700
170.0
524
170.0
4450
179.0
684
170.0
992
170.0
630
170.0
1133
170.0
/381
161.9
1139
1700
677
138.6
1139
170.0
060
113.9
1139
170.9
MO
976
1139
170.0
000
85.4
1139
170.0
758
48 in
170.0
747
170.0
513
170.0
898
170.0
831
167.E
1032
170.0
614
148.E
1032
170.0
723
130.5
1032
170.0
747
117.4
/032
170.0
758
97.9
1032
170.0
758
83.0
1032
170.0
756
73.4
1032
170.0
709
574
521
50.8251n
6403
170.0
170.0
797
170.0
612
161.3
90/
170.0
691
1352
907
184.7
730
120.0
907
162.E
720
107.5
007
145.0
714
96.8
907
141.1
710
80.8
907
140.0
709
69.1
007
140.0
703
60.6
907
735
140.0
914
141.1
735
151.5
e25
117.6
735
130.3
611
.100.3
733
1190
59
382
735
1032
590
76.4
736
90.5
683
70.5
735
95.1
578
58.8
735
91.6
574
50.4
735
91.8
574
44.1
60 In
121.9
606
130.0
570
101.6
8®
111.5
557
57.0
608
98.9
547
762
668
90.1
538
67.7
608
83.9
831
60.9
666
70.8'
526
60.8
606
75.0
521
43.5
086
76.6
621
38.1
603
75.6
63n
607
112.4
922
88.3
607
96.1
511
75.7
007
85.0
501
002
807
77.1
493
58.9
007
71.5
486
53.0
807
67.8
401
442
(07
63.4
476
37.9
607
62.7
474
33.1
607
027
474
399
66 In
106.0
510
868
443
68.9
510
73.0
434�])510
64.3
428
51.0
510
57.9
416
404
310
53.3
413
40.8
510
60.0
406
34.0
810
45.8
402
292
510
44.1
399
25.6
610
44.3
721/,
616
456
725
400
57.0
458
61.7
392
48.6
450
54.1
305
43.4
459
466
375
38.0
430
44.0
373
34.7
458
41.6
365
28B
456
37.7
362
24.a
450
38.0
359
21.7
43a
35.7
358
340
78 in
69.4
84.2
435
67.0
381 '
53.5
435
595
173
460
435
499
368
40.1
435
44.7
360
35.7
435
40.9
358
32.1
435
311.1
351
266
435
34.4
344
22.1
435
326
341
211
435
322
71 In
41.5
327
43.1
290
34.8
327
36.4
285
29.9
327
31.8
200
261
327
283
275
232
327
25.7
271
20.8
327
ele
265
17.4
327
21.0
282
14.9
327
19.3
258
Odin
287
36,4
267
28.7
287
29.9
252
24.8
287
23.0
248
21.6
267
23.1
244
19.1
287
20.8
240
17.2
287
19.3
237
14.4
267
16.9
232
931n
34.4
227
24.7
205
20.2
227
20.8
201
179
227
110
198
161
190
195
108 In
242
223
215
22.7
194
15.6
215
19.1
191
15.0
215
16.8
186
-111 In
184
17.9
187
120 in
17.13
AYr"uOR emeer117V AOJUS
TABLE 3B
Anchor Capacity Table(Ibs)
FT wood
Metal
Anchor CNp Patterns
Su5eb0lx
2.76 COIwMn
3.5t Can..
Hollow [a1U
Filed CMU
Arohor Type:
3/t6' Eko Ullman
1/4" Eko mac.11004
5I1C Ek0
l
sir Ebo 11Xleeon
1/4" Ow Ulbacon
1/4" SS Eko
Agda0u0r
5/18" Ek0
Ullraean
1/4" SS Ek0
A117409 r
910 Sleet
34140 735)
612 SMa
BURe (05)
912 So"
sores (OS)
1"
2V2"
I"
2-1/Y
3.1/S"
1"
2.17!"
1"
2-1YY
2"
3-1/8"
2"
0.48"
094"
0.
Eta doIa10e mg
Embedment04
1-3/4"
1-44"
1-3/4"
1-3/4"
2"
1.1/4"
1-U4"
1-1)4"
1-1/4"
1-us"
1-1/P
2'
13/8"
1.3//8"
442 (0
lama
360 ba
Mot Gb (Flg. 1):
300 Its
310 be
45010e
890 be
1044 be
270 6a
230 to
9541bs
74010
374 N.
5641bs
9466e
341 be
885104
1120 64
2 Anchors 0 4.75" MK 0.C. / Stnknd or
Clip (Fig. 2):
4001bs
700 be
WA
N/A
WA
N/A
MO Ds
WA
N/A
WA
N/A
N/A
882 be
885Ib
112010s
4 Mehon 0 1.15" Mk. 0.C. / 3lendrd (or0•M)
10) 2s5 Anm% Clip) / (Fig 0
780 1144
780 Is
930I0s
1500 be
1898 be
540 bs
56010s
N/A
700 lb.
748 b.
080 be
1802 Ike
682 ba
WA
715 bs
4 A44(40 0 3" Min. D.C.
2 Arshae 0 0.45" MIA O.C. I UL71p. into .125" Alun. (Fig. 4):
N/A
WA
WA
WA
N/A
WA
WA
N/A
lb*
N/A
97010
N/A
10710
N/A
332Ibs
WA
473 be
WA
170 be
22110
250 is
1 Anchor / F-Cip E+9. 5):
195 be
185108
225 I0
445 be
8221bs
135 90
140 be
177
N/A
WA
341 bs
44210.
560 be
O.CJFC21p fig. 0):
240 be
350 be
N/A
WA
N/A
WA
190 be
WA
WA
WA
2 Anoln'a®1.15"MIR
U ES AS THE STANDARD CLIP pLE ON SHEET 24
NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VAL CIRCLED VALUES ARE USED IN THE EXAM
FIGURE 1:
•
FIGURE 3:
I II
•
FIGURE 4:
•
•
•
• II
FIGURE 2:
I' • II I •
• •
ANGLE CUP MUST BE USED W PAIRS.
FIGURE 5- FIGURE 6:
•
ENT FORMULA:
ANCHOR CAP.,,„,,.,.,`
(DF;„)X( CAP'"`""') -ANCHOR CAP.,.
MULLION CAP.,,o,,,..
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MUUJON
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEENjKILLLWOTHS AH4)/OR QPENII 33 wpTHS1 ALLOWABLE.
• • • • • • •
3) MULLION AND MULLION CLIPS SHOWN ARE NIT TO SQALF• FCIR EY�.CTT imeeisIONS, SEE SHEETS 21-23
HOLES TO BE DRILLED IN THE FIELD I )LLO/Me DIMENSIONAL lEST•tISSONS SHOWN ON SHEETS 21-23_
FIGURES SHOW SUGGESTED, APPISQ1ORIAT♦ HOLE L� :IOI!S. • • • • • • •
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 008375 AND BE A MINIM- M OF STEEL TO .BAT
THICK. IN
STEEL STUDS TO BE A MI9Ut.S l93DE 33 ANL►.045" TWCK (18 GfVlf•F�. S7 1GTIIM
LEAST .125" THICK AND A36. ALL ANCHORS INTO MEDAL •HASL E•TEND AT LEST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHTS INTcPWOOD MAII B.ST�L, 0 -B:-S. • .6410 S.
• •• • • • • • ••
• • • • • • • • J< 0
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • 411400 • •
-1 1.000" I--
F
2.760"
.376"
1" X 2.75" X .375" MULLION
COPYRIGHT 02017 PGT INDUSTRIES, INC. AU. RIGHTS RESERVED
0
13
N
g
Ars
}U
O
co
F
Z
A
I
Of
N
AO
8
F-
z
40
Y
O
rn
PRODUCT REVISED
as complying with the Florida
Building Code
Now -No. 17-0630.01
Expiration Data 05/26/2021
BY
Miaml-0 redact Control
TABLE 4A
1 x2.76x
,660 Nun
Tube
Mullion
2
Y
42 51
401n
50.0231n
54 in
00a
83n
681n
721n
78In
781n
90 In
96 In
106 n
1111n
t201n
50 in
Rceleng0lr
LAWN
ii
170.0
170.0
170.0
170.0
170.0
151.E
1321
101.7
65.5
00.0
52.1
419
30.1
27.8
22.0
11
520
700
747
707
885
830
757
1336
671
542
407
358
283
207
229
Tn sing .
Lasting
2
170.0
170.0
170.0
170.0
170.0
181.9
1400
100.8
90.4
53,4
53.7
44.1
30.8
28.3
22.3
Ii
435
524
583
612
701
710
050
552
498
474
301
32D
255
242
25➢
00 a
R.oarqulr Traprriang.
Lowing Lowing
3 I i'
170,0
170.0
170.0
170.0
148.5
1293
110.0
84.8
72.1
68.7
43.4
35.8
25.1
231
11
744
850
856
955
015
830
757
Mullion Capao@y Table (657182)
Opening Width (for W?r0tay41parilg naaions) or Opening He eh! (for htri2071109pspaming nations)
120 a
70 in
Rectangular
Loading
Trspllllan9.
Londng
801n
Ractiingdar
Losing
loop
90In
Rectangular
Lamina
Trl9/I5a10.
Lasing
100 in
Raelagdar
[.gating
71ap✓7da11p
Laadalg
Rsma0g8a
Load019
111pt1801p.
Loads➢
1401n
Rsoteaglr
Losdng
1700 478
170.0 584
170.0 631
170.0 091
102.3 761
138.9
894
119.0 635'
170.0
170.D
170.0
170.0
126.5
108.5
830
571
542
407
35$
283
91.0 540
76.8 456
70.8 403
45.4 365
37. 314
253 251
943
eIi
4 ,4
860
tree
1046
1116
015
030
767
72.7 036
e. n
37.1
372
30.7
21.5
542
407
358
11
170.0
170.0
170,0
170.0
144.5
123.2
106.9
u�
506
630
884
754
746
eat
624
II
170.0
170.0
170.0
150.7
108.9
94.9
825
las
a
092
1133
11➢3
1130
263
93.1
67.4
62.1
39.0
32.4
22.5
530
479
458
34➢
302
247
660
54.1
60.0
32.5
26.0
18.8
015
830
757
630
571
542
407
358
253
dig
170.0
170.0
170.0
170.0
1323
1122
96.1
722
60.0
55.7
35.3
20.13
19.9
510
601
723
503
735
870
614
521
471
449
343
304
244
31
170.0
170.0
1620
133.9
97.0
84.4
73.4
665
40.0
44.4
28.9
23.6
18.7
'4g
11
1110
1275
1288
1130
915
830
757
636
571
542
407
350
2E3
a(
F
170.0
170.0
170.0
170.0
123.9
104.8
09.1
66,5
55.5
5/.0
32.1
20.1
18.0
Ig
521
677
747
037
720
652
000
514
434
442
335
300
240
I
sB
170.0
170.E
146.3
120.E
87,0
75.9
550
50.9
43.2
40.0
26.0
21.5
15,1
40$
1240
1417
1288
1130
915
530
757
630
571
542
407
360
263
0'
3
I
170.0
170.0
170.0
170.0
118.s
90.4
842
623
51.8
473
26A
24.0
165
pg
.2re
521
860
756
056
720
056
600
506
459
437
334
296
237
U
170.0
141.7
121.9
100.5
712
033
55.0
42.4
30.0
33.3
21.7
17.6
41
4 re
1458
1417
12138
1130
915
830
757
636
571
542
407
358
170.0
170.0
170.0
170.0
114,4
940
79.0
572
47.0
42.9
26.1
21.0
41
521
680
758
551
715
C49
563
500
451
429
327
289
6g
168.7
121.5
104.5
90.1
52.0
54.2
472
38.3
30,0
25.6
ISA
15.3
1620
1417
1266
1130
015
630
717
030
571
542
407
358
I
Looting
150 hi
Rontrigular
Loading
Loring
ug
170.0
170.0
170,0
170.0
114.4
94.1
78.2
55.3
44.8
40,6
24.1
10.2
11
521
650
750
eat
715
849
497
447
425
372
284
11
138.5
1080
91.4
75.3
64.9
47.4
41.3
31.8
27.0
25.0
10.3
1020
1417
1256
1110
915
1130
757
636
671
542
407
170.0
170.3
170.0
170.0
1144
94.1
/82
552
446
49.1
23.0
pi
521
880
756
931
715
648
501
487
448
423
319
10.3
207
23.0 238
19.0
257
20.0
235
17.3
287
18.3
231
15.4
207
16.5
228
229
15.8 205 15.7
229
16.2
202
TABLE 4B Anchor Capacity Table (lba)
PT Wood
5/.W
Anchor C6p Pattem9
2.7k Concrete
3.34 Cone.
Halaw CMU
Filed CMlJ
Scheer[
Anchor lype:
3/18' Ella Ul6soon
1/4' Boo Macon
Mir Eke
MirA9ge0abr
318" Elite Mina
1/4' Eko Ulaeoon
1/4" SS END
5'18' Elco
U1bee0n
1/4" SS Boo
AppnGear
H0 Steel
Soria DM)
612 SLM
Pow. (851
612 Steel
8•40 (05)
9. 304.
1'
&1/7
1'
--
2-7/7
}1/8"
1"
2-12'
1"
2-t?'
2'
3-1I6'
2'
0.48'
0.54"
Edge gaancs MY
Embedment 0n7
13/4'
1-3N'
1-3)4"
13/4"
7
1-1/4'
1-1/4"
5.1/4'
1.1/4"
1-1/4"
1-114"
2'
1.3/e'
341 be
13/5"
442154
odes
500 be
4.75' Mln O.C. I StancOd or O6at ClIp (Fb. I):
90 Ito
380 90
450 to
893 9a
1644 be
270 Ito
280 (5s
3541be
740 lb.
374 Ae
N/A
6841be
WA
9461le
WA
652 50
still
11201be
2 Anchors 0
1.15" MO. O.C. I Slendad (or06eet) Op (FIB. 25
480 00
100 be
N/A
N/A
N/A
WA
350 Ns
WA
WA
7481ba
NO Ito
1592154
862 60
1120 0a
4 Ansbas ®
4 Anchors 3' Mn O.c, / (2) 285 Angle Clip / (Fig. 31:
780 !be
750 be
680 be
1580 bs
18981bs
540 16s
600 bs
WA
700 BM
WA
N/A
WA
WA
177A
7151ba
8
2 Ann 0.45" Mn. 0.C. / U.qp. No .725. ANn. (Fla. 41:
WA
WA
WA
WA
WA
NIA
N/A
WA
WA
1871be
3321be
473 bs
170 60
221 Wa
280 Oa
an 0
1 Anchor I F-CIIP (FI9. 5):
1951134
1051ba
225 be
445 to
872 ba
135 an
14010s
17716e
370 Ds
WA
WA
WA
341 ba
4421M
58010s
2 An40on 0 1.16' Mm. 0.01 F.C41p (F10. 6r
_ _ .. -_ ...-...,..
240 Ito
..
3501b.
�.-.,., .•,,
N/A
o.iruno
N/A
ver I IOU
WA
AA THE
WA
STANDARD
1901bs
CLIP.
WA
N/A
...,...,
-., .,., , ,00 Aoo I mum !Al
TWO FYAMPLE ON SHEET 24.
NOTE: FOR THE OFFSET CLIP,
FIGURE 1:
•
FIGURE 3:
FIGURE 4:
•
•
FIGURE 2:
•
•
•
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 5. FIGURE 6:
•
•
ANCHOR CAPACITY ADJUSTMENT FORMULA:
x ANCHOR
ANCHOR CAP
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO A N
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING. WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE 9Fi FcTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION MET1400S.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE Nch TO SCALE4F0FIEVICT GliMBNSIONSIdEEd3HEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWINGNMENSIONAL RES•ReCTIONSEHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLENCATIC14. • •
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFIC/Nit:INS. ROLLO& AND GIVIUT-FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG Of 0.55. ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF .125"
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAS r .125' THICK AND A36. ALL ANCHORS INTO •StIALL EXTBNO AT LSAST 3 SCREW 41-1RIAPS BEYOND
THE MATERIAL. #10 8 #12 ANCHORS INTO WOO
A.
to
oi
4 I-
to 0
PRODUCT REVISED
as complying with the Florida
Building C•d•
By
Miam
Crustal
ATE
5A
TABLE
Mullion Capacity Tabl. (Man)
1" x 3.125" x
.600" Alum
Tub. MA
Opening WW1 (forler8ca90eparsirsi rm4ons) or °porting Height (for Ixx[20rib ng mdliort)
so in
BOB
70 in
801n
60In
100in 1
120 in
140
is
160h
114prni.ny
Rec0p.11•
TUIJT6•g.
151919
Reounpd•
Lo. o
TrayT0m0•
I.a.dlo
Re9.W4a
L0660/
TnW81ao.
Cowin°
Re tenp4•
15.810
11e417n4.0.
1611910
ReohnWw
Lmdro
7167f76112.
Loedlp
1b
loading
L14dn9
Rechnoia
Loedro
T99f7rinres
Loading
11w:4n64iW
LncIng
71119011874
Loadn0
R4Ws9rkr
Losdn0
Leaning
1691d10
e.
f -
g
c
€1
ni
V
It
I
..k
II
ny
a
1.
t _-
U
11.
U
]
g_
U
4
.
I!
6:
➢
II
u
i&
g
U
2
h_
U
1
I
U
it
fa
U
i2
p
U
1-
I-
U
i&
]
eE
U o
;
U
E
II
U
..
$
u
-
I-
U
o
1
%-
I_
..
-
31
1
I
4
.41ag.i.
-
I'
a
U
-
I
b g
ie
i
g
Mull Length
42 in
170.0
020
170.0
435
170.0
744
170.0
47B
170.0
868
170.0
006
170.0
902
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
14te
170.0
521
170.0
1735
170.0
521
164,4
1802
170.0
521
46 In
170.0
703
1700
524
170.0
850
17110
584
170.0
902
170.0
830
170.0
1133
170.0
601
170.5
1275
170.0
577
170.0
1417
170.6
800
157.7
1577
170.0
680
135.1
1577
170.0
6eo
118.2
1577
170.0
680
50.825 n
170.0
747
170.0
663
170.0
006
170.0
631
170,0
1046
170.0
084
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
1404
170.0
758
141.7
1495
170.0
756
121.5
1495
170.0
756
100.3
1406
170.0
756
170.0
797
170.0
612
170.0
956
170.0
801
170.0
1115
170.0
764
170.0
1275
170.0
803
166.1
1401
170.0
037
148.5
1401
170.0
856
124.8
1401
170.0
067
106.8
1401
170.0
881
93.4
1401
170.0
861
54 in
' 60 In
170.0
065
170.0
701
170.0
1083
170.0
797
150.5
1158
170.0
876
138.7
1158
187,0
920
1213
1196
156.0
PIC-11.0
1158
1 .7
910
92.6
1150
144.5
903
79.3
1158
144.5
903
69.4
1130
144.5
903
170.0
030
170.0
745
159.8
1049
170.0
850
137.0
1049
155.5
860
119.E
1049
141.7
040
106.5
1049
132.0
536
95.0
125.5
528
79.9
1949
119.3
820
68.5
1049
116.9
819
59.9
1049
118,9
510
551n
106.E
956
170.0
789
139.0
"056
151.3
804
110.1
056
1317
788
104.2
066
121.4
775
12.6
955
112A
765
83.4
955
1004
757
80.5
955
09,8
740
59.6
955
515.7
748
521
955
90.7
746
72n
128.5
an
134.9
697
107.0
103
114.9
082
91.8
803
101.1
670
80.3
003
911
650
71.4
603
83.9
949
841
803
716
642
535
103
721
032
451
803
69.8
'626
461
e03
69.7
627
75 In
100.2
721
114.1
620
01.0
721
07.0
618
710
721
05.1
605
05.3
721
76.5
595
60.7
721
70.1
586
34.6
721
554
579
45.5
721
59.4
5ee
30.0
721
58.8
584
34.1
721
50.1
683
101.0
504
105,4
509
54.2
584
89.4
587
722
884
78.4
576
63.1
684
704
5137
56.1
684
64.4
558
50.5
0384
50.0
551
411
604
54.1
541
38.1
984
51.3
533
31.6
654
506
534
7510
65.6
514
67.9
430
64.8
514
57.3
4411
47.0
614
50.0
440
47.1
514
44.13
433
36.5
5u
40.5
427
32.0
514
37.3
421
27.4
614
33.0
412
23.5
514
30.4
405
308
514
29.0
403
90 0
08 in
54.2
452
55.7
404
45.2
452
47.0
396
33.7
452
40.0
390
33.9
462
36.4
364
30.1
452
32.9
375
27.1
452
30.3
373
22A
452
26.6
365
10,4
452
24.2
359
15.9
452
22.8
355
h
33.1
357
35,9
322
31.7
357
327
317
21.2
357
2BA
312
23.8
357
25.2
308
21.1
357
22.7
303
19.0
357
20.8
299
151
357
110
293
13.6
357
16.2
2B7
11.9
357
15,0
283
108
111 In
35.1
338
35.8
305
20.2
338
30.1
301
25.0
338
26.1
298
21.9
338
23.1
292
19.5
338
20.8
288
17.6
338
19.0
204
14.6
338
16.5
271
125
338
14.6
273
11.0
338
13.0
269
120 h
27.7
290
251
263
211
289
23.7
259
19.e
289
20.5
256
17.3
289
18.1
252
15.4
289
16.3
249
13.9
Zee
14.0
246
11.6
269
12.8
240
9.9
260
11.4
236
8.7
280
10.4
232
TABLE 5B -"l
'M 90Wei TaWe(Ms)
Meta
Anchor Ctlp Patterns
SuMmie:
2.78 Ow nee 1.- 15k Calen.
r-'-.- Holm CMU
Flied CMU
PTW0110
Nailer ljye
919 EIC0 U8rxon
119 EEl"'1l4"
04'Ek0 MasonS
UnmanjY19
Ek0 Meson
114'FxoUr•c0n
55 Ek0
Ago or
519 Eka
U•6/01
VP SS Ek0
Agp•Gata
910 Sta3
Sael9(CY)
X1231WW
Screw935)
4125bd
Stress 9353
E0p0Ila•ce80k
1"
24V2"
1"
2-172 i ' 36/8"
4 1'
21)2"
I"
2-62
2
3419"
2
0.48"
054'
0.324'
m0etln•43^'L
Cep (Rg t60
13/4"
151P
13i4"
1�14"' 2
41.1/4"
1-We
1-1/4"
1-1/4"
. 1-174"
1-7/4"
7
1-90'
106
13'8'
4459s
varies
its
�--1-
Mlrt O.GISt•n•0.083e1
700 Its
4
M0 b. • 16N/ es:
2545
2AO0a
151 bS
740
374 bs
684 Ins
W610e
3458
656 Fs
I120 Rs
112
1121 Im
1079•s
2Mctm®1.79
).4B000
}
4B0 As
7001s
N/A
WA . N/A
, NM
Se0 Os
N/A
WA
N/A
N/A
WA
682 WS
006 Bs
MI0 O.C. / /2) 2r5 Angk(0ps / 990 5F
780 MS
780 0s
660 Ins
1
1560 be 1896 034.
640 BM
660 as
N/A
760 Res
748 Ins
880110
1602 0s
882Its
4Arc Inn 49 7
UCtp, 6b.125" Alum (Flg.4).
WA
N/A
N/A
WA. ,' NIA",
WA
WA
N/A
WA
N/A
WA
WA
N/A
WA
200184
SArt lon®0.45" Mb. O.C. /
1 AOcIS7/ FCOp(195 5):
19506
10560
2250s
4451131 52204
135 bs
14116
17706
370109
187 res
332 Ins
4736e
1701M
221 Ills
55011
2 Anchors 4& 1.19 min. 0.C1 FC5p 91467
_. __ _ ..._ _.
240 Its
_.._.-..
35016
...-...... ........rwo.,n,
N/A
NM 14M
1 nee tie TUF
NM
CTGMr1ARO
10)0n
rl IP
NM
WA
NM
N/A
WA
3s
41b
442Its
NOTE FOR THE OFFSET CLIP, U
FIGURE 3:
•
•
FIGURE 4:
•
•
•
FIGURE 2:
•
•
•
•
•
•
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE 5: FIGURE6:
•
•
•
MENT FORMULA:
(De...) X ( ANCHOR CAP.M,,,,,,,,,,\ _ANCHOR CAP...
MULLION CAP.,,,,,,,,../
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENG•TI1S A� (OR O�ENI G WIDTHS IS: LOWAB •E.
• 3) MULLION AND MULLION CLIPS SHOWN ARE SOT TO SCALE.F AC2 DEtENA_OF' , S!E SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWINGI)IMENS(DAL42�5=RI(�IOI�S S O4 •HEETS21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE•OCATIQ►IS.• • • • • • •
__ •• • • • •• • • • ••
(4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE AMINIMUM OF .126"
THICK. STEEL STUDS TO BE A MINIMUM GRAD%33 et9ipp•045' THlIC(18 GAIl.jGE). STRUCTURAL STEEL TO BE AT
T)
LEAST .125' THICK AND A38. ALL ANCHORS TNME`TOL SHALL B^'Ql D (I1'L AST 3 septt TI 4*)S BEYOND
THE MATERIAL. #10 8. #12 ANCHORS INTO WOGD MA'SBE STIEEL.18.8 S.S•ORe10 S.S. • •
• • • .•• • • • • •
• •• • • • • • ••
• • • • • • • • • •
3.125'
I-1.000'-I
500'
1' X 3.125" X .5' MULLION
(1" VF MULLION)
P. 1
E. 4
10LL
MI
35 U
zsr °' re
aI
n co
co
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Data 05/26/2021
By
Mom a e Product Control
`11141r rl l 't/l///
<`•'• LICENSE -t '
�. I No.58705 •
TE
tCS•-••FLORIOP.••' •--
A:OWN P.E.
FL P.E.# 58705
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
000 • • • ••• • •
TABLE 6A
Mullion C pack, Table (Ibalft5)
1 x 4. .125
MUM. 'Raba
Mullion
Opening Width (for 9er6®Sy-sparlrg mullions) or Opening Height (for horizontally -sparring Indiana)
50 in
60 h
70 h
80 h
901n
100 h
120 h
140171
16013
RmM9Wa
Coaling
Trnp/Tdrg.
Loading
Radrl Ur
Loading
1169/11049.
Laming
Raounqu6r
Loading
Trap/18•g.
Loafing
HeatenP6r
Loading
11up77den0
Loading
Rectwgulr
Loading
16.41306-
P Mno.99r
Lowing
71.3116610
Loran
R•cun9ulr
LoadnS
619/10 ^0.
lo.dlg
R65312.12ir
Luring
TreMNag.
loads%
Raeta7lar
Laing
TluprMeng.
Ladng
p
�5
a
$
Pa..
E
�gp
ygg
did
9�+
3!1rc
l�
�
3/
A.
�
27
i.-
S
II
p�
If
F
5
oqq
3
i,,-.
gg
d�
p•i
did
.
g
a
$
$
did-.
gE
n1i
3
tY
/
id
II
g
,d
��,
1g
ie
',..
I
II
fi
i.
�
1
2e
i....
gE
tSi`
E
11
t>g.
I
�
yi
d
y-Load.%
a
S
€1
`s
I a.
bE
ad
i
II
is
I
�
} I
did6
a,
I
E�
!
gI
fi
g
��
3E
5�
�'.-.
is
•i
K
g
I
e.LL
a�.,
gs.
ay#g
g
1
e:.
P.
II88
i
Z
5
9
i
..
gi
p#y,
R
ii
I
4�
I
a
eS
I
tri
fi
S
f
42 77,
170.0
620
170.0
435
170.0
744
170.0
470
170.0
068
170.0
506
170.0
992
170.0
319
1700
1116
1700
521
170.0
1240
170.0
521
170.0
1466
170.0
521
145.E
1489
170.0
521
127.6
1409
170.0
621
481n
1700
708
170.0
624
170.0
559
170.0
554
170.0
992
170.0
630
170.0
1133
170.0
eel
170.0
1276
1700
677
156.3
1303
170.0
680
130.3
1303
170.0
880
111.7
1303
170.0
080
97.7
1303
170.0
680
50.625 In
170.0
747
170.0
663
170.0
696
170A
631
170.0
1040
170.0
604
170.0
1196
170.0
723
156.1
1235
1700
747
140.5
1235
170.0
708
117.1
1236
170.0
756
100.4
1235
170.0
758
67.8
1236
170.0
756
641n
170.0
797
170.0
612
170.0
655
170.0
391
1700
1116
170.0
754
104.4
1163
1700
803
1372
1159
170.0
837
123.E
1158
170.0
058
102.0
1193
1700
661
88.2
1168
170.0
061
772
1104
170.0
081
ea le
170.0
685
170.0
701
166.7
1042
1700
707
142.9
1042
161.1
132
125.1
1042
146.7
315
1112
1042
1360
801
100.0
1042
1302
701
83.4
1042
125.1
702
71.5
1042
123.1
782
525
'58.7
1042
123.1
792
63 In
170.0
930
170.0
745
151.2
992
1636
818
1296
092
144.4
799
113.4
092
131.0
762
/00.3
992
121.4
708
007
992
114.11
756
75.6
992
105.4
743
04.8
092
100.0
741
992
1060
744
88 In
185.4
347
170.0
769
137A
947
146.0
713
118.1
047
130.3
765
103.4
947
117.7
752
913
947
106.7
738
82.7
947
1022
727
68.9
947
05.1
713
59.1
047
94.0
711
51.7
947
94.0
711
72 h
136.9
549
142.7
737
1132
849
121.E
722
07.0
849
1060
706
04.0
849
96.4
696
75.6
849
86.7
606
87.9
649
52.7
675
66.6
849'
75.3
659
63.0
648
72.5
652
WI849
724
651
761n
115.5
762
120.7
635
68.3
762
1026
662
625
7e2
600
640
722
762
80.9
629
64.2
7e2
74.2
620
57.8
762
392
613
46.1
752
62.8
602
41.3
762
50.9
597
361
762
59.4
595
78In
105.9
724
111A
634
09.0
724
641
621
76.3
724
020
609
60.8
724
74,4
590
59,4
724
60.1
501
53.4
724
614
583
44.5
724
67.3
573
38.2
724
54.3
567
33.4
724
53,5
5136
90 in
69.6
543
71.8
403
68.0
643
60.7
474
49.7
543
82.9
466
43.5
543
47.1
456
35.6
643
42.a
452
34,5
643
395
446
29.0
843
34.0
433
24.0
543
321
430
21.7
043
30.7
420
96 m
57.3
476
50.9
427
47.8
476
49.7
419
40.9
470
432
412
35.8
47a
33.5
406
31.5
478
34A
400
267
478
920
305
23.9
476
26.1
365
20.5
478
211.a
380
17.9
473
24.2
37e
10010
40.3
371
41.1
341
33.5
377
346
335
26.0
377
06.0
330
252
377
28.6
325
22.4
377
24.0
321
211
' 371
220
317
138
377
19.0
310
14.4
377
17.1
304
111 h
37.1
357
37.8
223
30,9
357
31.8
318
26.5
357
27.6
313
23.2
357
24.4
309
20.5
357
22.0
305
18.5
367
20.1
301
15.4
357
17.4
294
120 h
2523
300
29.8
279
24.5
306
23.1
274
21.0
308
21.7
270
18.3
306
192
261
16.3
305
17.3
253
144h
17.0
212
17.2
194
-
__
.",...,..e rIv An a le
TABLE 68 Anchor Capacity Table fibs)
Wtod
Meth
Anchor Clip Patterns
Substrate:
271 Coronae
3.3k Conc.
Holm WU
Filled CMU
PT
Amber type:
9I1C Elm Utrxan
1l4' E1eo UltraOm
U10' Elsa
son
3/16• EI0 L9ac00
1/4' Ebo L09aem
114A E
s(15' Bch
Demon
1/4.00 Elm
AgaaGror
WO 81etl
Sow (05)
012 Steal
Sorer 6•)
1112 ENDO
55 5W (05)
Edge gsnn.e (my
1'
11/7
t•
2-t,T
3.1/8"
1'
2-1/2
1'
2-1/2'
2"
}118"
2'
0.4C
0.54'
0.324
Embedment any
1-3/4"
1.3/4"
1-3/4"
1-314•
2
1.1/4'
MN'
1-1/4"
1-1/4'
1-1/4"
I.1/4•
2•
1.3/0'
1.30'
rKs
660 b
O.C. I Staderd
or Offset CAP (Fig. 182k
390 be
39010a
45016
890 la
1644 ea
270 bs
2801b
354 b
740 Ile
374 Its
664I66
946 b
341 b
442 Ib
1120 bs
2 Anchor. 0 4.74 Loh
Min. O.C. I Slandad (or Mel) Clip (Fl. 311
700 Cs
700 b
580 lb.
1410166
S52 I6.
WA
56016.
WA
630 b
N/A
8801b
WA
682166
885 lb.
2240 b
4 Anahms 0 2.24
0,C. / Sandm1(ar 01660 OM (RD. 47
090 04
1400 0•
N/A
WA
N/A
WA
760 I5a
WA
WA
N/A
WA
WA
136316
1770Its
be
8 Anshan 01.15" Min.
3" Mkt 0.0 / (2) 245 ANA /2I1ys / (F%. 5)
780 b
750 lb
59016.
1580 b
189614
540 06
660 b.
WA
NO In
748 be
890166
18921b6
662 lbs
8651b
b
1120
1630 b
4 Anchors, 0
8 Anchors 0 3" Mh. O.C. / 0) 265 Angle tlips / (RD. 6):
11701b
1170 b.
1020 to
2340 b
2844 bs
810 b
640 b.
WA
114011
11221b
1320 la
2835 Ps
10221s
WA
132/
WA
1430 b'
6601b
Mh.O.C. / U 110 Into Alum. (FI9. 7):
WA
WA
N/A
N/A
N/A
WA
WA
N/A
WA
WA
WA
WA
4 M0600 0 0.45" .124
2 Anchor. 0 223" Mh. O.C./ FC74 (Fla. 63
350 b
350 b
200 Um
705 Cs
476 I.
WA
280 b
WA
315 b
N/A
4401M
N/A
341 150
632 bs
4421b
565 Its
11201b
4 Anchors 0 1.15" Mh. 0.C./ FC261 (RD. 93
-__._.--'.---.�_-..........,.n..e"...,
480 b.
700 b
WA
N/A
,/vc
_ WA
AP TUC
WA
QrAMnA
380166
an n IP
WA
WA
WA
WA
N/A
NOTE: FOR THE OFFSET CLIP, U
FIGURE 1: FIGURE 2:
•
•
FIGURE 5:
• •
•
•
FIGURE 3: FIGURE 4:
i
•
FIGURE 6:
•
•
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
•
•
•
•
•
•
•
•
••
FIGURE 6. FIGURE 9.
•
FIGURE 7:
•
•
MENT FORMULA:
(DP ) X 1 ANCHOR CAP.,,,,,O,,c\
\ I ANCHOR CAP.,,.,
MULLION CAP...,.„
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE
SHEETS 2-4 FOR GENERAL INSTALLATIQN_MET� O• �S.• • • • • • • •
2) LINEAR INTERPOLATION BETWEEF FULL LENG'a'8S !74 )R QPEIgINGNIL 11S:'''S.•••1A,,,,,.��E. LLOWABL
3) MULLION AND MULLION CLIPS SHOWN ARE NOT•TOCCA6E. 863R:XA(:T 3IlENSnTtl(S, SEE SHEETS 21-23. HOLES
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRGSTRItaTIONS•SHQWN44 HEETS 21-23. FIGURES SHOW
SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALT• CCjIFj4M TO ASV C-90. SHALL B•E'PRESSURE-TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.55• ALUSIN UM SHALL B� 60 3- `AND BE•A�AI.IM15 5F .125' THICK. STEEL
STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (48 GAUGF). (TRUCTUWg. T 0 BE AT LEAST .125" THICK
AND A36. ALL ANCHORS INTO METAL SHALIQEXTEND ATELMASTaa SQREW THJ8EADS BE OND THE MATERIAL #10 &
#12 ANCHORS INTO WOOD MAY E STEEL, BE S.S. OR 410a5.S• • • • • • • ••
-41 1.000" r
4.000'
125'
1'X4
MULLION
N
Io
0
$
O
m
z
I
N
CO
go
n
00
CD
z
gO
4
�
PRODUCT REVISED
as complying with the Florida
Building Coda
NOA-No. 17-0630.01
Expiration Dat.05/26/2021
By
Mia 5 Product Control
000 • • • • 4100 • •
• • • • • • • •
• • • ••• • • •
• • • • • I • • • •
• •• •• • • • •• ••
••• • • • IS• • •
I HDLC /H
Mu64on Capacity Table (Ib9Ae)
1 X 4 X .375
AWm. Tube
MIL
Opening Width (Tor verec9Ny-8pemig radians) or Opening H9I8ht(for ho izo t9 f-5pann rg mullions)
50 In
eon
701n
00 In
90 n
1001n
129 In
140 in
180In
Rectal 4W
Lardre
R4WTnana
Lawny
RmMp4a
Lowing
Trap/Thaw
Lo344
Rectangular
Lading
11ep7riaq.
Lowing
RaNagr46r
Loading
Traplydan0•
Loading
Regrlpdar
Loading
'Ymfinnng.
Loading
Rectangular
Lo9dn9
Trap/Map.
Lading
Rect0noulr
Loosing
71110 r0140.
Loading
R lag10a
Loading
T,NTBag.
Loading
R.cta1Wlar
Loading
TnWTrim19.
Lading
ijaQ
g1
11
1C11
F
la
1111
ai
r
1111
ai
a
11
aI
11
r
1
a1
4
g
111.
fai
£
111
gi
11
hi
4
11
hi
1
r
11
hi
P
11
hi
it
r
11
a8
1
xg
11
h�
11
11
,A•
E
41C 11
11
1
11
r
I
11111
q
F€
J
S
421n
170.0
620
170.0
435
170.0
744
170.0
474
170.0
888
170.0
608
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
521
170.0
1488
170.0
621
170.0
1736
170.0
621
170.0
1963
170.0
521
48 n
170.0
705
170.0
524
170.0
650
170.0
584
170.0
092
170.0
830
170.0
1133
170.0
661
170.0
1275
170.0
077
170.0
1417
170.0
880
170.0
1700
170.0
600
170.0
1983
170.0
610
151.6
2024
170.0
600
50.0251n
170.0
747
170.0
683
170.0
886
170.0
631
170.0
1040
170.0
684
170.0
1195
170.0
723
170.0
1345
170.0
747
170.0
/494
170.0
766
170.0
1793
170.0
750
158.0
1919
170.0
758
1386
1919
170.0
758
541n
170.0
797
170.0
612
170.0
956
170.0
691
170.0
1118
170A
754
170.0
1275
170.0
803
170.0
1434
170.0
137
170.0
1594
170.0
656
159.9
1793
170.0
861
137.1
1799
170.0
181
120.0
1790
170.0
661
601n
170.0
885
170.0
701
170.0
/083
170.0
707
170.0
1240
170.0
878
170.0
1417
170.0
944
170.0
1504
170.0
906
156.5
1819
170.0
1033
129.0
1419
170.0
1063
111.0
1819
170.0
1033
972
1619
170.0
1063
6310
170.0
930
170.0
745
170.0
1115
170.0
850
170.0
1302
170.0
940
170.0
1486
170.0
1015
166.7
1542
170.0
1076
141.0
1542
170.0
1122
117.5
1642
163.E
1155
100.7
1542
167.9
1157
68.1
1642
107.9
1157
6841
170.0
974
170.0
789
170.0
1169
170.0
903
170.0
1364
170.0
1002
160.E
1472
170.0
1056
142.E
7472
168.8
1143
1235
1472
158.E
1130
107.1
1472
147.6
1101
91.8
1472
146.0
1104
80.3
1472
146.0
1104
72 In
170.0
1063
170.0
-678
170.0
1275
170.0
1001
150.8
1320
•1802
1101
132.0
1320
149.0
1082
117.3
1320
137.8
1035
105.6
1320
121.e
1040
66.0
1320
117.0
1024
75.4
1320
112.E
1013
66.0
1320
112.5
1012
761n
170.0
1122
170.0
937
149.6
1184
159.4
1013
121.2
5164135.9
994
1122
1134
125.7
978
99.7
1184
115.3
964
89.6
Has
107.5
152
74.8
1134
97.6
935
64.1
1184
193.1
P27
56.1
1184
92.3
925
76 In
166.1
1124
170.0
967
136.4
1124
147.0
063
118.8
1124
/28.8
947
103.E
1124
115.E
931
92.3
1124
104.E
918
63.0
1124
96.5
906
892
1724
69.0
890
59.3
1124
64.3
861
51.9
1124
63.2
871
90 in
108.1
644
411A
750
90.1
644
94.3
736
77.2
844
82.1
724
676
644
73.3
712
60.1
844
56.6
702
64.0
644
81.4
603
46.0
ON
54.2
078
36.6
844
500
661
33.8
844
47.7
662
961n
89.1
742
91.5
663
74.2
742
77.2
662
53,8
742
67.2
641
55.7
742
59.e
631
49.5
742
64.1
822
44.5
74
49.8
614
37.1
742
43.6
800
31.3
742
39.8
600
27.8
742
37.5
664
10851
626
566
63.9
530
52.1
588
63.1
621
44.7
568
46.6
513
39.1
686
41.4
506
34.8
586
37.3
498
31.3
588
342
492
20.1
586
79.8
481
22.3
588
28.6
472
19.6
5136
24.7
466
111 n
57.6
555
58.8
503
48.0
555
495
495
412
555
429
417
38.0
555
39.0
460
32.0
656
342
473
288
555
31.3
457
24.0
555
27.1
457
20.5
555
24.3
448
18.0
555
22.4
442
120In
413.0
475
484
433
SSA
475
39.0
42/
326
476
33,7
420
25.5
475
29.6
414
25.3
475
28.5
409
226
475
24.5
404
19.0
475
21.1
395
18.3
475
18.7
387
14.3
475
17.2
381
1441n
26.4
330
287
305
22.0
330
224
301
18.9
330
19.3
297
18.5
330
17A
203
_
_
IACLC Tt)
Aneho Capacity Table (lbs)
Anchor Cap Pattern.
Substrata
2.7k Concrete
3.5k Caw.
HOIIow CHU -
Mod CM)
P7 Woad
WWI
Anchor Type-
3778' Eko Ultrecon
tl4' Ebo Uli7asa
'fir E1c0
l8baea
3/18'Eko I16acbn
1/4"Eko MaconAggacemr
1/4' 55 Boo
5H6" Elco
Unix on
1/4' SS Ebo
Apy41196
MO Stad
Sens (CiS)'
612 Baals12
Scow TA)
Steal
Screw (051
Edge Okarlce M7
1"
2-1/2
1'
2-112'
11/8'
7'
2-17
1'
2.1/7
Y
17/e•
2'
0.46"
0.54'
0.921'
Embedment M7
1.3/4'
1-3/4'
13)4'
1-314"
Y
1-1/4'
1-1/4'
1-1/4'
1-1/V
1.1/4'
1-1/4"
Y
1-3R'
1-3/9'
arks
2 Mohor 0 4.75 Mln. O.C. / Slaked or 06W Clip (Fig. 182/
3901bn
39014
460 b4
890 b4
18441b.
270 Its
2801a
354 lbs
740936
3741be
884 Its
940Ibe
341 Its
4/2 104
590 be
4 Anchors 0 22 ' MI. 0.C. / Sandal (or Obet) Clip fig. 3T
7001a
7001bs
500 la
1410 ba
952 bs
WA
560 Its
WA
630 Bx
WA
500 64
WA
682 bs
885 b6
1120 b
BAnohora Pt 1.15' Mn O.C. / Standard (or Mad CO (Fig.4)
98066
14001be
WA
WA
WA
WA
7801a
WA .
WA
WA
WA
WA
1363 six
17701a
2240 Is
4 Anohon 4 3' Min. O.C. / (2) 21,5Angle CIR. / IFig. 53
7801a
7801be
680 be
15001a
189014
540 9•
580 bs
WA
750 ba
7481b6
8801bs
18021bs
IH216a
600164
1120 Its
6 Anchors O 3' MM. C.C. / 12) 285 Argo Clips / (Fig. 83
117016c
1170lbs
1020 la
2340166
28441bit
810 85
040 lbs
WA
11401N
1122 Cis
13201W
2838106
1022 lb.
1327 bs
16501ba
4 Anchors 0 OAS Mn. O.C. /1/419 Into .125" Alum_ (FI9. 7Z
WA
_
WA
N/A
WA
WA
WA
WA
WA
WA
WA
N/A
WA
WA
N/A
14301134
2 Mohan 0 225. UM. 0.C/ F-Clip (Fig. 05
35088
350 be
290 Its
70514
476104
WA
200 bs
WA
315 ADS
WA
440 be
WA
341 ba
442 Its
660 9x
4 Anchors 0 1.1S Mb. O.C./ FCOp (Fig. 97
480 be
700 be
WA
WA
N/A
WA
3801a
WA
WA
WA
N/A
WA
682 M
8851a
112018s
NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAT
FIGURE 1:
FIGURE 2:
•
•
•
•
FIGURE 5:
• •
FIGURE 3:
•
•
•
•
FIGURE 6:
• •
•
ANGLE CUP (FIGURES 5&6) MUST BE USED IN PAIRS.
FIGURE 4:
•
•
•
•
•
•
•
•
•
FIGURE8. FIGURE9.
FIGURE 7:
•
•
ANCHOR CAPACITY ADJUSTMENT FORMULA
(DP ) X /ANCHOR CAP.,_„. - ANCHOR CAP., ,
l MULLION /
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. R WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN M&ILLtEN8Tiri: AN:b01;OP1A443TIIS IS tLEWABLE
•
9) MULLION AND MULLION CUPS SHOWN ARE NOT SOALE•F065EXOCToIo�•ISIOto, SEE
SHEETS 21-23. HOLES TO BE DRILLED IN HAP FIELD NOLIIDWIYG DJMENSIOr4ALaRE5TRIGTIONS
SHOWN ON SHEETS 21-23. FIGURES SHDH SUGBEVIED, APFIROX1MATE H•LE&OC*' ONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE
PRESSURE -TREATED YELLOW SOUTHE♦'9.N I ¥VITH AN SO OF 0.55 ALUMINUM •S L j
8083-T5 AND BE A MINIMUM OF .125' THICK. STEEL STULY6 TOBEp MINIMUM GRA4 33 I).045"
THICK (18 GAUGE). STRUCTURAL STEENTO BRAT LEAS711.125' THICK AND A36. AM. ANCHORS
INTO METAL SHALL EXTEND AT LEAS! 3 SCREW THREADS OSMOND T9LE MATERIAL. #10 &412
ANCHORS INTO WOOD MAY BE ST1618-8 S.:. eiR 410 S.S. • • • • • • •
• • • • • •
-1 1.062' h--
4.000"
.375'
'X 4' X.375J
r -MULLION
--1 1.000'
4.000'
.375'
1 X 4' X .375J
MULLION
0
U
z
A
N
O
10
Z
6
N
MO
X
8
r-
05
70
41
0
N
zWz
PRODUCT REV SED
•s comply ng with the Florida
8uiiding Cod•
Non -No. 17-0630.01
Expiration Date OS/26/2021
By
:lam Product Contror
LYIVAi
tiN
* . No. 58705
cf
ATE ..•Y(y.
•••
�57 •.c<ORIOP•.
qq
,'A. L'YNNh1I4h0 P.E.
FL P.E.# 58705
• • • • • • • • • • •
• • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
••
1 AbiLt ISA
Mullen Capacity Table (IbaI&)
1 Z6" x
Mar x
.286"Alum
Tut a Mun
Opening Width (for uerdralyspamirtg amnions) or Opening Height (Tor ha dmr9e9raparrun0 minors)
501n
60 In
70 in
60In
90 In
1001n
120ln
140In
160 In
Reeelg4e
Laming
7/6p/Ttan9
Leming
40 R. t lnr.
Lowing
h6pr04ang.
xA6dn9
Reclen•aer
Loading
llsprtrIel0.
Loafing
Rsetsn•lar
LosingLasing
7hM1hr61.
Losing
Tll 11S e1g.
Loading
Rectangular
Locoing
Tnp0Tnang
Laming
Rectangular
LosLoadinging
'Dap/Nang.
Laming
Rectangular
LoaUnarmnp
11ap77#Sn6
Unarm
Rectangular
Leming
Tnlpl91n9.
Lmdry
11
G
$ }
1
.11
yg�
dl
g
8
II
i^
0
//
IA
3�
/&
a1
8
`
.J.
gff 21
l&
ii
�d
a;
1}
8
33i
0 `
ii
8
31
f e`a
dd
d
21
..,
dp
28a,
dd
6
45
5l
�1 y$`¢
d8
8
f
...
}�di `�
dad
a
l-
..
fig
E
za
qg g
3l
+
a q
i2
pg
Z
$g
it
i^
1S {yy�r�
8
it
ax g
fa
.ga
i
i1
la
h
it
S
g
42 in
170.0
620
170.0
436
170.0
744
1713.0
476
170.0
866
170.0
508
170.0
692
170.0
519
170.0
1116
170.0
621
170.0
1240
170.0
521
170.0
1480
170.0
621
170.0
1735
170.0
521
151.6
1769
170.0
521
48 In
170.0
708
170.0
024
170.0
860
170.0
584
170.0
992
170.0
630
170.0
1133
170.0
661
170.0
1275
1760
677
170.0
1417
170.0
6e0
154.8
1546
170.0
600
1327
1548
170.0
660
116.1
1641
170.0
680
60.e25 in
170.0
747
170.0
563
170.0
898
170.0
631
170.0
1045
170.0
ear
170.0
1195
170.0
723
170.0
1345
170.0
747
187.0
1463
170.0
756
139.2
1468
170.0
756
119.3
1466
170.0
756
104.4
14811
170.0
758
54 in
170.0
797
170.0
812
170.0
958
170.0
6991
170.0
1116
170.0
764
170.0
1275
170.0
603
163.1
1776
170.0
437
148.8
1376
170.0
856
122.3
1378
170.0
661
104.E
1376
170.0
881
91.7
1378
170.0
851
6090
170.0
885
170.0
701
170.0
1063
170.0
797
158.9
11513
170.0
676
130.0
1154
167.4
030
123.6
1158
158.E
919
111.2
1154
150.0
912
92.7
1158
144.8
905
794
1158
144.E
905
figs
1154
144.8
905
631n
170.0
930
170.0
745
160.1
1051
170.0
050
737.2
1051
155.9
862
120.1
1051
1420
846
108.7
1051
132.3
337
90.1
1051
125.7
630
80.1
1051
119.5
622
686
1051
110.1
821
00.0
1051
119.1
021
661n
157.1
957
170.0
760
120.3
957
151.8
805
110.4
957
134.0
790
704.4
957
121.6
777
92.a
957
112.5
767
83.6
967
10E6
759
69.8
957
100.0
760
587
957
98.9
748
522
067
90.0
748
721n
125.7
as
1352
698
ia7.3
604
1162
684
91,9
804
101.3
671
50.4
404
91.4
650
71.5
004
64.1
650
64.4
604
75.8
643
53.8
804
723
833
46.0
004
6U529
40.2
804
693
628
76 in
106.4
722
114.4
630
912
722
971
618
782
722
851
606
63.4
722
76.7
596
60.8
722
763
580
54.7
722
65.5
580
45.6
772
59.5
570
30.1
722
56.7
563
342
722
882
564
7810
101.2
655
106.8
800
64.4
685
89.6
568
723
655
70.5
577
63.3
685
70.5
508
582
665
64.5
560
30.6
685
60.1
553
422
685
64.3
543
362
686
41.4
637
31.6
685
50.7
536
501n
85.9
515
88.0
457
54.9
515
57.5
443
47.1
515
50.1
441
41.2
515
44.7
434
36.6
515
40.8
420
33.0
618
37A
422
27.5
515
33.1
413
233
515
303
407
20.6
315
29.1
404
961n
54.3
453
55.a
404
45.3
453
47.1
367
38.6
453
41.0
391
33.9
453
36.4
305
302
453
33.0
379
27.2
453
30.4
374
22.6
463
26.6
388
19.4
453
24.3
360
17.0
453
22.9
356
10116
35.1
358
39.0
323
31.8
35s
32.8
316
27.2
358
20.4
313
23.6
358
25.2
306
212
358
22.7
304
19.1
358
22.e
300
15.13
358
18.0
233
111 h
35.1
338
358
308.
29.3
338
30.1
301
25.1
336
261
297
22.0
330
232
293
16.5
338
20.9
269
17.6
338
19.1
285
120 81
27.8
29a
26.3
284
23.2
290
23.0
260
19.0
290
20.8
258
17A
200
182
253
15.4
290
18.4
249
14461
16.1
201
103
186
_ _
-
-
I /AOLC a0
Anchor Capacity Table (the)
Anchor Clip Patfamt
Substrate
279Corcree
366 Car.
N000a CMU
F136OCMU
FTwdm
Meal
Arrtntr
&1f7 am) Ullman
vd•Eko Ulracm
5n6'Lko
U6mcm
ytCFJfoU1/arm
Yl EkoU6acm
1/430 Eko
A99 r
N16'Bco
U6rxm
1/4'55 Et
AggR('ai6e
#10318A
Screw (tb)Screrw
e125*51
#1231ae
ecrd (Ci3)
Edge 13133nc80nj
1'
24/2
1'
24/2
s176'
1'
24/2'
1•
24/I
r
&UT
r
048•
0.64.
0.324
Emtednet6
13/4'
13.4'
13/4'
144"
r
1-v4'
1-1/4.
14/4'
14/4.
1-4M'
14/4.
r
13B•
13/0
Yaks
2 Anchors 0 475' MIS O.C. / Bargain' a LMsel 101p 03g ik
396 hs
360 to
45010e
690 6s
164413
270 Ile
28710s
354 6w
740116
37413
664 68
946 IN
041 Os
442103
560103
4 Arc110m @ 1.10 M6t O.0 / Sfa dan1(cr Omei) Clip (R6 $
460155
700 9e
N/A
WA
N/A
N/A
300 66
WA
WA
N/A
WA
WA
052 to
885 98
1123 aw
4Maws @ 3' Mh. 0.C-/(21246 Angle Clips /q1g. 4
700 W5
7006a
65065
150016a
1E66 6.5
540103
6m to
N/A
760 Its
745103
883 lie
1802 Ds
e52De
8850.6
11231e
4 Archon @0.45' MIS O.C. !U2lp. Into _125• Aunt (FIg 44
WA
WA
WA
N/A
N/A
WA
WA
WA
WA
N/A
WA
WA
NM
WA
1433 b1
1Arclnr/F.II(gag. 5j
195 Os
19564
22510e
44564.
822106
19585
1401e
177163
370156
187104
332181
479103
17066
22118
200635
2 Anchors @ 1.10 MI5 O.CJFL11p 699 67
240 Ds
350 Rd
N/A
WA
N/A
N/A
160 as
N/A
WA
NIA
WA
NM
341 to
442 60
660 6a
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDnRD CLIP.
FIGURE 1: FIGURE 2:
•
•
FIGURE 3:
•
•
FIGURE 4: FIGURE 5:
•
•
•
•
•
•
•
•
•
•
•
FIGURE 8:
•
•
ANGLE
CUP MUST
BE USED
IN PAIRS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(DP,o) X / ANCHOR CAP.,o,a„\ _ ANCHOR CAP.,,,
lMULLION CAP.,,,,,,,,,
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN M4LEF I3 S P 1D7(;R OPFNING •WIDT•HS ISM TOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT =0 S0♦L5. F• at ESAC:DIIIENCONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED INA'HE FIEIDIFOILOVANGADIMIsNSIpliAa RESgtICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOWMSUGGESTES, APPROXIMATE POLL LOCATI)NS.
•• • • • •• • • • ••
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CM) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .125" TiHUCW 61 EL STUD%T0 BE /,MINIMUM jiWQE 4,1 op
.045' THICK (18 GAUGE). STRUCTURAIa6TEEI•TO BE ATd_EA T .t05' y-IICK AND AWL ALL•
ANCHORS INTO METAL SHALL EXTEN®AT LEAST 3 SCREW THRSADSBEYOND 7i-1E MATpiRIAL
#10 8 #12 ANCHORS INTO WOOD MAY BE STAEL, 1898 S.S.101 410S.S9 • • •
• •• • • • • • ••
•••` • -••• • • • -
I-1250'--)
3.188'
-265'
1.25 X 3.188• X .265' MULLION
(1-1/4' VF MULLION)
LO
N
rn
U
rc
I
O
1D
0
1
07
CO
60
W
CO
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z
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cocx
PRODUCT REVISED
as comply ng with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Dat• 05/26/2021
By
Nlam a roduci Control
Y
0
:t.:21:;C..581-YE-4.7A18.05.6.11r.
.1
--O G
�0•. SATE ��'. (G�
s
'S /ONALI€
A LYNN MILILER, P.E.
FL P.E.# 58705
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
TABLE 9A
6AuOlen Cepaody Table Phalle)
136 z3.25
9.100
Alum. Tuhe
Minn
Op6n99 Width (torvedlaly-aper96na moons) or Opening He
aht(50rhorhoOta@Mpaminp mWlotn)
16014
BO in
70in
601n
9090
1001n
12074!
14010
bDN
we4
L455
7
10.065
N
Leming
rtWTem9.
Ladbp
w r
lo.dll6
7owd
Lowing
a hr
L9th9
Tr
10s4689
R1
Losdng
T 9.
Loading
R9e19e9
lss75
IILna
LoadInp
Re6
Loading
r a
Loading
wo
Loading
Trap/Mane
Loading
wo
Loading
Trap/Plane
Load
Np
11
Is
11/I11/
_
III
_
las
1
11/S
li1
5
III
11II11
�..
as
II
111
1
111
1111111II11II11II11II11II11/I111111/d
III
&
_
li
1�$
111
_
III
1g
1
Pet
II
ri
11:
lyi¢j
1111
1700
I
621
IS78
a
1700
435
170.0
744
170.0
476
170.0
866
170.0
608
1706
962
170.0
619
170.0
1118
170.0
521
163.3
1118
170.0
521
127.7
1118
170.0
527
195
1116
170.0
627
958
1118
978
1700
880
421n
170.0
820
524
170.0
650
170.0
184
167.8
978
170.0
630
1467
978
170.0
661
1304
618
170.0
677
117.3
978
170.0
080
97.8
_ 878
170.0
580
63.8
978
170.0
680
713
696
48 N
170.0
700
170.0
170.0
653
170.0
896
170.0
631
150.7
927
170.0
684
731.E
927
166E
708
1172
927
159.1
DB
105.6
927
168.3
696
87.9
927
168.3
686
78.4
92/
160.9
695
669
927
1563
662
60.625In
1700
747
612
194.5
869
1700
691
132.5
068
163.9
683
116.9
666
141)3
889
109.8
889
134.0
860
92.7
809
1209
664
77.3
869
129.e
0552
081
568
126.9
052
57.9
669
126.8
683
64 N
170.0
707
170.0
634
119.4
746
132.3
820
102.3
746
117.8
606
89.5
740
107.8
699
79.8
746
101.0
392
71.6
740
98.6
62/7
69.7
748
93.3
683
51.2
748
93.3
583
44.8
746
632
529
60 in
/431
748
163.8
579
1011
677
1112
660
88.4
877
100.4
655
7/.3
877
91.4
646
4.7
677
(0.2
639
81.9
677
81.0
634
61A
677
77.0
529
441
677
78.7
529
38.7
677
767
432
636!
123.7
817
132.0
630
09.7
817
97.6
619
70.9
1317
653
506
67.3
617
78.3
600
599
617
116
494
613
617
667
480
44.8
817
64.4
483
n.4
617
63.7
482
316
617
817
666!
7261
107.6
82.9
617
518
114.1
87.1
6111
74.2
440
69.2
510
862
432
61.6
616
68.8
426
48.1
518
54.2
419
11.4
618
50.7
474
34.6
518
468
408
26.6
618
45.0
49
266
518
45.0
406
460
406
89.1
667
486
62.8
366
50.3
486
54.9
' 390
44.1
465
49.4
384
391
485'
45.3
378
36.2
466
422
374
29.4
486
363
367
25.2
485
98.6
364
220
45
382
163
345
in70.3
465
717
387
643
441
57.7
379
4.8
441
60.6
372
40.8
441
46A
348
381
447
41.8
360
326
Mi
38.7
368
272
441
349
349
29.3
441
33.1
348
201
441
327
10.7
250
78In
662
441
660
265
344
392
37.0
289
90.3
332
32.3
284
28.6
332
268
280
23.6
332
28.1
276
21.2
332
24.1
272
17.7
392
21.3
2641
18.2
332
19.8
262
13.3
332
90 N
42.4
332
43.6
35.9
280
29.1
291
30.3
268
26.0
291
264
262
21.9
291
23.5
246
19.4
291
21.3
244
17.6
291
19.5
241
74.6
291
17.1
296
12.5
291
16.6
232
8811
35.0
291
208
205
730
21.1
205
17.5
230
163
201
16.4
230
182
198
106 N
24.6
230
25.1
211
197
169
218
19.4
184
182
216
76.8
191
14.1
218
14.9
166
_
111 In
22.6
218
170
14.9
197
15.3
167
_
-
-
-
120 N
17.9
187
18.2
_
TABLE 9B Anchor Capacity Table(b9)
PT wood
1399
AnehorC5pPaltema
SODelre1e:
2.7k Conant.
3.56 0000.
Robe CNU
Few ChB
A16100Trpe:
3lt8• Eka Ultnxan
1/4. Boo Unman°
lAbseen
3118" Eno Mum
1/4" Elea Uln9an
1/4' S8 Eno
A99n41a
5H8" E6o
IAMeon
1/4" 88 Bea
A9.90ekr
WO Mel
SBr99' (05)
912 Steal
8919ww (05)
912 Steil
09n9 (735)
i"
2.1/2
1"
2-112.
3-1/8'
1"
2-1/2"
1"
2-1I2.
2"
3-1/e"
T
048"
0.54'
Edge mama 00):
Embed/691(1n
1.55"
1-3/4"
1-3"4"
1-64"
2"
L1/4"
1-1/4"
1-1/4"
1.174"
1-1/4"
1-1/4'
T
t318"
34119
1.3/2
442 b
lades
580 be
abet alp (Fig. 13
36019
300 60
450 6s
89019
11441bs
270109
2001b6
35410s
740 b
374 60
864 109
946 roe
86519
112066
2 A00Mn 0 4.76' Min O.G / elendmd 75
Mud) alp (F10. 2)
4901be
700 6e
WA
N/A
N/A
WA
3801be
WA
N/A
NIA
WA
WA
a82 lb.
885164
11201 s
4 A999411.15. Min O.C. / Standard (or
/ 295 Angle Clips / 0-10. 35
700 b
780 b
680 60
166019
1898 b
640 8e
5B0 6s
WA
780 bs
74819
880156
1892 bs
082 60
WA
WA
9501bs
4 Mohan fa 3" MO O.C. (2)
No Alum. (Fig. 45
NIA
WA
NIA
N/A
N/A
N/A
WA
WA
N/A
N/A
N/A
WA
221166
20060
3 Aroma D 0.54' Mh O.C. / U-a7A
1 Aneha/F'C59ins at
165 be
19519
225500
44558
6226e
135 be
14060
1776e
370 108
107 Ile
932168
47365
170 bs
941 6s
442109
590 19
2 Anchors 01.15" Min. 0.CJ F-alp (Fla 03
240 In
350 60
WA
N/A
N/A _
N/A
190 Iles
N/A
WA
NIA
WA
_ N/A
FIGURE 1:
•
•
FIGURE 3:
•
•
FIGURE 4: FIGURE 5:
•
•
•
•
FIGURE 2:
•
•
•
•
•
•
FIGURE 6:
•
•
ANGLE
CLIP MUST
BE USED
IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR•OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN AF NET TUt reFQOOE (( Ind SQNS SEC
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOL I SI RI ONS
SHOWN ON SHEETS 21-23. FIGURES SHOW SYOGEST D•APIIRO*IMAjE Hj3 QGJ 1 N$•
• • • • • • • • •
4) SUBSTRATES: CONCRETE SHALL CONFO J* TO AEIaAI SPEMPICATIONS. HBLL(MN AN*
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045' THICK (18 GAUGE). STRUCTURAL STEW_ TQ BEAT LEAST,25' THICK AND AAn• •
ANCHORS INTO METAL SHALL EXTEND AT LEAST •SCREW TIIRF�DS&EYQND THE RIt.I•
#10 & #12 ANCHORS INTO WOOD MAY BE STIEEL, 16-8 S.S. OR4410 S.S.• • • •
• • • • •
• -•• • • • • • ••
• • • • • • • • • •
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(� ) x / ANCHOR CAP.,,s,,,S.\ o ANCHOR CAP.,,.
l MULLION CAP.,,0.... /
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
1.250"
3.250" 3.260"
it
.100' .100'
125"X325"X.100'
MULLION FOR
FIELD -MULLED UNITS
r,.250"�1
1.25' X 3.25. X .100"
MULLION FOR
FACTORY -MULLED UNITS
ce
Kco
EE
IS
/J
z
W
0
9,
a
40
49
c9
N
B
8
r
04
b
U
U
CL
N
J
7
O
O
X
N
X
N
O
60
z
05
N
co
$o
F-
03
O
r
z
0
Y
3
0
PRODUCT REVISED
as comply ny with the Florida
Building Code
NOA-Ne. 17-0630.01
Explratlan Da t• 5/26/2021
BY
Blain P ..ct Control
1111IIItt/)"
• UlCEN3e'•.4
* No.66705
//,,; 0NAL E `•
A.LYNS•SWItLL R,P.E.
FL P.E.# 58705
••• • • • • ••• • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
0•• • • • ••• • •
TABLE 10A
Mullion Capacity Table pbe5P)
128 x326
x .624
Alum. Tube
MuBdn
Opening Width (forv1lticell7-spa Wan g
mLLiols) or Opening Ha ght (lochorimrlelyspannir0 mullions)
SO In
60In
701n
80 in
90 in
1011n
1201n
1401n
160
In
Ran2n9ular
Loading
Trapinhng.
L..d1.g
Recta Nadu
Lading
Tr.p/rrun0.
Losing
Reeengulu
Leading
Trani/Ong.
Loading
nga
R4Cnlar
Lo.&p
Tr.p/Tdeng.
Luring
Rectangular
Leaen9
Tug/Nang.
Loa Ing
Rectangular
Ladng
Truarag.
Leading
R.ctangobr
Loading
Tep/rdan6.
Loading
Raelenguler
Leading
Lap/T0n4
la&•
Rectangular
Laming
Trap/Slang
Leading
.t
t
la
i --
;a
Ed
4'
u
t2
.t8
C
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=a
is
42
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_ Mullion LAMA' I
435
170.0
744
170.0
478
170.0
868
170.0
506
170.0
992
170.1
513
170.0
1118
170.0
621
170.1
1240
1710
521
1700
1469
170.0
521
170.0
1736
170.0
621
170.0
1983
170.0
521
42 in
170.0
620
706
170.0
170.0
524
170.0
950
170.0
624
172.0
992
170.0
630
170.0
1133
170.1
661
170.0
1276
1700
677
170.6
1417
170.0
180
170.0
1700
170.0
680
169.7
1979
170.0
680
148.6
1979
170.0
680
40 In
In
170.0
747
171.0
663
170.0
096
170.0
631
170.6
1046
170.0
604
170.0
1195
170.0
723
170.0
1346
1700
747
170.0
1494
170.0
756
170.0
1793
176.0
766
1521
1877
170.0
756
133.6
1177
170.0
756
50.626
170.0
170.0
797
171.0
612
170.0
966
170.0
691
170.0
1116
170.0
754
1700
1276
170.0
803
170.0
1434
170.0
837
170.0
1694
170.0
166
168.4
1759
170.0
061
134.1
1769
170.0
861
117.9
1753
170.0
961
54 In
170.0
886
170.0
101
170.0
1063
170.0
797
170.0
1240
170.0
876
170.0
1417
170.0
544
161.1
1611
170.0
996
145.0
1511
170.0
1033
120.0
1511
170.0
1063
103.6
1611
170.0
1063
90.6
1611
170.0
1063
6O in
W in
170.0
930
170E
746
170-0
1110
179.0
150
170.0
1302
170.0
940
1506
1379
170.0
1016
1312
1370
170.0
1076
125.3
1370
164.0
1032
164.4
1370
165.9
1072
19.5
1378
155.3
1070
78.3
1370
1248
166.3
129.0
1070
976
974
170.0
799
170.0
1169
170.0
603
155.6
12413
170.0
1032
1362
'1246
161.E
1013
121.1
1241
147.1
1000
100.9
1242
139.0
969
90.0
1248
730.4
978
771
1248
129.0
076
81.1
86 In
In
170.0
167.E
1049
170.0
178
139.9
1049
160.2
892
119.9
1049
132.1
876
101.9
1010
118.1
860
932
1049
109.7
146
133.9
1049
102.7
138
69.9
1049
94.3
125
59.9
1049
91.2
620
62A
9049
91.1
B20
72
941
149.1
022
112.9
941
128.0
806
101.9
911
1112
791
89.2
941
100.0
771
/9.3
941
91.7
766
71.4
441
16.6
767
69.6
941
77.8
744
51.0
941
74.0
73/
44.6
841
73.3
736
76 in
142.7
' 132.0
894
137.6
703
110.0
694
110.9
767
94.3
664
102.4
759
02.6
894
91.9
740
13.3
894
84.1
730
66.0
094
71.3
721
59.0
194
70.7
707
47.1
094
67.0
701
41.9
184
68.1
698
71In
671
86.7
096
71.6
671
74.9
565
61A
671
65.3
575
63.7
671
68.2
508
47.7
671
62.9
558
43.0
671
41.8
651
36.8
671
43.1
639
30.7
871
39.7
531
26.9
671
37.9
626
90In
15.9
721
627
19.0
690
61A
516
90.6
690
63.4
609
44.3
690
47.6
602
39.3
690
43.0
484
36.4
696
345
412
23.6
690
34.7
477
25.3
690
311
469
22.1
690
29.8
464
96 in
70.13
680
466
60.1
421
414
466
121
414
355
464
37.1
408
31.1
484
329
402
27.6
466
29.7
396
24.9
466
27.1
391
20.7
466
23.6
382
17.1
466
21.2
376
16.5
466
191
370
Min
49,7
45.6
441
46.7
400
382
441
31.3
393
32.7
441
34.1
307
206
441
30.2
362
26.4
441
27.2
376
229
441
24.9
372
19.1
441
21.5
363
10.4
411
19.3
366
14.3
441
17.8
351
1111n
36.3
378
361
344
30.2
378
31.0
939
26.1
371
26.8
334
22.7
376
23.7
329
20.1
370
21.3
325
18.1
376
US
321
16.1
372
18.7
314
1201n
211
242
17.6
262
17.1
239
16.0
262
16.3
236
-
-
- -
1441n
21.0
262
TABLE 10B
AnchorCe53643tY
2.71( COX nse
3.51004.
Table (lbe)
Ndlow74U
Filed CMU
PTV
Anchor Clip Patents
_ settee,
Anchor type 3/18' E1co Ithacan
1/4 B 500566 n
0016' Elco
um,.916'
Bcoll1raon
MY BYO Macon
1/4* SS Boo
AggreGalr
5/16' Ex0
UOratm
1/4 SS Bco
r Ag919016
210 Stec
Sciew(10)
1'
2.112
1'
2-112'
3.1JS'
i'
2-V2
1'
2-1/2
2
3-112
7
0.40'
Edge0101axe 0n)
Eb136516e6t n' 1. /4'
1.94'
13/4'
13'4
r
1-114'
1-1,7
1-1/4'
1-1/4
1.1/4'
1-1/4
7
1-116'
OC. I Mandan CT Offset Cop (FOE 1) 300 be
3939e
4501b4
80008
1644Ibs
270 Ds
2601a
361Ib6
74010a
374 bs
6640e
946 ht
34103
2 Mxl.%®47Y1an
Harken (or 0116elC0P (Fig 2) 460166
7001e
WA
WA
N/A
NM
3601W
WA
WA
N/A
WA
WA
682 be
4 Anches61.15' MI6.0.0 I
O C. l W 2r5 Argo Clips / 0'T9 37 760 M
780 be
680 Ds
166016
1896Ib1
64013s
560Ito
N/A
7600
748 Ds
680106
1602 Oe
662 Ds
4Art burs 4113" Mln.
UCBE Into Alum (Fig 4) N/A
N/A
NIA
WA
N/A
N/A
WA
NfA
WA
N/A
WA
WA
WA
3Anchors 40.6e Mn.0.C./ .100'
1 Arc tor /FCOp M5. 5T 105 lb,
19616
226 136
44608
322060
13508
14000
177159
370126
187 bs
WA
332109
WA
473105
WA
1701b9
3411bs
2 Amnon ®1;10'MIn O.C./FCIIP(Fig 6) 242 in
35001 _
NIA
N/A
N/A _
N/A
10006
WA
WA
FIGURE 1:
•
.
FIGURE 3:
•
•
FIGURE 4:
•
•
•
FIGURE 5:
•
FIGURE Z
•
•
•
•
•
•
FIGURE 6:
•
•
ANGLE
soul
W2Sled
3cr5r (05)
(1.54.
138'
442 06
695 166
886 as
WA
2211a
442 be
Meal
•123ixl
SCma 635)
0.324.
value
660 08
1123106
11201D3
050 03
260 an
660 Bs
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CUPS SHOWN ARE IDDO SM. F1ya EtAC NON F • •
SHEETS 21-23. HOLES TO BE DRILLED IN THE F•LD FOLLO(F NG �1 S RFrSTT
ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCHOR CAP.,,a,r,„,
(DP ) x ( ) ANCHOR CAP.,.
MULLION
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULUON
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
1 NS 3.250'
CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, ARFRQ)(IMSITE YOL`LO NS. •
BE USED • • • • • • • • •
IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORMSVP ACI 31110SPECIF1W0 'IONSPHOLIDW AND* •
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T5 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BF•Jj4EAST .12%THICK 41:40 A36. • • • •
%B
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 S6REW THRGADE/ONQ THEMAL •
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-65.S. OR 41SS.S. • • •
• • • •
•
• •• _• • • • • •
• • • • • • • • • •
•
1.25' X 3.25" X .824'
MULLION FOR
FIELD -MULLED UNITS
1.25' X 3.25• X.624"
MULLION FOR
FACTORY -MULLED UNITS
fir
LL
0
7
2
W
1D
I-
2
z
Z_
j
N
-3
Na-
2
U
-3
-3
2
2
d
k
I
Z
09
co
F-
02
gO
8
j
z
O
mo
PRODUCT REVISED
as complying with the Florida
Building Cede
NOA-No. 17-0630.01
1I1111 I11f//7
ocENyF •, C/_
Q�. No.58705 ,.1
�,
%;;90 • STATE Op
'i`'ONAL-,f�``�.
'Jl /ll 11111L1
A. LYNN MILLER, P.E.
FL P.E.# 58705
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
TABLE 11A
MWllon Capacity Table (Io.fft )
.„2, i394.
x .62,1
Alan. Tobl
Mualat
Opening W dlh (for rortical5apa11t0g manna) or:pening Haight (br Il6raodelyspenning mullions)
1600
60 in
70i
80ln
9000
1000
120 in
1400
50n
RactapWar
Lo.din0
TrapTdne
Laadnl
RxlaryWr
Lwdn9
Tra0�an0.
Loadi5
Raaa r
LosdO•
7min 1s.
Lnadn5
RacnnBula
Lo.ing
Tnp?dn0,
Loadn0
RwunOUar
Lo44ip
Tnprtrin0.
L0adn0
wcawwr
Lo.do0
Tnplrral0.
Lo.dno
RaclarQ<Y
Lo.du•
Tnyf06r67.
L0Wn0
Retten•dar
Wdng
Tnpitn0.
Loa4ir6
ReehnOW6r
L0aan0
Tny7rlay.
Load65
a
}
3aia.a;1
E _
Ga
..
s
eialA4ala1a;a'a3afagaLaga4&iiLtlstaa
'8 ..
Via.
f
1-
:1
,�
'& _
€a
, fi'
?
o _
'�.
>,
"
;
& ..
3i
E
f_
:®.
&
£
�A
F
_.
t�.
2
.�
G
.'
a
842IAt11a15;afa
E n
"
'E
S a
�.
&
.
i _
.6
.
.
3
aEa€&1
3A
„
Er
>,
Y
it
S ..
2
$a
'�
4
3A55
rA
i ...
.+Q
i
l55
7
_,
1
1
436
170.0
744
170.0
470
170.0
166
1700
506
170.0
992
170.0
519
17/.0
1114
1700
521
170.0
1240
1/0.0
521
170.0
1483
170.0
521
170.0
1735
170.0
521
170.0
1983
1700
521
683
41 In
170.0
620
170.0
170.0
624
1740
650
170.0
6114
170.0
992
170.0
630
170.0
1133
1700
661
171.0
1275
170.0
677
170.0
1417
170.0
680
170.0
1700
170./
600
170.0
1983
170.0
600
170.0
2267
170.0
170.0
756
4018
170.0
705
663
170.0
896
170.0
631
170.0
1046
170.0
694
170.0
1195
170.0
713
170.0
1346
170.0
747
170.0
1404
170.0
766
170.0
1793
170.0
756
170.0
2092
170.0
766
170.0
2391
2403
170.0
661
50.625 in
170.0
747
1700
170 0
612
171.0
966
170.0
691
170.0
1116
170.0
754
170.0
1276
170.0
803
170.0
1434
17E0
837
170.0
1694
170.0
856
170.0
1913
170.0
861
170.0
2231
170.0
861
1542
2163
170.0
1063
54 in
170.0
797
1700
751
170.0
1063
170.0
717
170.0
1240
170.0
675
1700
1417
1700
944
170.0
1594
1140
19e
/7e.0
1771
170.0
1033
170.0
2125
170.0
1063
140.3
2163
170.0
1063
129.6
170.1
1171
60 in
170.0
866
930
170.0
745
170.0
1116
170.0
160 '
170.0
1302
170.0
940
1700
1481
170.0
1016
170.0
1673
170.0
10/6
170.0
1869
170.0
1122
156.9
2960
170.0
1169
134.5
2850
170.0
1171
117.7
2060
1966
170.0
1286
63 in
170.0
1700
789
170.0
1169
170.0
903
170.0
1384
170.0
1002
170.1
1551
170.0
1086
1700
1753
170.0
1155
170.0
1948
1740
1210
143.0
1966
1746
1275
1220
1966
170.0
1286
107.2
1352
661n
770.0
974
170.0
871
170.0
1275
171.0
1009
170.0
1468
170.0
1126
170.0
1700
1700
1221
154.1
1734
170.0
1316
131.7
1734
169.8
1386
116.6
1734
165.9
1364
99.1
1734
150.4
1362
66.7
1734
160.2
121.2
1216
7217
170.0
1063
1710
337
1700
1346
170.0
1000
161.5
15E6
1700
1209
1474
1566
1662
1286
137.1
1556
1515
1216
117.9
1556
141.3
1251
96.3
1666
120.3
1229
642
1656
122.3
1219
717
1656
109.3
1164
761n
170.0
1122
967
170.0
1381
170.0
1116
155./
4477
169.3
1245
136A
1471
152.0
1224
1212
1477
139.1
7206
109.1
1477
129.5
1191
949
1477
116.1
1160
779
1477
110.9
1158
612
1477
970
711n
170.0
1161
1700
966
1106
1110
123.9
968
101.6
1110
107.9
951
680
1110
96.3
936
75.9
1110
87.6
922
71.0
1110
60.1
910
592
1110
71.3
891
50.7
1110
66.8 .
671
44.4
1119
82.7
90 in
1420
1110
1465
872
97.5
975
1015
856
13.6
975
18.3
842
73.2
976
78.6
129
66.0
075
711
117
516
975
65.4
0117
48.8
975
574
739
411
975
523
776
36.6
975
40.3
767
612
66 in
117.1
975
1203
696
61.5
171
70.7
685
58.7
771
61.3
671
51.4
771
54. 3
664
45.7
771
49.0
656
41.1
771
44.2
617
34.3
771
348
832
29.4
771
35.0
821
26.7
771
730
32.4
296
681
108 in
822
771
NO
773
661
63.1
730
65.0
650
54.1
730
56.3
640
47.3
730
499
631
421
730
45.0
622
37.9
730
41.1
614
31.1
730
35.6
tm
27.0
730
31.9
609
23.7
225
501
111 in
120 in
70.7
59.9
730
624
611
669
49.9
614
51.2
560
42.8
624
44.3
652
97.6
624
39.2
544
33.3
624
36.3 '
637
30.0
624
32.2
631
26.0
624
217
619
21.4
624
24.6
511
10.1
624
433
35.1
400
21.9
433
294
395
24.8
433
25A
390
21./
433
224
366
193
433
20.0
311
17.3
433
182
376
14410
34.7
TABLE 11B Anchor Capacity Table pa)
PT WOs
Metal
Anchor Clip Panama
5006tdten
271 C0nenste
151 Core.
Mcl 4 CMU
Fae0 ON
Anchcr Type
sir EkO Ullman
VP Macon ncon
516. Elea
Ul1.m
3/16'Om Macon
VP FJc0UbsconAggreaaor
VP SSIX0
5
imam
5 Eno 1/4'9c0
Agurellaor
4410 Steel
Sue* (OS)Screr
d1281eel
(06)
41251M
00500 (fah)
1'
2-1/7
1' '
247
3-1/8'
1'
227
1•
2-1/7
T .
3-1/3'
2
0.46'
0.5P
0.
Ms Distance 0n).
Embeonent3n)
ism-
14P
1d/4'
144'
2
1-1/4'
1-24.
1-114'
1-1/P
1-1/4'
1-1M
2
546 to
1-36'
941 U9
1.913'
442 br
take
560 be
Sn7G•0 cr 01se1(04 (Sp. 1)
350 tbs.
NO Rs
453 Ihs
NO Its
1644 Ms
27010s
280 Os
354 CS
1401t
374 Os
664 m
WA
182 bs
886 to
1170 bs
2 Milers 11475' Mtn O.C. /
1.10" 24I1c 0 0 / 912I3081(o C48e1)C1p (F10 2)
493 IS
703lea
N/A
WA
NIA
N/A
3801s
NA
WA
NIA
748 Os
WA
000 to
1022Is
6B2 Os
805 be
11201s
4 An6On @
holy 3' 111. oz./ o2) 245A55260084s / 550 3)
780 Cs
780 t0s
600 Ws
1560Is
16061bs
54010l
56310c
NIA
760Is
NA
WA
WA
NA
WA
1267I0s
4Anc 4;
0,54" MYL O.C. / U121p, 16o .toil' Aunt (Fq 4)
N/A
WA
N/A
WA
N/A
N/A
WA
WA
WA
187 Ds
332 ix
473 lea
170 Es
221 Cs
280 0s
4 Arenas el
1 Arc ror/ FCep Ong 5)
105 Ms
105 8c0
226 Oa
445101
8221541
135119
140 Ite
177 bs
370101
N/A
WA
WA
341176
442 •x
550 as
2Axt5n 91 1.18 Mn O.0/ FC19 (Fig 6)
243 es
soots
NA
WA
NA
WA
19011s
74/A
WA
FIGURE 1:
•
•
FIGURE 3:
•
FIGURE 4: FIGURE 5:
•
•
•
•
FIGURE 2:
•
•
FIGURE 6:
•
ANGLE
CLIP MUST
BE USED
IN PAIRS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(� ) X 1 ANCHOR CAP.,,,,,,,.) _ ANCHOR CAP.,,,
MULLION CAP......./
USE THIS FORMULA TO OBTAIN THE ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MI..4 LEliaT}diS . 4D( R OPENING 5IID=HS IStleOWABLE
• • • • • •
3) MULLION AND MULUON CLIPS SHOWN ARE NOTaTO SCSIE. FQR EEACd DI:EN:IONS, SEE
SHEETS 21-23. HOLES TO BE DRILLED IIITHE FIELD FO6LOWINGIDIMENSIQI8 - RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES S� �54S000EE50MTEB, AIMPR(1I TEMOIE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
606345 AND BE A MINIMUM OF .100' 11HIC1I.•IEEL STUDS TO BE 0 MIN IMUMfaliripE PA
.045 THICK (18 GAUGE). STRUCTURAPSTEES TO BE AE LEAST .105' SNICK AND A36. ALL,
ANCHORS INTO METAL SHALL EXTENE AT LAST 3 SCREW THREADS BEYON. SHE MATIERIAL
#10 ANCHORS INTO WOOD 401.�Y BE SIZE, 1�8S.S• !4: S.S. •
• • •
••
• • • • ••• • • •
125" X 3.94- X .624'
MULUON
COPYRIGHT 0 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED
151
11;
s*
J6
co
J
7
2
N
0
X
0)
X
.
4V
15
sn
Ce
CO
U
0
A
1
0Z
el
00
O
5-
418
z
0
0
O
ice
O
ate
PRODUCT REV SED
•s complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
B
MI m Product Control
* i N0.56705
,'A. NEN MYWER,\P.E.
FL P.E.# 58705
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
•
12A
TABLE
Mullion Capacity Table (1_bMt')
2 x 4 x 25
Alum. Tube
Mutlion
Opening Width (for witaelly-sperrirg millions) or Opening Height (for ttxlmrieryap8Mrg mulions)
50 h
80 h
701n
801n
901n
1001e
120 in
1401n
18081
Rats/v4w
TIRE„6
(•na oulr
11e9/11I4no.
Loading
Reclenpier
Loaning
TnPTrian9.
Laean9
Reel 1g Ir
Lowing
TrR/TOvlg
LO�g
Rmrp6r
L�9
Trapadsn9.
Lo40Yg
Realarylr
Ind8O
T 60/014 9.
Loadho
R4416ngdar
Loading
Trq/TIhno.
L4a0n9
R444619016
Loa•g
7rupc111469.
W
Loaelg
T. 3I0 dp.
Looms
Lowing
LOwdn9
L05i0n9
g
1�
g
i5 _
ga
Is
I
@
II
gt!
r
II
1g
�.-.
II
a
I
II
,�
s
`
1
g
II
I
E
III
II
l'^
d
aB
I
1A111on c.poiry
ma)
F
ii
II
I
r_
aI
I
_
hh
I
3
"21
42 In
170.0
620
170.0
435
170-0
744
170.0
478
170.0
068
170.0
506
170.0
962
170.0
619
170,0
1116
170.0
521
170.0
1240
170.0
521
170.0
1480(170.0
,821
170.0
1736
170.0
521
1700
1963
1700
521
4684
170.0
708
170.0
524
170,0
850
170,0
584
170.0
992
170.0
630
170.0
1133
170.0
061
170,0
1275
170.0
677
170.0
1417
170.0
690
170.0
1700
1700
880
175.0
1983
170.0
680
170.0
2267
170.0
880
50.6754n
170.0
747
170.0
563
170.0
896
170.0
631
170.0
1048
170.0
684
170.0
1195
170.0
723
1700
13411
170.0
747
170.0
1494
170.0
756
170.0
1793
170.0
756
170.0
2092
170.0
758
170.0
2391
170.0
768
641n
770.0
797
170.0
612
170.0
056
170.0
691
170.0
1116
17Q0
754
170.0
1275
1700
803
170.0
1434
170.0
837
170.0
1594
170.0
858
170.0
1913
170.0
861
170.0
2731
170.0
661
170.0
2550
170.0
'881
601n
1700
885
170.0
701
170.0
1063
170.0
797
170.0
1240
170.0
875
170.0
1417
170.0
944
170_0
1594
170.0
996
170.0
1771
170.0
1033
170.0
2125
170.0
1063
170.0
2479
170.0
1063
160.3
2880
170.0
1063
63 h
170.0
930
170.0
745
170.0
1116
170.0
650
170.0
1302
170.0
940
170.0
1436
170.0
1015 '
179.0
1673
170.0
1079
170.0
1659
170.0
1122
170.0
2231
170.0
1169
106.7
2553
170.0
1177
145.9
2583
1700
1171
6610
170.0
974
170.0
760
170.0
1169
170.0
903
170.0
1304
170.0
1002
170.0
1558
170.0
1086
170.0
1763
170.0
1155
170.0
194A
170.0
1210
170.0
2338
170.0
1275
151.9
2437
170.0
1286
132.9
2437
170.0
7286
721n
1700
1063
170.0
878
170.0
1275
1700
1009
170.0
1438
170.0
1126
170.0
1700
170.0
1228
170.0
1913
170.0
1315
170.0
2125
170.0
1387
145.6
2164
170.0
1446
124.6
2184
170.0
1528
109.2
2104
170.0
1530
761n
170,0
1122
170.0
937
170.0
1344
1700
1000
170.0
1570
170.0
1209
170.0
1794
170.0
1322
1661
1960
170.0
1421
149.6
1940
170.0
1505
123.0
1960
161.6
1648
106.1
1960
154.0
1530
929
1960
152.7
1531
7111n
170.0
1151
170.0
957
170.0
1381
170.0
1116
170.0
1611
170.0
1250
170.0
1542
170.0
1369
1527
1861
170.0
14/4
137.4
1661
163.1
1500
114.0
1861
147.3
1473
952
1581
139.5
1459
85.9
1861
137.E
1454
170.0
1328
170.0
1144
149.1
1390
1513.0
1219
127.8
1380
136.0
1108
111.8
1396
121.3
1179
99.4
1308
110.2
1102
09.5
1398
101.6
1147
74.5
1398
89.8
1122
63.9
1398
027
1105
56.9
1396
789
1096
90In
93 h
147.4
1229
151.5
1098
122.9
1229
127.6
1079
105.3
1229
111.2
1061
92.
1229
90.9
1044
81.0
1229
89.6
1029
73.7
1229
824
1016
61.4
1228
722
893
52.7
1229
65.9
977
46.1
1228
62.1
957
103.5
971
106.6
877
863
971
80.0
8(2
74.0
971
77.2
649
84.7
9971
08.4
837
67.6
971
61.0
025
51.6
971
56.5
e16
43.1
971
49.0
796
37.0
871
44.0
782
324
971
40.8
771
1051n
1111n
924
919
97.3
632
79.5
919
819
619
66.1
919
709
806
59.
919
629
794
03.0
919
56.7
764
47.7
9/9
51.8
774
39.7
019
44.8
768
34.1
919
40.2
742
29.8
919
37.1
732
120 in
755
705
768
715
629
7(6
64.5
705
53.9
706
55.6
695
472
716
494
660
41.9
785
44.4
077
37.7
716
40.5
668
313
701
34.9
663
270
786
31.0
641
23.6
768
264
631
144 h
43.7
546
442
504
36.4
648
37.0
498
31.2
646
319
491
27.3
546
26.2
405
24.3
546
26.3
479
21.8
546
229
474
162
540
18.5
464
15.8
546
17.2
455
13.7
546
15.6
448
TABLE 12B
Anchor Cap idly Table Obi)
WW1
MMorCBP Patterns
Substrata
2.78 rblcn5e
35k conc.
Na9ow CAW
Flied CMU
P7Woo0
Anchor Type:
Yi6 ec0 Maxon
v4'Elca Utmcon
s16'FJ0O
ulr cm
SM6'Elco Ullam
VP E8o U0r4con
V4"9S Et
A9geGacr
s16. Deo
Macon
1/r SS B1O
A99eciaar
010 Sled
Sow (cc;5)
#12 Steel
screwy
612 Seel
soar (25)
Ease Dsmrce 514
1'
2-1/7
.1"
2-V2'
31a'
P
2-92'
1"
24/2'
S
S1/0"
7'
0.48'
0.54'
0.32r
Em0eclna9(In7
14/4'
1-94'
13/4'
1.34.
2'
1-1/4"
i-1/.
1.1q"
1-7/ 4.
01/4"
1-1/r
2'
1-3'8'
1317
'ra105
5601E
O.C. / S1rn901 or001et Cep fig 182)'
30 D5
340104
450 05
0901s
1844 D5
270 be
2e01ns
354 p
7400s
374 roc
664 0a
946l
941105
442105
D1
2Mans @ 4.75° Min
O.C. 15Lancla 0 (or Orbit) Up (FI9 3)
740 495
740 84
6301E
1485119
1424 m
NIA
500 86
N/A
695115
11/A
660 me
WA
602 85
685101
1120
168005
4 Archon @ 2.66' Inn
MK CC / Standard (or Met) Cop fig 4Y
685155
050g1
7561E
1946 to
WA
WA
705me
WA
799105
NIA
WA
WA
10221135
1327I34
66506
11226
6Act1ar5221.71'
0.C. / Angie Ups 1010sy
7655.
5601E
1560834
1826 Ds
MDs
560 05
WA
760105
7461ns
8600s
1602 Ds
66264
16E006
{Archon@ 7 MM. (21215
1410. O.C. / 80205 Ar9D011p51 77g 67
1170126
1170116
1020 030
23400E
2544 09
81
040676
WA
1140 00
1122 In
1933105
2636661
1022156
1327 09
073 8@1
64r0tors
3 Arc tors 01.04' MIo. O.C. / ULOp, Into .127 Alm_ (f1077
N/A
N/A
N/A
N/A
WA
N/A
WA
WA
WA
N/A
WA
WA
N/A
WA
N/A
NIA
WA
WA
21 9x
6ArMa di0.54'Mh O.C. / ULllp, n10.127 Hurt 5=g. 0Y
N/A
WA
WA
WA
N/A
N/A
WA
WA
WA
N/A
NIA
440 89
WA
341 25
442 85
000 126
2 Moon @ 268' Mrt O.C./ F'CNp (Fi9 0f.
370 105
370 tx
315105
74310+
712 86
NIA
260 D5
WA
3481E
N/A
WA
WA
511138
664116
5401ts
3Arc bona 171. Min. 0 C/ POO 519. 101:
443 Ds
525 Os
_ 37985
07986
N/A
_ N/A
35304
WA
9001E
NOTE FOR THE OFFSET CLIP, USE THE
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4:
:61 1.6
• 5
•
FIGURE 6:
• •
•
•
11:
FIGURE 6:
• •
•
FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10.
•
•
ANGLE CUP
(FIGURES 586)
MUST BE USED
IN PAIRS.
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
TMENT FORMULA:
(OP ) X ( ANCHOR_ANCHOR CAP.,,,
MULLION
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLON
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR
GENERAL INSTALLATION METHODS. • • • • • • • • • • • •
•• 6 • • ��•* • ,•! • •
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/a)jpPENINg JID�11S:` AI. • •:121/811.• •• • •
• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCAIE,FOR Fi:4C47 DIME IO/J5.4EE • 11EF S 22-ZINOLEES TO BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23- FIGURES SHOW SUGGESTED, APPROXIMATE HOLE
LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 Er���ATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PilpS5R1 EAf/FJLL 4 UTHERR ill W►I* PJ,1 SG OF 0.55.
ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125";HICK TEEL S S TO ' IMUM p DA.046'
THICK 3 SCREW
(18
GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THIOX AND A. ALI.4NCI-i 1 S 0
THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHOR91NT0•• WOO•]4MA• Y BE S1046., 11 -8 S1FS. OR 41p S. • .
•••• • • •
7.1
A
•
.250'
4.
i/
2" X 4' X .25" MULLION
U
W
0
CO
-J
-J
N
X
X
�N
in
N
U
CC
to
co
m
Z
01
N
op
0
c)
k0
vm
m
a
2
sm.0
PRODUCT REVISED
an comply ng with tM Florida
Building Code
won -go. 17-0630.01
Expiration Dater 5/28/2021
By Ili
Miam"' Product Control
111111111.
pNY
`��'t'�''S,10ENgF'•. �(�
* No.58705
AO�Ii( sr TE O '• [(jam:
A. Ll(I(IN MILS( , P.E.
FL P.E.# 58705
• • • • • • • • • •
• • • • • •
• • • • • • •
• • • • • • •
• •• •• • • •
• • • • • • • • •
• •
• •
• •
• • •
•• ••
• •
►.
TABLE 13A
2 x6x.25
AWOL Tub.
Mullion
50M
Re0lenyler
Loading
a
9c
11
42
48 M
50.625111
541n
80 M
031n
66 In
72 in
76n
78In
90 M
90n
100 in
111 In
120 In
144 n
170.0
17110
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
470.0
170.0
170.0
125.1
11
620
708
747
797
085
030
974
1051
1122
1151
1326
1417
1594
163a
1771
1554
7npRrtng.
Loading
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
1700
170.0
170.0
126.0
E
�a
435
524
503
612
701
745
789
070
937
067
1144
1232
1409
1454
1586
1445
00 in
Rechrg401
Loading
7g
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
104.3
11
c
744
850
roe
956
1063
1116
1160
1275
1348
1381
1564
1700
1913
1936
2125
1554
Tnp7Teag.
Loadin0
a
a
so
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
106.1
701n
Rectangular
Laming
Mullion Capacity TabM (We)
Opening Width (for 14ar6caty.9parrdrg md6orla) or Opening H. alit (for Mriax961784100ng mdlial5)
1201n
Tn5Trlanu.
Laming
80M
Rectangular
Laming
7149Rnmp.
Lowing
001n
Rectangular
Loading
Lowing
Leading
1001n
7hp11Yia g.
Lowing
Renagba
Laming
Trap1101n9.
Loading
Ftactangula
Leading
Loading
Rectangular
Leading
Loading
476
584
631
691
797
850
903
1000
1060
1116
1328
1434
1547
1700
1050
1425
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
154.4
80.4
885
092
1046
1118
1240
1302
1364
1406
1570
1811
1850
1933
2231
2293
2252
1584
1s
if
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
1700
170.0
1590
51.5
508
030
664
754
673
940
fo02
1126
1209
1250
1490
1622
1870
1032
1901
1407
e
3
170.0
1750
170.0
170.0
170.0
170.0
179.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
135.1
712
�a
412
992
1133
1195
1275
1417
1488
1558
1700
1794
1042
2125
2267
2550
2821
2252
1554
8
8
8
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
141.4
00.7
8,4
510
601
723
603
844
1015
1006
1228
1322
1389
1553
1704
2076
2140
1904
1390
71
60
170.0
1700
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
1705
164.E
151.3
120.1
605
al
ti
t116
1275
1345
1434
1504
1673
1753
1913
2019
2072
2301
2530
2781
2532
2252
1584
25
IA
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
182.3
1272
72.3
521
077
747
637
600
1078
1155
1315
1421
1474
1703
1952
2271
2245
1930
1373
s
170.0
170.0
170.0
170 0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
148.3
136.E
108.1
62.6
1240
1417
1404
1584
1711
1350
1943
2125
2243
2302
2650
2833
2781
2632
2252
1504
1
170.0
170.0
170.0
170.0
170.0
1700
170.0
170.0
170.0
170.0
170.0
170.0
101.9
143.4
1101
05.7
a-
yd.
521
000
756
1556
1033
1122
1210
1387
1505
1564
1918
2095
2333
2214
1915
1358
r7
eg
s$
170.0
170.0
170.0
170.0
1700
170.0
170.0
170.0
170.0
170.0
170.0
100.0
123.6
113.0
90.1
52.1
1
1400
1700
1703
1913
2125
2231
2338
2550
2092
2763
3188
3119
2781
2632
2252
1584
h
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
140.4
92.13
50.0
521
600
756
681
1003
1189
1275
1488
1629
1700
2125
2338
2261
2160
1872
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
1510
137.1
100,0
57.6
77.2
1735
1983
2231
2479
2603
2727
2975
3140
3223
3413
3199
2002
2252
170.0
1710
1710
170.0
170.0
170.0
170.0
170.0
170.0
170.0
163.6
125.0
115.1
88.2
TABLE 138 Anchor Capacity Table (lbe)
Wood
Metal
Anchor Clip Patterns
Substrate:
2.73 Concrete
3.53 Cone.
Hollow CIAU
Film OW
PT
OL2 Steel
Anchor lyps:
3/93. Eno Ultrecon
I/4. Boo Macon
3it'' EW°
Ulbecon
3/16. Elco Ultrecon
1/4* Elms Ugmcon
1/4• SS Eno
5/143. Elan
1/4. SS Elco
MO Steel
612 Meal
NIA
1430 lbe
0.C./ U.C16, Into Alum. (Fig. at
N/A
WA
WA
NIA
N/A
N/A
SUA
WA
WA
N/A
NIA
WA
NIA
4 Anchors 0 134! Min. .125.
NOTE: FOR THE OFFSET CLIP,
FIGURE 1: FIGURE FIGURE 3: FIGUFtE 4: FIGURE 8: FIGURE 9: FIGURE 10: FIGURE 11
•
•
FIGURE 5:
•
•
FIGURE 6:
I:
FIGURE 7:
•
•
ANGLE
CUP
(FIGURES
MUST BE
USED IN
PAIRS,
521
600
750
581
1063
1171
1268
1529
1694
1777
2273
2470
2234
2128
1638
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
170.0
136.5
1250
02.7
65.4
07.8
1943
2257
2391
2550
2633
2075
3117
5400
3560
3011
3413
3190
2781
2632
2252
11
170.0
170.0
170.0
1710
170.0
170.17
170.0
170.0
179.0
170.0
170.0
158.1
116.0
106.3
81.4
621
550
756
551
1083
1171
1530
1705
17013
1361
2423
2190
2096
1600
ANCHOR CAPACITY ADJUSTMENT FORMULA:
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES,
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON
LOADING. SEE SHEETS 2o4 foR_GENERAL INSTALLATION METHODS.
3) MULLION AND MULLION gLIPS shpwa ARg NiaT T,O. SVE:FOR eXeCT DIMENSIONS, SEE SHEETS
21-23. HOLES TO BE MIMED IA ifiE FIELAI fOLLOVIINGOM4NSIOtaikl_ RESTRICTIONS SHOWN ON
SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXJMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-F1LLED
Tr
CONCRETE BLOCK !iv (cylokriALL COUFORM II) ASTM C./IWO° SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WlitIAN SG ir045. 4LDIgINUM SFRIIE 5 AND BE A MINIMUM OF .125"
THICK STEEL STUDS ir BE AMINIMUNWRADE e3 AND .045 Ttil (la UGE). STRUCTURAL STEEL TO
BE AT LEAST .125' TMICK ANDA38. ALL ANICSIORB INV) META, SHALL END AT LEAST 3 SCREW
THREADS BETON& THE MATIROAL. al 0 8 #1III ANCHORS INTOINOAD WYSE STEEL, 18-8 S.S. OR 410 S.S.
MULLION
COPYRIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED
8.1
co
LU
in
in
in
el
tow
12
0
0
co
PRODUCT REV SED
a• comply Ili with the Florida
Building Code
Expiration Date 05/26/2021
By
rm
duet Control
No. 58705
A. LAftilli 8ME P.E.
TABLE 14A
Mullion Capacity Table (6aAt')
1.28" a Ll l'
z.126"AWm
Tub* Mull
Opening Width (tor yerlicaly-sperir6 mullions) or Opening Haight (Torhor12or0a5y-apamrg Mullions)
60 In
60 in -
7010
80 M
9011
10015
120 in
140
In
16011
T);1( 1.19
Reatanpular
Tre0Tdmp.
Loa•D
Reolangular
Loading
Top/Triang
Lwdn9
Re0ta19u6
Los11ng
Tnp/Trlaa.
Loading
Rsa406/401
Laadlr9
T.5TAeng
1u9819
R409111701ar
Loading
1rap77dang.
Lowing
Reotengular
Loading
714170.59.
L4adin9
Rxlaqula
Load
Tla87701649
laedl02
Rachral•r
Load51
T•p/Tda•
laming
RrrclepoW
Liming
Loading
Lnsdin9
...777
II
If
1
i8
f
11
I
II
II
1
1
II
a
II
1
1
S1
iI
11
i
31
II
II
f
6�
g
11
I
1
1
11
8I
i1
$_
gl
fI
1
if
B.1
11
Fe•
n
II
1
r
1
I
f
al
g
II
f_
IA
fi
f
1
1
f_
11
1
g
8
11
i$
1
fi
91
C_
t34
1a
S
'f
t
14.y
O
a
IR
3E
Id
�3
is
fi
S
3
,E
420
144.2
528
187.0
428
120.2
526
148.9
419
1010
528
1368
414
20.1
526
134.6
411
80.1
528
134.1
411
721
526
1341
411
60.1
528
134.1
411
81.8
526
134.1
411
45.1
526
1341
411
48In
96.5
403
1010
333
80.5
403
947
325
000
403
80.4
320
80.4
403
81.4
317
537
403
79.1
315
483
403
78.0
314
40.3
409
76.8
514
34.5
403
78.8
314
30.2
403
78.6
314
82.3
382
91-0
301
33.6
352
79.3
234
586
362
71.9
289
51.6
362,
87,2
286
45.7
382
84.8
284
412
9822
816
283
34.3
382
63.6
283
9.4
362
83.5
283
25.7
332
83.5
283
53.025In
54 6187.8
318
74.1
267
5E5
318
84.2
281
43.6
318
57.7
258
42.4
318
63.6
26(
37.7
318
60.8
250
319
318
435
249
283
318
49-1
2411
24.2
318
49.1
248
21.2
318
49.1
248
60 in
49.6
258
53.1
213
41.2
258
457
214
36.3
258
40.7
210
30.9
268
37.2
207
27.5
268
34.9
234
247
258
334
203
20.6
258
322
201
17.7
258
32.2
201
16.5
268
32.2
201
83 in
427
234
45.6
23D
35.6
234
391
195
30.5
234
34.7
192
25.7
234
31.6
189
217
234
29.4
186
21.4
234
280
184
17.0
234
26.6
183
15.3
234
26.5
183
13.4
234
26.5
183
66 In,
372
273
39.4
183
31.0
213
317
179
20.5
213
9.8
176
232
213
27.0
173
208
213
25.1
170
188
213
217
169
155
213
222
187
13.3
213
220
188
11.5
213
220
100
72 in
288
179
301
165
219
179
218
162
9.4
179
22.5
148
17.9
178
20.3
147
15.9
579
18.7
145
78 in
243
181
25.4
140
20,3
181
21.8
137
17.4
161
19.0
136
152
161
17.0
133
225
162
23.5
133
188
152
19.9
131
181
10
17.5
128
78 )n
A..rune r en III
TABLE 14B Anchor Capacity Table 5ba)
Metal
Anchor Cap Patterns
Substrate
2.7k Calmer
3.5k Cot_
t(oinw GNU
Filled CCU
PT Wood
Archer Tyse
911E Ek0 UI118cOn
1/4' EkOUfri al
5J1G Eko
Ulra:al
9/16'Eko USmcan
1J4'Eko Macon
1/4 S55ke
A9pe(1ao
5/161Eko
Ullman
tic SS FYo
A9y0Gaor
010 Steel
St/69 (66)
912 Steel
Straw
812 Steel
Sem'i(05)
Er{g Mine e(ini
I.
ai/2
r
aim
ave•
r
21m
1'
alrr
2
3-1/6'
2
1:148'
0.54'
0.324.
Embef ent voy
1441
1-3/4'
1-9/4'
1-3/4'
2'
1-1/4•
1-1/4'
1-1/4' -
1-1/4'
1-1/4'
14/4'
2
1-5161
1.36'
vales
1430105
4 Anchors a 2 Len. O.C. /(212r
5Argle Ctlps/(Fig. 1)
7801b1
780 E4
6101ts
1562 Ms
1e061a
540to
LSO we
NBA
730Itb
749 lb1
980105_
18921M
692618
58585
FIGURE 1:
ANGLE CLIP MUST BE USED IN PAIRS.
TMENT FORMULA:
(pp..
D: )XrANCHOR CAP..a ",� ANCHOR
1. MULLION
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTI• o90.dt1•))*D 5154AL`BE PlilESSIjEA(EATip•
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMIMNM SHALL B•6085-T5 N[ E♦ MIbIM44 Qf .125'
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 ANI)•04.5` THICK 8 GAMS!). S•R(ICTUU LL•TE1L TD BE AT
LEAST .125' THICK AND A38. ALL ANCHORS INTO METAL VS,,''"�LL EX� D IF U
LIO S1'3 SORE* - EADOBEYOND
THE MATERIAL #10 & 512 ANCHORS INTO WOOD MAY VS7EEL•1a- S.Skig10 5.i.• • • •
• ••• • • ••• •••
• • • • • • c •
• • • • • • •
• • • • •
• •• • -• • • • ••
•J• . ••-• • • •
F-1.268" .I
.125'
1.28" X 2.11' X .125 MULLION
(INTEGRAL FIN MULLION)
COPYRIGHT O 2017 POT INDUSTRIES, INC. ALL RIGHTS RESERVED
0
66
N
b
U
0
2
j
yZ
g�
D
OO)
83
8
7-
rD
20
1
Q
Z
cn
O
cn
Y
co
cn
4
1-3
PRODUCT REVISED
as complying with the Florida
Building Cod-
NOA-No. 17-0630.01
Expiration Date 05/26/2021
By
MlamWa roduc on o '
?f((11J1/I/////
` 0 '0NY LY Nly �
L10EN3:,; •.. ((� :
* No. 58705
'k
a ice.
ATE # ((�
A. L1114NMILLER, P.E.
FL P.E.# 58705
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
•
TABLE 15A
Mullion C panty Table (Iba)96)
326. 30
BAYIJLL
Op•nIns Width (for 1enital y47p,rring n6/lons) or Opening Height (for IDr120ntalyaparining mean)
501n
60 In
791n
8010
90In
10011
III in
14011
1601n
ihp/fdaog
Rectangular
TrLaedne-
R<0 6'g
Lmdng
T1aowinng.
Lowing
Raead 6u
lmdnp
TrLoo4ng
Leming
1ta<nm�sr
Ladn9
Te Pam'•
laadrq
3801. Vier
Loading
179 /7d+1e.
La.dre
Rea+na�
Lead
R'PT4N&
Ling
R40mnWlr
Loadn9
961(01a10.
Load.g
RechlVY0
Lowing
7npr01e6
Le.dn9
4sL0P4r
Laad79
I®dn0
laadng
g
g:g.
6
it
Z.
851
tasdrr9,
a
1sg1
1�
�
;;gg_ggk((
c
1/.aa�e�a:€g��d��
a
E�
{}8{t€
aq
of
$i
$
g
v
al
h
z_
11
s�
g
I
$
1
S
3a
6
h i`
e
�s
8
$
it
i
P
ABg
$
5
a
11
3.
a
1
`3�
di
i
p�yIi
i8
$
8
I
y1�¢t
d8
g
.
`I
gg�
dd
i
I.
c
g
42 W
170.0
620
170.0
435
170.0
144
170.0
478
170.0
658
170,0
508
170.0
992
170.0
519
170.0
1116
170.0
521
170.0
1240
170.0
021
170.0
1450
170.0
521
170.0
1735
170.0
621
149.1
1740
170.0
621
46 n
170.0
708
170.0
524
170.0
650
170.0
554
170.0
912
170.0
030
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
170.0
660
152.2
1522
170.0
680
130.5
1522
170.0
660
114.2
1522
170.0
600
50.026In
170.0
747
170.0
583
1701
898
170.0
631
1700
1046
170.0
684
170.0
1195
170.0
723
170.6
1345
170.0
747
164.2
1443
170.0
756
136/2
1443
170.0
758
117.3
1413
1708
768
1028
1443
170.0
716
54 In
170.0
797
170.0
812
170.0
956
170,0
691
170.0
1116
170.0
704
170.0
1275
170.0
am
160.4
1353
170.0
037
144.3
1353
170.0
856
120.3
1353
170.0
861
103.1
1353
170.0
861
90.2
1353
170.0
661
60In
170.0
885
170.0
701
170.0
1563
170.0
747
167.0
1218
170.0
075
146.1
1216
170.0
944
120.9
1218
159.8
936
116.0
1218
152.1
924
97.4
1216
148.1
913
43.5
1218
146.1
913
73.1
1218
146.1
913
63n
1700
930
170.0
745
170.0
1116
1700
650
150.2
1150
168.0
033
1514
1150
153.0
914
1168
1150
141.9
690
105.1
1150
1341
886
678
1150
128.7
671
75.1
1150
1281
670
65.7
1150
1282
970
06n
170.0
974
170.0
7119
152.4
1040
1658
881
130.6
1048
148.E
634
114.3
1046
133.1
080
101.6
1048
123.4
839
91.4
1048
116.6
630
762
1048
109.4
821
65.3
1048
1082
816
57.1
1048
1082
8141
72In
140.6
583
147.9
764
117.4
880
1420
748
100.0
two
110.5
734
9
800
100.0
722
782
860
920
712
70.4
880
062
703
587
806
792
693
50.3
080-
795
688
44.0ma
880
76.4
a
78 in710.7
700
125.1
090
89.8
790
106.4
876
05.5
790
03.3
653
74.3
790
63.9
652
00.5
790
76.9
843
59.9
790
71.7
635
49.9
790
65.1
624
42.5
790
62.1
619
37.4
750
81.5
617
768.
110.6
750
115.5
857
92.3
750
98.1
644
79.1
750
85.9
632
69.2
750
77.1
621
81.6
760
70.6
812
55.4
750
657
605
4E2
760
59.4
594
39.6
750
662
588
348
750
55.5
586
90121
721
503
74.4
500
60.1
563
629
491
51.5
563
548
483
45.1
563
459
475
40.1
553
44.4
468
36.1
563
40.9
482
30.0'
563
362
452
258
663
33.3
445
22.5
083
31.6
442
90 in
59.4
496
61.1
443
40.5
495
51.5
435
424
495
44.8
427
37.1
466
39.9
421
330
405
36.1
415
29.7
495
331
409
24.5
495
29.1
400
21.2
495
26.6
394
10.6
495
23.0
390
100 In
41.7
'391
42.6
353
34.0
301
36.9
349
29.6
391
31.1
342
261
391
27.6
337
232
391
24.9
333
20.9
391
228
328
17.4
39/
19.7
321
14.9
391
17.6
315
111 In
38.4
370
39.2
335
32.0
370
33.0
330
27.5
370
288
325
24.0
370
25.3
320
21.4
370
22.8
3/6
192
370
219
312
16.0
370
10.1
305
12041
30.4
317
30.9
289
26.3
317
26.0
284
21.7
317
22.5
200
19.0
317
19,9
276
169
317
17,8
273
In
17.6
220
17.5
203
-
144
...nun. a11111
TABLE 15B
Anchor Capacity Table (lbc)
Anchor Cip Patterns
Slaetaie
2.78 Cmloreta
3.50 Cone.
Ham CMU
Filled C/,W
PT Wood
Metal
Mona Type
3I18' Eko Ultraeon
1/4" Ebo MillarUlaadm
5/16' El"'1/4'
8118' Eko UMredort
111' Elmo Mao.
SS Elmo
A9064tor
716' Elco
US9do9
1/4• SS Eke
AQpregay
010 514d
Strew (G5)
912 6nx1
Screw (05)
912 Steel
Screw (G5)
Edge 13utane.On3
r
z-1rr
1•
2-1/7
3-ve^
r
2-t/z•
r
2-1rr
2•
3-1re-
r
o.4a'
g.s1•
o. 324.
Embs6116n7018
1314"
1-3/4-
13/4"
1-3,4'
r
1-1/e
1-1/6
1-114'
1-1//'
1-114•
14/4'
r
1-0/5'
1-0/8'
70116
580 6•
5^ Mtn. O.C. / (2)
245 ANC Ceps / 010.17
390 In
390 bs
Co b.
930 De
1700 Fs
270 Ws
280165
354 8a
74015.
9741te
720 W.
948 Os
541 los
442 Ws
86511.
1720 IN
2 Anchors 50
Mtn 0.C. / CL) 245 Angle Caps / (Fin. 2):
760 bs
780 Ws
79016s
1670 We
2525 b
540 9e
55054
WA
1120 to
74810s
680 Ds
1892 W.
682 D.
1660 b.
4 Archon 00 3.5"
6 Andras •' 271' Min. 0.C. / (2) 2.5 Angle Clipe / (Fig. 3/
1120Ins
1120 Ws
958 9r
22481 W
2254 Ds
WA
840164
WA
1059I138
WA
1320 Ce
WA
1022 8x
1327 Ds
FIGURE 1:
•
FIGURE 2:
• •
FIGURE 3:
•
•
•
•
•
•
ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALD. FlaPel4ACiDINIENSHWS, SU SHEET .
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RES=RIQTIOF� Slip Ot� SHg
1113.
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. • • • • • • • •
• • • •
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3Q1 S!ECIFICPTIOIIS. NDLL6W 11,ND66RQJT-FILL9D
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASi17irC-90.Wba0 SHIILCBE PRESSURE-UREA/BD
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606345 AND 8E A MINIMUM OF .125°
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY Be S1Eip18-8 S.S. OR 410 S.% • • • • • •
• • •` . • • • • •
• • •• • • •
• • • • •
• •• • • • • • ••
• • • • • • • • • •
ENT FORMULA:
(OP...) x (ANCHOR CAP., ,,,,,\ ANCHOR CAP.,..
`MULLION
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR TFE
OPENING, WHEN IT is LOWER THAN THE MILLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No- 17-0630.01
Expiration Date 05/26/2021
By
Miam • Product Control
11I/Lu/ll///,
`'la(3N cEr7NNM,! "',
,
No.58705
,p ,
�O�'., S ATE 4V;
..�''/S,ONAL fEN o•
A. L'MI> J4 LER, P.E.
FL P.E.# 58705
•
•
• • • • • • • •
• • • • •
• • • • • •
• • • • • •
•• •• • • •
• • • • • • •
•
•
•
• •
• ••
TABLE 16A
Mullion Capaciy Table (lbs6Ra)
326' 46
DEG.AI.
BAYMUu
Opanh g Width (for verticaly-apa7tng molars) or Opening Height (for haimrta0y-sparrfrg Mims)
501n
601n
70111
80 In
901n
100 In
1208'
140
M
160
to
Recta pea
Trap/Mang.
Leg
Rrr0npder
Laing
Trap/764d•
Lowing
Rectao4r
Loading
114.17tking.
Lowing
Roctanphr
Lowing
Tn94T44ng.
Lowing
Rx/n3Oa
Leading
1941.17da9.
Loading
Ra0WtOla
loadn9
Tn4VTdn9.
Leg
Rectangle,
Lodrg
7mp/ihn9.
Lowing
Rectangular
Lowing
Tnp7T60 g.
Lowing
Redaroda
Laedng
TwW1.111.0.
Lowing
Lowing
a
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420,
170.0
620
170.0
435
170.0
744
170.0
478
170.0
668
470.0
506
170.0
902
170.0
519
170.0
1116
170.0
521
170.0
1240
1740
621
170.0
1488
170.0
521
170.0
1735
170.0
521
100.9
1671
170.0
521
48in
170.0
706
170.0
524
170.0
650
170.0
5/14
1700
092
170.0
630
170.0
1133
170.0
661
170.0
1275
170.0
677
170.0
1417
1790
688
163.7
1637
170.0
680
140.3
1637
170.0
680
171.8
1637
170.0
880
50.825 in
170.0
747
170.0
563
170.0
896
170.0
091
170.0
1046
170.0
884
170.0
• 1195
170.0
723
170.0
1345
1740
747
170.0
1494
170.0
756
147.1
1562
170.0
755
126.1
1552
170.0
756
1104
1552
170.0
758
541n
170.0
797
170.0
612
170.0
956
170.0
691
1700
1116
170.0
754
170.0
1275
170.0
803
170.0
1434
170.0
837
1552
1455
170.0
858
129.3
1455
.170.0
681
110.E
1455
170.0
881
07.0
/455
170.0
831
11081
170.0
685
170.0
701
170.0
1063
170.0
797
7740
1240
170.0
678
157.1
1309
170.0
044
130.7
1300
170.0
998
125.7
1309
163.5
994
104.6
1309
157.1
982
69.8
1300
157.1
062
78.6
1300
167.1
952
6310
170.0
930
170.0
745
170.0
1118
170.0
050
1829
1247
170.0
940
142.5
1247
164.5
003
126.7
1247
152.0
965
114.0
1247
144.3
952
95.0
1247
1382
036
81.4
1247
135.7
935
71.3
1247
135.7
035
1381n
170.0
074
170.0
789
170.0
1189
170.0
903
148.4
1190
1837
985
129.0
1190
147.9
945
115A
1100
136.5
020
103.9
1190
1284
616
88.6
1100
119.5
000
742
1190
116.1
593
64.9
1190
115.1
893
721n
161.0
1010
160A
877
134.7
1010
144.5
859
115.4
1010
127.2
642
101.0
1010
114.7
828
89.8
1010
105.6
817
60.83
1010
98.9
607
673
1010
93.8
795
67.7
1010
67.8
700
50.5
1010
07.7
789
7611.
137.4
906
143.8
792
114.5
1333
1220
775
98.1
906
107.1
761
85.9
008
00.2
749
78.3
905
06.2
738
66.7
906
623
729
573
005
74.7
716
49.1
908
71.2
710
42.9
800
70.8
703
780n
127.1
881
1325
754
1051
661
112.6
738
90.5
801
98.8
725
79.4
881
60.5
713
70.6
061
81.0
703
63,6
681
754
694
53.0
861
66.1
681
45.4
981
64.5
675
39.7
861
83.7
872
901n
92.7
646
854
574
69.9
648
721
564
59.1
648
62.9
654
51.7
646
56.1
545
46.0
646
50.0
537
41.4
646
47.0
530
34.5
646
41.5
518
29.5
646
382
511
25.9
646
36.5
507
96 it
682
565
70.1
5011
58.8
588
50.1
496
48.7
506
51.4
491
420
560
45.8
M33
37.9
588
41.4
478
34.1
566
381
470
28.4
566
33.4
452
24.3
689
30.5
452
21.3
566
28.7
447
1061n
47.9
449
48.9
405
39.9
449
412
399
342
449
35.7
303
29.9
449
31.7
367
20.6
440
25.6
382
28.0
448
26.1
377
20.0
449
227
366
17.1
440
20.4
381
15.0
449
186
356
1115
44.1
425
46.0
356
36.8
425
37.9
370
31.5
425
328
373
27.6
425
29.1
387
24.5
425
392
362
221
425
24.0
356
184
425
20.7
350
15.8
425
18.6
343
12017
34.9
354
35.5
331
28.1'
364
29.6
320
24.9
364
25.6
311
2/.8
304
228
317
10.4
364
20.5
313
17.5
364
187
309
1441n
20.2
253
20.4
233
16.8
253
17.1
230
TABLE 16B
Anchor Capacity Table (Oa)
Anchor Clp Patterns
Substrate:
2.7k Canute
3.94 Conc.
Hallow CMU
Flied CMU
PT Wood
Metal
212 Steel
8aea (05)
Anctnr Type
1/6' Ebo 1)0raco0
1/4' Eko Macon
SHB' Eko
Ullmann
916' Eko Macon
UV Boo Ullmann
1/4' SS Eko
A9g0Gala
5/18" Ek0
L•woon
1/4' 85 Elea
Aggregator
WO Steel
Song (05)
912 Steel
UMW(035)
Edge Wnroe (517
1'
2-1/2'
1'
2.1/7
3-1/8'
t'
3117
1'
2.1/7
Y
3-1/8'
2'
0.45'
0.04'
0.324'
Embedment(r10
1-3/4'
1-3/4'
13/4'
1-314'
2'
1.1/4'
1.110
1.1/4'
1-174'
1.1H'
1.1/4'
2'
13/5'
13/6'
tones
60
5' Min O.C. / (2)
2a5 Angle (27, / (Fig. 1)
390 6a
390 be
45011e
800 6e
1700 6a
2701be
26014
354 Ws
740 la '
3741be
72014
945lb
341 be
44214
560
1120 •a
2 Moran a1
♦ Anthem M 35' Min 0.0. / (2) 265 Angle Cape / (F19. 27
790 be
-.__.._
780 b6
.."..,._
79014
�. ...
1870 0a
e,.s0..
2525 be
',At Ca
54014
A/A
56014
84014
WA
WA
112014
105914
74814
WA
660 Ile
13206a
189214
WA
0821bs
10226e
08514
139lea
188014
9 Melon 0271'Mtn O.C./(2)745Angle CBPo1(A6• 97
FIGURE 1:
•
FIGURE 2:
FIGURE 3:
• •
•
•
•
•
•
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION ANDMULLIONCLIPS SHOWN ARE NOT TO SCARG ECIPelf9ACIDIMOS1061s, 5E.w HETSZ123.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESy21CiION(j SI-�1WV1 N SS FVT T
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCANIONS. • • • • • • • •
• • • •
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 33QQ1,�SrECIFIC.RIOIRS. HOLLOW 6WD6ROUT-FILLI3D
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AS1M'C-90. EVMD SHALIDE PRESSURE-TREAAE6
YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF .125'
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
I FAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BB STIBZ.,M 6-8 S.S. OR 410 5.5b
• • • • •
• • • •• • •
• •• • • •
• • • • • • • •. • •
• • • • • •
• •
• •
• • •
• • ••
TMENT FORMULA:
DP ANCHOR CAP.,,00a, ANCHOR CAP ,�
( ) X `MULLION CAP.,.,,,,..J
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
.125"
LO
U
w
0-
0
13]
W
00
re
O
03
(0
1
z
00
co
0-1
10
a
zz
`L
O
'O
2
U)
0
aS
PRODUCT REVISED
ma complying with the Florida
Building Cod*
NOA-No. 17-0630.01
Expiration DatU 05/26/2021
By
Miam a roduc/ Control
`attt ,.11 a ,./,////
`�. aONY LYNNM� .
ATE
1 '�'.•-�v,10EN3F'•. ��
7k No.58705
IFS •••R,1 ORIDP,. •'G�l��.
A.SONAL
I!YNNdt)I ►EFivP.E.
FL P.E.# 58705
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
•
y 1.000" r--
F
2.000'
.125"
.125"
1" X 2' X .125^ MULLION
6063-T8 ALUM.
X-SECTION
-y 1.000' I---
F
2.000"
'X2 X .375' MULLION
6063-T6 ALUM.
X-SECTION
r-.125'
2.000' I
I
.125'
STANDARD CUP
6063-T8 ALUM.
X-SECTION
.375"_1'
MIN.
.375"
MIN.
3.125
5.500"
CUT HERE TO .375"
CREATE F-CLIP, SEE r MIN.
✓ - DETAILF, SHEET
▪ - STANDARD CUP
6063.76 ALUM.
CENTER OF ANCHOR HOLE MUST UE TOPVIEW
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 5-17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER 1/16".
.125'
.740'
5.500' -1 _ 375"
MIN.
OFFSET CLIP
606346 ALUM.
TOPVIEW
--I 1.000" I- -
2.750'
1' X 2.75' X .376° MULLION
6083-T6 ALUM.
XSECTION
2.125"
U-CUP
8063-T8 ALUM.
X-SECTION
.938° MIN.
U-CLIP
8063-76 ALUM.
TOPVIEW
CENTER OF ANCHOR
HOLE MUST LIE
WITHIN THE DASHED
BOUNDARY. SEE
SHEETS 5-17 FOR THE
ANCHOR O.C.
DISTANCE MAXIMUM
ANCHOR HOLE
DIAMETER: ANCHOR
DIAMETER + 1/16',
1.000" f •---
1' X 2.75' X .650' MULLION
6063-TB ALUM.
X-SECTION
T-
3.125'
h 1.000"�I
.125'
500'
1"X 3.125" X .5" MULLION
8063-T6 ALUM.
X-SECTION
2X5 ANGLE CLIP
6063-T6 ALUM.
X-SECTION
I-1.250"--i
3.188'
1.25 X 3.188" X .265" MULLION
6063-T6 ALUM.
X-SECTION
2X5 ANGLE CLIP
6063-T8 ALUM.
TOPVIEW
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE
ANCHOR O.G. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER +
Mull Dimension (sheetlq
PGT Part A
Mullion
Std. Clip
Offset Clip
U•Clip
Angle Clip
1" X 2° X.125" (5)
66605
666113M
6661118M
666243M
666511M
1" X 7' X.375- (8)
666006
666114M
6661119M
668244M
886512M
1" X 2.75" X.375" (7)
66607
666115M
6861120M
668245M
666513M
1"X2.75'X.6517.8g t
•g6608•
r6661185
6881121M,,
866248M
666514M
1" X 3.125" X.527" (9)
t16631M
I6813:11iM
466681141A
666242M
666515M
1.25" X3.188" X.26, (12)
•8664186
,86661118M
461168113Mt
668241M
866516M
1.26" X2.11" X.1858 (16) 4
•i9370•p Nick
• OFA•a
a N/A
668517M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOIy.OViQPJ3 IMENSIOjJAL RESjRICTIONS•G♦Vr O14 ;IS SHEET.
2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED, ARpROXIMATE HOLE I•j)C4IONS 4C. DISTANCE.
• • • • • • • • • •
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • -• • • • • •
• • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
A
F-1.266'-1
1.26' X 2.11' X.125"MULLION
6063-TO ALUM.
XSECTION
Dimension
Value (In)
For Mullion:
A
1.825
B
2.654
1 X7 X.125'
Aluminum
C
0.895
Tube Mullion
D
0.740
A
1.125
B
2.404
1 X2' X.375'
Aluminum
C
0.635
Tube Mullion
D
0.490
A
1.875
1 X275„X
B
3.000
Aluminum
C
0.757
.375
Tube Mullion
ID
1.118
A
1.312
1' X2.75" X
B
3.000
.650'
C
0.476
Aluminum
D
0.838
Tube Mullion
A
2.000
1"X3.125"X
.500" Alum
B
2837
C
0.863
Tube Mull
D
1.137
A
2.825
1.25'X3.188'
8
3.282
X.265' Alum
C
0.862
Tube Mull
D
1.762
1.26" X 2.11' X
A
1.813
.121' Alum
Tube Mull
COPYRIGHT ® 2017 POT INDUSTRIES, INC. ALL RIGHTS RESERVED
A
4
ca
CO
o
-63
`1
3
O
Y
O
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
By
MIamF� roduet Control
11111nnH/i HH
•."`N ANY LYNN
�.• 1"10EN4.. ((ems
No. 58705
':' tCs''.FCORIOP.•-'G• :
A,L Irb`OE.1 05 E.
FL P. 8705
•
4.000'
1.000" I--
---I 1.000' I --
4.000"
.125'
- -c rr 125
1 X4
MULLION
6083-T6 ALUM.
X-SECTION
3.250"
1.594'
.820"
1.250'
125' X 3.25" X.100"
MULLION
6005-T5 ALUM.
X-SECTION
.125'
126"
.100'
.100"
.100'
.375"
1" X 4' X .375'
MULLION
6063-T6 ALUM.
X-SECTION
1.594"
3.250'
1.250"
125" X 3.25" X .624"
MULLION
6005-T5 ALUM
X-SECTION
3.250"45° BAY MULLION
30' BAY MULLION 4 I % / 6063-T6 ALUM.
6053-T6 ALUM. ,_ I X-SECTION
X-SECTION
1' X 4" X 375"
"7"-MULLION
6063-T6 ALUM
XSECTION
3.94'
1260"
.375j
MIN.
2.875" 2
100'
2
5.500"
.125 STANDARD CUP
6063-T6 ALUM
X-SECTION
3.125
CUT HERE TO
_ CREATE FCLIP, SEE
DETAIL F, SHEET
.6+4' rC STANDARD CLIP
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM.
--I .820' I-- WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
1.25" X 3.94" X .624"
MULLION
6008-T8 ALUM.
X•SECTION
i
.228•1 -9B1' .226"J
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 10, 11, 13-15, 19 & 20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
.375
MIN
2.250"
SHEETS 10-17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER. 1/16'.
5.500"
.125"
.375'
2.126"
UCUP
6063-T6 ALUM.
X-SECT ION
2
-r.
L
1 i-•125"
2X5 ANGLE CUP
6053-TO ALUM.
XSECTION
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE
ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER • 1/16".
375'
UCUP
8033-T8 ALUM.
TOPVIEW
TABLE C
• •
• •
• •
O • &FFSET QLIP • • • • •
.125' 1106348 AMMO • • •
• • • TOP'dll7p/ • • •
.740'
• • • • • • ••
• • • • • •
• • • • • •
• • • •
CENTER OF
ANCHOR HOLE
MUST LIE WITHIN
THE DASHED
BOUNDARY. SEE
SHEETS 10-17
FOR THE
ANCHOR O.C.
DISTANCE
MAXIMUM
ANCHOR HOLE
DIAMETER:
ANCHOR
DIAMETER • 1/18'.
Dimension
Value (In)
For Mullion:
F
3.687
1" X 4" X
G
1.000
.125"
H
2.680
Aluminum
I
3.000
Tube Mullion
F
3.187
1' X4" X
O
0.757
.375"
H
2.430
Abrninum
I
3.000
Tube & "T'
F
2.250
125 X 3.25
0
0.750
X.100"
H
1.500
Aluminum
I
3.250
Tube Mullion
TABLE C, CONT.
Dimension
Value (In)
For Mullion:
F
1.938
125 X 3.25'
G
0.500
X .824'
H
1.438
Aluminum
I
3.250
Tubs Mullion
F
2.825
1.26' X 3.94'
G
1.125
X .824' _
H
1.500
Aluminum
I
3.250
TM Mullion
F
2.813
30" Bay Mul
F
2.875
45 Bay Mul
2)(5 ANGLE CUP
6063-TO ALUM.
TOPVIEW
Mull Dhneatton
• (sheet NI
POT Pert
Mullion
Std. Clip
Offset Cllp
UClip
Angle Cllp
' 1' X4' X.125" (10)
69384
686111M
6861122M
866241M
866518M
•
3' X4' X.375 (11)
03810
888112M
6661123M
668242M
866519M
I M' X4' X.375 T (11)
18893
6138112M
8661123M
668242M
668819M
1.25 X3,25 X.105 (13)
2016020312
668112714
8661124M
6682410M
6685115M
126' X3.25 X.624' (14)
20161(20315
6661128M
6661125M
86824111A
6685116M
1,25' X3.94- X.624' (15)
20162
6881117M
8881126M
888241M
886.51714
•
Pewee (19)
eecae
N/A
N/A
N/A
66341+O1A
46 Degree (20)
66650
WA
N/A
N/A
6685111M
• •• • • • • •
• • • • •_•• •_ e
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COPYRIGHT 0 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED
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PRODUCT REV SED
as complying with tM Florida
Builds Coale
NOA-No. 17-0630.01
Expiration Date 05/2E/2021
BY
Mlam a� • u Contro
111 lI ill 1/1/Iyi
�•'' I,ICENBF •• /( ma's
.4
* ; No.58705
•
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ids ••••F�ORIDP. • •'G\=`
s EN
'/�/4 0 fYAL1111.‘.
A. LYNN MILLER, P.E.
FL P.E.# 58705
• • • • • • • • • • • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
000 • • • 0110 • •
Mull Dimension
(sheet#)
PGT Part
Mullion
SW. Clip
ll-Clip
Angle Clip
2"X4"X.25" (18)
66602.
666281M
668271M
8885112M
2" X8" X.25"(17)
68604
666262M
666272M
6685113M
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 18-17 FOR SUGGESTED, APPROXIMATE
HOLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
250"
.250'
2" X 4' X 25"
MULLION
6083-T8 ALUM.
X-SECTION
2' X 8' X 25'
MULLION
6083T6 ALUM.
X-SECTION
.375
MIN.
.375"
MIN.
2.000'
--1 r.125'
STANDARD CLIP
6063-T6 ALUM.
X-SECTION
.125
1.490"--
3.500"
5.500"
CUT HERE TO
CREATE F-CLIP,
SEE DETAIL F.
r- SHEET4
.375'
MIN.
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-
--
3.4
--
---
LT
_I
1
/ IL - STANDARD CLIP
CENTER OF ANCHOR HOLE MUST LIE 8063-T6 ALUM.
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 16-17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER 1/18".
3.500"
5.500'
CUT HERETO
CREATE F-CUP, 375'
I _ SEE DETAL F, .375'
r SHEET4
STANDARD CLIP
8063-T6 ALUM.
TOP VIEN
2.125"
I--.125'
U-CLIP
6063-T6 ALUM.
X-SECTION
.125'
3.438"
U-CUP, 8063-T8 ALUM.
USED FOR 2" X 4" MULL ON, SHEET 18
TOPVIEW
CENTER OF ANCHOR HOLE MUST LIE
WITHIN THE DASHED BOUNDARY. SEE
SHEETS 16-17 FOR THE ANCHOR O.C.
DISTANCE MAXIMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER + 1/16'.
5.438'
• • •
•
••
•
• • • •
• • • • • SU-CLIP • • • • • •
• • • • 6•63.16 ALUM. • •
• • USt?D FOR 2•X 6•AIULLION, 31IEET 17 •
• • • -•• •TC$VIERI • •
• •• • • • • -• ••
• • • • •.. . t
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• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
-'-I I-"-• 125"
1
6.438"
2X5 ANGLE CUP
8063-T6 ALUM.
X-SECTION
2X5 ANGLE CLIP
CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM.
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 16-17 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER ANCHOR DIAMETER * 1/16'.
5.000"
2X5 ANGLE CUP
6063-TB ALUM.
TOPVIEW
L.375"
MIN.
COPYRIGHT ® 2017 PGT INDUSTRIES, I
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PRODUCT REV SED
as complying with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Da 5/26/2021
By
Mims a Product Control
.375" = * :
MIN. F -Vi __
-�O� ST D 7-2 LT,;
CAS, •'•F<ORIDP.••'G.
�'',1, yNAL TEN 10
A. I:#(44 IlaeR, P.E.
, `0 111111hh,
•.‘`A(NY.LYN/V
No.58705
FL P.E.# 58705
EXAMPLE 1: SINGLE VERTICAL MULLION
NO ANCHORS IN HEAD
77
MULLION
LENGTH
LJ
SEE
FENESTRATION
PRODUCTS
APPROVAL\
SEE
DETAILS,
SHEETS
2-3
ri--
4
SEE
DETAILS,
SHEETS
2-3
NO ANCHORS IN WINDOW SILL
32" IIF-- 32'
—1 I -'MULL WIDTH
OPENING WIDTH
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.114•. THE OPENING REQUIRES A DESIGN PRESSURE OF .60.0/-60.0 PSF.
1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 37+32+1" =65'. REFERENCINGSHEET25. THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4"AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF *80.0/-80.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A SHEET 7, THE 1' X 2.75' X .375" MULLION (LENGTH 72', OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS M-58.3 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A, SHEET 8, THE 1" X 2.75' X .650' MULLION (LENGTH - 72', OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF M-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)#12 ANCHORS AND THE 2X5
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL.
3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULUON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS M-60.0 PSF, THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72-7 PSF WITH AN ANCHOR CAPACITY OF 838 LBS. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF:
(60 PSF) X ( 636 LBS) = 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B)
72.7 PSF .
EXAMPLE 2: MULTIPLE MULLIONS
VER ICALI
MUWON '
LENGTH
A
OPENING
HEIGHT
FOR
HORIZ
MULUON
SEE DETAILS,
SHEETS 2-3
34', HDRIZ. 38', HORIZ.
MULL LENGTH MULL LENGTH
OPENING WIDTH FOR VERTICAL MULL
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8'. THE OPENING REQUIRES A
DESIGN PRESSURE OF +50.0/- 5.0 PSF.
FOR THE VERTICAL MULLION:
1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1"=105" AND THE OPENING WIDTH IS 36"*36'+1"=73". REFERENCING SHEET 25,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER 4I7F AVAILABLE.
FROM TABLE 3A, SHEET 7, THE 1"X 2.75' X .375" MULLION (LENGTH = 10B", OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPUCATION.
FROM TABLE 12A, SHEET 16, THE 2' X 4• X .250" MULLION (LENGTH = 108', OPENING WIDTH = 80') HAS A DESIGN PRESSURE OF M-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS.
BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2"=74", NOT 73' AS PREVIOUSLY
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE 73' DIMENSION (35-12'+35-1/2'+2'=73").
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.
USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
FOR THE HORIZONTAL MULLIONS:
BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS 38' AND THE OPENING HEIGHT IS 32"+72'+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE
USED. FROM TABLE 12A, SHEET 16, THE 2" X 4' X .250" MULLION (@ LENGTH = 42", OPENING HEIGHT = 120') HAS A DESIGN PRESSURE OF +/-170,0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPUCATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8"
WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B", CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH
(4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
ANCHOR CAPACITY OF 521 LBS. • • • • • • • • • • • •
4) FOR THE U-CUP IN THE HORIZONTAL MULLION'') VERTICALR�1ULLOH6USCTHP SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, CH IS G0E ITES,AFt) TI♦ERTOFt • :TADL`FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE
ANCHOR TYPE IS A#12 STEEL SCREW. • •
• • • • • • • •
FROM THE ABOVE STEPS, OUR MULUON DESIGN PRESS IS: • • • . • • • • • • •
+/-64.7 PSF FROM THE VERTICAL MULLION;
+/-170.0 POE FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU;
+/-170.0 PEE FROM THE 38' HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION}
THE LOWEST DESIGN PRESSURE IS +)-84.7 PSF AND WOO)DI•Y OI'TO ALL ( THE My -LIONS. • • • • • •
• • • • • • VERIFY THE DESIGN PRESSURE OF THE FENESTRATIONPRODECTS USEYWITH TIyS !BILLION SYSTE•
M. LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLYBFINAL O[SIGN•'RESSINEE RSQI.Ij2E5•THAf THE BQT THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
ACCORDANCE WITH THE INSTALLATION SPECIFICA� .NS INTOIRESPECTIVE ATSS AND I N RATyS PRODUCTS TO MULLION.
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PRODUCT REVISED
as come Ing with th• Florida
Building Code
Noll -No. 17.0630.01
Expiration Data 05/26/2021
By
Main • Product Control
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LYNN
�'C`.•'`iGENSF'•.C�Fc
S ATE 441
%,F`S,' • ORIOP.•''G��;
A. i.41A10.41Ligi, P.E.
FL P.E.# 58705
No. 58705.
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
EXAMPLES OF RECTANGULAR LOADING:
1
if
/ 1
7
i _
- SH/DH
SH/DH -
Q
4 li
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
�
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--- is
--. --
..%-• I
SHAM
111,
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
P
HINGED
DOOR
oo
isi
HIDti
�
SHIDH -
4�
LOADING OF VERTICAL MULUON
WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF HORIZONTAL MULLION
WITH INTERSECTING VERTICAL MULLION
PW
PW
PW
PW
LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
LOAD NG OF VERTICAL MULLION
EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING:
PW
/
SGO
f /I
LOADING OF HORIZONTAL MULLION
LOADING OF (2) HORIZONTAL MULLIONS
• tOADWG OFA• 1i�iTI%AL • • • •
• MILLION • • • • •
••• • ••. • •
•
••
0
0
n /
HINGED
DOOR
LOADING OF HORIZONTAL MULLION
LOADING OF HORIZONTAL MULLION
• LOADING OF HORIZONTAL
• MULLION
NOTES:
LOADING OF VERTICAL MULLION
LOADING OF HORIZONTAL
MULLION
1) DRAWINGS ARE
RERESENTATIONS OF TYPICAL
CONFIGURATIONS.
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOLATED FROM
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
BE DETERMINED, USE
RECTANGULAR LOADING.
3) SEE PRODUCTS' APPROVAL FOR
ACTUAL ANCHOR LOCATIONS.
PRODUCT REVISED
as comply ng with the Florida
Building Code
NOA-No. 17-0630.01
Expiration Date 05/26/2021
BY
Min a Puct Conti
.‘a0p1Y LYWN'�.,,,
't`.•'•�,10ENS•/9
*
0
: �N. 587'055 .
,A AL�NNIMIE�, P.E.
FL P.E.# 58705
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