HomeMy WebLinkAboutSUBMITTED PAPERS_2MIAM
MIAMI-DADE COUNTY
W111 PRODUCT CONTROL SECTION
DEPARTMENT OF REIGUIATORY AND ECONOMIC R2SOURCES (RXR) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miam!dRdt.gov/econoniy
CGI Windows & Doors
10100 NW 25th Street
Miami, FL 33172
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 Mianli-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 the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptahce, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has beefi designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "Sentinel 130" Aluminum Fixed Window - L.M.L
APPROVAL DOCUMENT: Drawing No. W10-62, titled "Series Sentinel 130 Alum Fixed Window
(L.M.I.) (S.M.I.)".. sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/15,
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade
County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the
Miami —Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with. the manufacturees name or logo, city� state,
model/series, and following statement: "Nami-Dade County Product Control Approved", unless otherwise
noted heroin.
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 NOAwill 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 Mami-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 prov ided to the user by the manufacturer or its
distributors and shall be available for inspection at thejob site at the request of the Building Official.
This NOA revises and renews NOA# 14-0731.05 and consists of this page I and evidence pages E-1 and
E-2, as weil as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 15-0413.03
ExpirationDate: September 22,2020
ApprovRiDate: June25,2015
ao& P, Page I
F am r
— k4 L.; "
CGI Windows & Doors
NOTICE OF ACCEPTANCE: ' EVIDE NCE SUBMITTED
A. DRAWINGS
1. - Manufacturer's die drawings and sections.
2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.)
(S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 0 1/3 0/10, with revision F, dated
04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,
P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Larige 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 series 7500 PVC fixed
window, to qualify DuPont "Butacite" PVB interlayer, Duraseal@ and Super Spacer@
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.B.
2. 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 mdrked-up drawings and installation diagram of a series 7400 PVC project
out window, to qualify DuPont "Butacite" PVB interlayer, Duraseall) and Super
SpacerO insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
3. 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 markedup drawings and installation diagram of a series 2'38 aluminum
fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal@ and Super
Spacer@ insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E.
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
�) 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 a Sentinel 130 aluminum
fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No.
HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E.
(Submitted underNOA No.10-0510.13)
ManueM X
r a,
k�P
ProductContrl a ine'r
�04
NOA N . -0413.03
Expiration Date: September 22,2020
ApprovRIDate: June25,2015
CGI Windows & Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51b
Edition (201 ' 4), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and
scaled by Javad Alimad, P.E.
(Submitted underprevious NOA No.14-0731.0)
2. Glazing complies with ASTM E1300-09.
D. QUALITV ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATE' RIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17.
2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite@ PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Saflex. Clear and Color Glass Interlayers" dated 0619/14, expiring on
05/21/16.
4. Notice of Acceptance No. 14-0423-15 issued to Eastman Chemical Company (AIA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12/11/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no
financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and
scaled by Javad Ahmad, P.E.
(Submitted underpreyious NOA No.14-0731. 05)
2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by
Hurricane Test LaboratoM LLC, dated March 3 0, 20 10, signed and sealed by Vinu J.
Abraham, P.E.
(Submitted underNOA No.10-0510.13)
3. Testing Proposal issued by the Product Control Section, dated 12116/14., signed by
Jaime Gascon, P.E., Supervisor, Product Control Section
G. OTHERS
1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their
Series "Sentinel 130" Altuninuin Fixed Window - L.M.I. approved on 10/16114 and
expiring on 09/22/15.
NU -nu I Per--IFE.
Product Control E er,
NOA No. 15B03.103
ExpirationDate: September22,2020
ApprovalDate: June25,2015
E-2
I FLANGE & FLANGE ADAPTOR FRAM
SERIES 130 SENTINEL ALUMINUM FIXED WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
n
====_1r _Tr_
ir ----- Ir---
EQUAL LEG FRAM
11a ANCHOR SPACING SHOWN HEREIN APPLICABLE
�jk TO FLANGE AND FLUSH FRAMES.
0 SEE SHEET i , I FOR FIN FRAMES.
u
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF FIX /FIX OR Fix wDw WITH OTHER MIAMI-
APPROVED WINDOWS USING M I-DADE COUNTY APPROVED MULLIONS
IN BETWEEN. WINDOW WIDTH WINDOW WIDTH WINDOW NEITH W. WIM I
LJDWER DESIGN PRESSURE FROM WTNDOWS OR MULLION APPROVAL 7—F
Wl LL
APPLY TO ENTIRE SYSTEM. F_
T HAS BEEN DESIGNED AND TESTED TO COMPLY WITH T
TH S PRODUC
RE16UIRBAENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELC;Ecrry
HURRICANE ZONE (HVHZ). Bit 9i
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO'
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
NOT PART OF THIS APPROVAL. SHUTrERS ARE NOT REQUIRED.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
E FLORIDA BLDG. CODE. SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES.
REQUIREMENTS OF TH
SIDES
Im
0
I
0: 0 ta
00 -W
0 �jfvn)
0
J
2�
D.L.O. HEIGHT: BUCK HEIGHT - 3.00"
D.L.O. WIDTH BUCK WIDTH - 3.00"
LAM. GLASS
INSULATING LAM.GIASS
LARGE MISSILE IMPACT El
SMALL MISSILE IMPACT
E.S,. JAVAD NiMAD PRODUCFREVISED
CrlM
ILA. PE t 70592 as complying wfth the Florida
CAN. 538 Ildlag 'a
A N,154141 6
ily
dru4ing rio.
W1 0-02
(sheet 1 of
Wre 3
m—, I
r
c
11
1L---
Ir ------ Tr ----
It
I L
(SUF
FIN FRAME
'NPICAL ELEVATION
--- JL ----- JL.---
95*
BUM IMDM
z
---- JL IL---
D.L GPG.
c
ir ------ Tr, ---
In
IT ----- 7r,---
A
U3 0
_j
o t5
0 w
C3
C-4
Z
z l2s
16' MAX.
C,, UTMGHT
SIDES
SIDES
0� 91
IALTERNATE SHAPES AS SHOWN ON SHEET I ALSO AVAILABLE FOR FIN FRAMES
PRODUCrREVISED
T
as ownplying with ow Flodh
Building cod.
Amplailce /5-
B 0
It nolion"110
By
depdct
4--
W1 0-02
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF W
FLANGE DIMS. BUCX DIMS. JGIASS TYPES 'C'&,'Cl' GLASS TYPES 'D*&'Dl' FLANGE DIMS. BUCK DIMS. GIASS TYPES Vic'Cl' GJASS TYPES 'DP&'Dl'
0
WIDTH (W) LENGTH (L) WIDTH (W) UENO714 (L) DCT.(+) 1NT.(-) EXT.(+) I NT.(-) WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXr.(+) INT.(-) EXT.(+) INT.(-) 0
24' 23r 80.0 80.0 80.0 80.0 1. 2,3" 80.0 80.0 80.0 80.0
30' 80.0 80.0 BOLD 80.0 1. 29" lir no 80.0 80.0 80.0 L
- _ I I lie 1_
36* 80.0 no 80.0 80.0 36" 73.0 73.0 80.0 80.0
Z_
r4r 3r 1. 35, 80.0 80.0 8010 80.0 41' 61.4 61.4 60.0 80.0
467 47' 60.0 - .0 Bono SO'D 24' 23" no 80.0 80.0 60.0
5r 80.0 80.0 80.0 80.0 307 120' 29* 600 800 00.0 ao.0
119*
5gr 80.0 BO.0 0010 80.0 36' 35, 72�4 72�4 90.0 80.0
61, Go' ��O 80.0 80.0 80.0 39, ar 65.9 65.9 80.0 80.0
24' 23' 80.0 80.0 aO.O 80.0 24" 2Y 80.0 solo 80.0 BO.0 IL ic
30, WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
80.0 SILO 80.0 80.0 30" 121' 29' 120' 80.D 80.0 80.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
80.0 80.0 713 72.3 80.0 80.0
as, 80.0 80.0 35'
42" 70.2 70.2 80.0 80.0
46' 33. 6508 6508 no 80.0
61.3 61.3 80.0 80.0 4,6112
54, 61.3 61.3 50.0 90.0 TYR BUCK DIM
60' 1. 61.3 61.3 80.0 80.0 q
el, , I Go' si.3 61.3 80.0 80.0 DESIGN LOAD CAPACITY - PSP 211
24. 1. 80.0 80.0 BUCK DIMS. GLASS TYPES *C&'Cl' CLASS TYPES
80.0 80.0 FLANGE DIMS. NGE FRAME
30, M. 80.0 80.0 __i0_.0 WITTITH (W) LENM (L) NUIM M LENGTH (L) EXT.(+) I NT.(-) .(+) INT.(-)
36' 80.0 80.0 80.0 80.0 19-1/8" 18-1/e 80.0 50.0 80.0 8D.O FLANGE DIMS
1. Go" 41' 59, 70.2 70.2 80.0 80.0 26-1/2- 25-1/2- 80.0 80.0 80.0 80.0
48" 1. 61.3 61.3 SD.O 80.0 26' je 25' 80.0 80.0 BO.D 80.0 BUCK DIMS 0:
54' 54.3 .3 72.5 72.5 48* 1. 804 80.0 BO.D 80.0 '-)17,
U LU
48A 48.11 05.1 03.1 53-1/w 52-1/8' 80.0 80.0 no 80.0 C3
413.0 411.0 05.1 65.1 oil 1 1. 80.0 80.0 no 80.0
1. 23' BO.O BO.O 0.0 1 80.0 19-1/8, Is 1/8- 8D.0 80.0 80.0 80.0 cl
F EGIJ& LEG FRAM
29' 80.0 80.0 80.0 8010 26-1/1- 7.5 1/2' 80.0 80.0 80.0 80.0
36' 35, 80.0 80.0 80.0 80.0 W 38-3/8' 36' 37-3/8' 80-0 80.0 Sao 80.0 0
42' 1. 41" 71' 70.2 70.2 SILO 80.0 48" 47' 77.1 77.1 80.0 80.0 BUCK DIMS 2i
41' 61.3 61.3 BOX 80.0 53-1/8- 52-1/6- 77.1 77.1 $0.0 80.0
54' m
F_ 54.3 72.5 72.5 61" 77.1 77.1 90.0 1 80.0 <
60' 59 40.0 48,11 65.1 05.1 19-1/8- ia-1/v 00.0 60.0 80.0 80.0 0
61* 48.0 40.0 04.0 64.0 26-1/2' 25-1/2' 110.0 80.0 60.0 80.0
24' 2;r 80.0 50.0 D.0 80.0 80.0 50.0 80.0 80.0 FIN FRAM
60
29" 80.0 80.0 80.0 80.0 49' 1. 49-5/6. 6113 81.3 8O.O_ no
3v w 78.2 7112 80.0 80.0 53-1/8- 92-1/0- 58.0 58.0 77.4 77.4 BUCK DIMS
427 Be 41. w 70.0 70.0 $0.0 80.0 61, so' 58.0 53.0 77.4 77.4
1. 47' 61.3 61.3 80.0 80.0 75-111V 74-1/4- 5810 56.0 77.4 77.4
5V 53* 54.3 54.3 72.5 72.5 93-31,V 92-3/4' 58.0 5S.a 76.5 7r.5 FLANGE ADAPTOR
55" 55- 52.4 52.4 69.8 69.8 19-1/8- 18-1/s- 80.0 80.0 50.0 8D.O
24 1. 80.0 80.0 1 80.0 190.0 26-1/2- 25-1/2' 80.0 80.0 80.0 8D.O -RANGE DIMS
30 1. 80.0 80,0 , Go,o 'TO .0 37' 1. 36" 62" 00.0 60.0 80.0 80.0
30, 97, 1. 96* 75.5 80.0 8D.O 49' 81.3 61.3 80.0 80.0
42" 41' 65.2 80.0 80.0 53-118- 52-1/6- 55.3 55:�_ 73.7 717 NOTE:
.6 80.0 80.0 61" 1. 48,0 48.0 64.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE
1. 59.6 80.0 80.0 75-1/e 74-1/4- 411.5 46.5 61.9 61.9 BASED ON ASTM EIZOO-09 (3 SEC. GUSTS) 1.- 0
24' 23' 80.0 BO.0 80.0 80.0 19-1/8- 18-1/8 80.0 80.0 AND FLORIDA B ILDNG CO MSSO
5
5
2
B
K -.0
no
7.2
r143
'B
0
no
So -
no
To_
IT
'41
So -
1. 1. 80.0 50.0 50.0 80.0 26-1/2' 211/2' 80.0 50.0 DECLARATORY STATEMENT DCA05-DEC-219 2
102. 74.6 r74.0 80.0 80.0 1. 36: 80.0 80.0 Eng. JAVAD AHMAD PRODUMEV
36' 35, 101, 76' 75" CK ISED
42' 41' 65.7 65.7 1 80.0 8D.0 49' 47 80.0 80.0 RX pE tMT,2 w �plyLng With the FhWds
BI
46' 45' 59.3 59.3 1 60.0 80.0 53-1/0- 52-1/6' 7.3.7 73.7 IdIngCode
Acceplam 041 LIS
So 0 11 . -
24' 2z. 80.0 50.0 80.0 80.0 61, 1 64.0 64.0 tx MUM Do.
So
'0. 29" 80.0 80.0 80.0 si.o By
JV 108, 3v 107* 73.8 7&8 80.0 80.0 F-CHOR SPACING TO BE AS PER SHEETS I & 1.� 15 Mim' ad. P-d.,t tw
42* 41" 62.4 62.4 80.0 80.0 40 u Wl 0-02
414V 43' 59A 59.1 80.0 80.0
3/9- AIR
3/15* HEAT STREN'D GI
ANN. GLASS
.075' Interlayer
Saflex CP With PEr Core
By . Eastman Chemical Co.'
OR
.090" Interloyer
Saffox Clear And Color Glen
By . Eastman Chernicoll Co.'
OR
.090' Interlayar
DuPont SentryGlav
By 'E.I. DuPont Do Namoura & Co., Inc.'
OR
0 '�O' InIeria"r
Depon I" Setr"G"
Ely - DuPont I
'F
OR
.090' Interloyer
, D t ut
uPont Sulacite PV9
W an I
By DuPont Do Nomoure, & Co.. Inc!
EA
3/16- HEAT STREN-D GLASS
SILICONE
GE 1200
DOW CDR
MNING 899
5
DOW COR NG 99
0
US �A:�Tol^ PoIINTS ON UrES
nFin T"
WIDER THAN 36*
GJASS TYPE V
7/16' OVEMILL, LAM. GLASS (L.M.1.
3/16' ANN. GLASS
.075' Int.,I
Saflex CP Fithr PET Core
By 'Eastman Chemical Co.'
OR
.090" Inteirloyer
Saflex Clear And Color Glass
F�f 'Eastman Chemical Co.'
RACE UK 3/8- AIR SPO
.09T Interloyar
DuPont SentryClos
;S % 'E.I. DuPont Do Nemoura & Go., Inc.'
.OBD* Interlayar 3/16- HEAT STREN-D GLASS
DuPont Butocite PVB
By -E.I. DuPont Do Nomours & Co., Inc.'
3/16' HEAT STREN'D GLASS
SILICONE
0 CCORNING III
NG 995
0 i!
T'k. NTS
XL EDGE SPACER
ST. STEEL BY 'CARDINAL!
OR
DURASEAL BY 'QUANEX'
OR
0 SUPER SPACER BY 'QUANEW
M5 AT 1/4 PO NTS A.LL SIZES
GILASS R 'C11
(S.M.I.) I' OVERALL INSUL LAM, GLASS (L.M.I. ONLY)
IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING
DffMIOR PLY OF GLASS TYPE 'Cl' & 'D1' MUST BE TEMPERED.
HEAT STREN'D GLASS
.075' Intertayer
S.flux CP With PET Core
Ey 'Eastman Chemical Co.'
OR
.090' Interlayer
Saflex Clear And Color Class
By 'Eastman Chemical Co.'
OR
090 'a
BY 'E.I. DuPont Do Nemoure & Co.. Inc.'
OR
.090" Interloyer
DuPont Butacite PVB
Ey 'E.I. DuPont Do Nemoure & Co., Inc.'
3/16' HEAT STREWD CLASS
DOW CORNING 899
DOW CORNING 995
AT 1/4 PONTS ON UTES
WIDER THAN 36'
GIASS TYPE '11'
711C OVERALL LAM. GLASS
3/16" HEAT STREWD GLASS
.075" Interloyer
Saflex CP With PEr Core
By 'Eastman Chemical Co,'
OR
.090" Interlayer
Sollex Clear And Color Glass
By 'Eastman Chemical Co.'
OR
, 090" Interloyer
DuPont SentryGlaa
By 'E.I. DuPont Do Namoura & Co., In..'
OR
.090' Interloyer
DuPont Bulaclto PVB
By 'E.I. DuPont Do Nernoure & Co., Inc.'
r-3116' HEAT STREN'D GLASS
-GE 1200
DOW C
RNING 899
DOW CORNING 995
XL EDGE SPACER
i! p i! ST. STEEL EFY 'CARDINAL'
:I
#f11W
E4 OR
DURASEAL BY 'QUANEX'
p; OR
0 SUPER SPACER BY 'QUANEW
115 AT 1/4 PO NTS ALL SIZES
RIASS TYPE 'DV
1" GVEWL INSUL. LAM. CLASS
899
995
slucONE L U-
GE
DOW CORNING —
DOW CORNING 995
OP77ONAL GIAZING DETAI
GLASS TYPES '101' & 'DI
Engr JAVAD AHMAD
ML PRODUCrREVISE13
FLA. 4 t 70592 ._Plyig%vitb the Florida
H.Adhii; Code
—pts.c. We
- imian Dt.
By
T'. act Co.
MAY a20 Min do Pro act Can
to 4%
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Igo a
cy
0 IL ic -
0 cu �-
1% 1 0:
40
0,
0 111
0: 0
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crowing no.
W1 0-02
TYPICAL INSTALLATION DETAILS
'TYPICAL F GE DISTANCE
CO CRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN.
C-9D HOLLOW/171LLED BLOCK AT JAMBS I'm - 2000 PSI MIN.
THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW
INTO CONCRETE AND MASONRY = 2-1/2' MIN.
INTO WOOD STRUCTURE = I" MIN.
INTO METAL STRUCTURE - 3/4- MIN.
INSTALLATION DETAILS THRU IX
INSTALLATION DETAILS THRU 2X
1NSTALLATION DETAILS
INSTALLATION DETAILS INTO METAL
WOOD BUCKS INTO CONCRETE
BUCKS OR INTO WOOD STRUCTURES
DIRECTLY INTO CONCRETE
STRUCTURES OR INTO APPROVED MULLIONS
0
FLANG
FLANGE TYPICAL ANCHORS
SEE ELEV.
FLANGE 1/4- MAX.
FLANGE
0
U
213Y WOOD SUCK FOR SPACING
SHIMS
0
OR
TYPICAL ANCHORS
METAL
STRUCTURE
0
WCOD STRUCTU
EE ELEV.
pw
IL it
M2
SPACING
TYPICAL ANCHO RS
EE ELEV.
S2
FOR SPACING
9
El
S2
MIN.
mix.
F -�.AL A?kHORS
M2
ELEV.
IBY FOR SPACI
BUI-C'.
woob 7K
El E3
0
0 w
1/4' LM.
a It
SHMS
F2
t5 .
EQUAL LE
EQUAL LE
EQUAL LE
EQUAL LEG
is" .
29Y WOOD SLICK
L12
METAL
cn
OR
WOOD STRUCTURE
@
SMMURE
:j :I
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
z
M3
JTYPICAL
M2
-CHORS
TYPICAL ANCHORS
S . I.
SEE ELEV.
FOR SPAW61NO V
N.
-0
TYPICAL ARCHORS
�.SEE ELFV.'
TYPICAL ANCHORS
FOR SPACING
SEE ELEV.
�SPACING
00D
FO
FOR
s
212 IS
I
I.
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
TYPICAL ANCHORS: SEE ELEV. FOR SPACING 414 SMS OR SELF DRILLING SCREWS
(GRADF 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE.
1/41 DiA. TAPcpN By Inw (F.-120 KSI, FY-92 KSI) INTO METAL STRUCTURES
1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, F�-155 KSI) STEEL ; 12 GA. MIN. (Fy = 36 KSI MIN.) Egn AVAD AHMAD
ALUMINUM : 1/8" THK. MIN. (6063-75 MIN.) CIVIL PRODUCrREVISED
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES m awnplying wilb " FWda
FLA P
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) C. 70592 Building Cod
1-1/2" MIN. PENETRATION INTO WOOD
Allpllu�,u`Nu 16'o4l 0,0
THRU 1BY BUCKS IWO CONC. OR MASONRY J14 SMS OR SELF DRILLING SCR (GRAbE 2 CRS)
1 - 1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090')
DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE)
Ily A',
drowIng no.
W1 0-02
1-1/4" MIN. EMBED INTO CONIC. OR MASONRY
TYPICAL INSTALLATION DETAILS
THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW
INSTALLATION DETAILS THRU 1X
INSTALLATION DETAILS THRU 2X
INSTAUATION DETAILS
INSTALLATION
DETAILS INTO METAL
WOOD BUCKS INTO CONCRETE
BUCKS OR INTO WOOD STRUCTURES
DIRECTLY INTO CONICRErE
STRUCTURES
OR INTO APPROVED MULLIONS
I� �
0
FLANGE ADAPTOR
FLANGE ADAPTOR
FLANGE ADAPTOR
FLANGE ADAPTO
TYPICAL ANCHORS
/-SEE ELEV.
SHIMS
gig
2BY WOOD BUCK FOR SPACING
-4
M2
OR
WOOD STRU RE
TYPICAL ANCHORS
SEE ELEV.
MErAL
STRUCTURE
0
><C
FOR SPACIN� M2
TYPICAL ANCHORS
SE ELEV.
FOE
R SPACING
-
25
4"
E6
4
52
MI?L.
M2
_SEE ELEV.
Cn
FOR SPACING
(r
W006 BUCK
0 ti
0 Lu
cr
2 3/8* MIN.
1/4- WM.
BUCK HEIGHT
1/4' MAX.
GAP
C3
�i
Fol
C,
c
WOOD STRUCTURE
NOT BY CGI 11r MIN.
1/2* MIN.
0 11)
z
2 318* MIN.
§ '�
FIN FRAM
T
BACKBED
CAULKING
0
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
E
J8 SM (GRADE 2 CRS)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
WHEN USED THE MIN. WOOD
1-1/4" MIN, PENETRATION INTO WOOD
BUCK DEPTH SHALL BE 2%'.
THE USE OF DEEPER OR
BEVELED WOODBUCKS IS
PERMITTED.
HOUSE WRAP
EXTERIOR
c
NOT BY CGI
BUCK WIDTH
-UC- WIDTH
MtAMI-DADE COUNTY MIAMI-DADE COUNTY APPR ED
APPROVED MULLION LLION & MULLION ANCRH`DRS
9
0 ORS SEE SEPARokTE NOA
SEE SEPARATE NaA 11
------- — --------- 11
...........
Enr: JAVAD AN MAD
CML
nA. PE I
PRODUCrREVISED
-m-piftwiththem';j"
jos92
CAR. 3538
'u""a
TYPICAL ANCHORS
SEE ELFV.
Amp,.
BY
. *
�-..
Fd-r.-w-i.g no.
FOR SPACING
YX015
iMd.
D Pid.1
I Wl 0-021
J14 X I- SMS.
-2.505—
f-.068
jcfl�j —T
1.995 212
905
8 FLANGE FRAME
'08
Typ.
1.335
— 24505
"0'
.068
T-, .812
11.495 F
L_j .0115
Typ.
—1-335
FLUSH FRAME/FIN FRAME
.675
.995
@) GLAZING BEAD (LAM. GLASS)
0 A25
1-000 L
.500-
@GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL.
-1.130- .065
1.450
1.550 1.6130 E
.0501
8 NAIL FIN ADAPTER FLANGE ADAPTOR
.050
18 FLUSH FRAME COVER 18 SCREW COVER
ITV4
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANIF./SUPPLIER/REIIARKS
El
CGI-118
4/ WDW.
_ __ ___r
FLANGE FRAME
6063-T6
-
E2
CGI-119
4/ WDW.
FLUSH FRAME/FIN FRAME
OGG G
.3-TO
-
E3
CGI-12-1—
4/ WDW.
GLAZING 13EAD (LAW. GLAS—S)
6063-TG
-
E4
CGI-123
4/ WDW.
GLAZING BEAD (LAM. INSUL GLASS)
6063-T6
-
E5
CGI-110
4/ WDW.
-TI UW.
NAIL FIN ADAPTOR
6063-TO
-
E6
CGI-1 6F--
IN
FRONT FLANGE ADAPTOR
6063-T6
. . _T.
-
M I
CGI-382V
AS REOD.
GLAZING BULB VINYL
PVC
DUROMETER 75-OU SHORE A
M2
CGI-124
AS REOD.
SCREW COVER- OPTIONAL
PVC
-
M3
CGI-1 12
AS REQD.
FLUSH FRAME COVER
PVC
-
M4
OPTIONAL
GLAZING ANGLE (1 X 1/2 X 1/81
6053-T5
Iii—
-
2/ LITE
SETTING BLOCKS
EPEM
DUROMETER 851-5 SHORE A
S2
010 X 1-1/4-
2/ CORNER
ASSEMBLY SCREW PHL PH SMS
sTIST
-
CIRCULAR WINDOWS
WELDED JOINT
AT ENDS
Tlp
RECT. OR SQUARE WINDOWS
gig
04
cn
Ir
0
Ow
(3 w
43
0
z 2E
0
PRODUCrREVISED
w cocnplying with tho Florida
Building Oodo
Amplaimllo 5-n 1%
h
W1 0-02
10/19/2016 Florida Building Code Online
40
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 13CIS Site Map Links Search
dbprFlodda
5.11 Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL17184-R3
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived Ej
Product Manufacturer Plastpro Inc. / Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
(440) 969-9773 Ext 16
rickw@rwbidgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 90045
(440) 969-9773 Ext 18
scottjohnson@plastproinc.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation & Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan 3. King, P.E.
R', Validation Checklist - Hardcopy Received
Certificate of Independence FL17184 R3 Col Certificate of Inder)endence.pdf
Referenced Standard and Year (of Standard) Standard
Year
AAMA/WDMA/CSA101/I.S.2/A440
2005
ASTM E1886
2005
ASTM E1886
2002
ASTM E1996
2002
ASTM E1996
2006
ASTM E1996
2005
ASTM E330
2002
TAS 201, 202, 203
1994
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1/5
RANDALL E. STONY AOMITEWA FA-
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AA#0033T9 0 REVIIE 1, REIIBMII
�n APPROVED 0 REJECTED
0 APPROVED AS CORRECTED
the design concapt of the
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pro,L-c,� ;3nd general 1,11,1011T -h-p dmvings during
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DATe BY
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Florida Building Code Online
R3
Professionl Regulation —
rg
BCIS Home Log 1. 1, User Registration I Hot Topics I Submit Surcharge St.ts & F.cts Publications 1. FBC Staff 13CIS Site Map Links Search
0 Product Approval
USER; Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL17184-R3
Application Type
Revision
Code Version
2014
Application Status
Approved
Comments
Archived C 5
Product Manufacturer Plastpro Inc. / Nanya Plastics Corp.
Address/Phone/Emall 5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
(440) 969-9773 Ext 16
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 90045
(440) 969-9773 Ext 18
scottjohnson@piastproinc.com
Quality Assurance Representative
Address/Phone/Emall
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
01 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation & Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan 3. King, P.E.
W Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard) Standard
Year
AAMA/WDMAICSA101/I.S.2/A440
2005
ASTM E1886
2005
ASTM E1886
2002
ASTM E1996
2002
ASTM-EI90 2006
16 2005
C 2002
201,;202, 203 1994
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1011942016 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
03/10/2016
Date Validated
04/18/2016
Date Pending FBC Approval
04/18/2016
Date Approved
06/08/2016
Summary of Products
Go to Page
0 0 Page 1/30 0
FIL #
Model, Number or Name
Description
17184.1
a. Fiberglass Door
Up to a TO x 8'0 Glazed "Impact" Fiberglass Single Door (X
Configuration) Inswing/Outswlng
Limits of Use
Installation instructions
Approved for use in HVHZ- No
FL17184 R3 IT Inst 17184.1.odf
Approved for use outside HVHZ: Yes
Impact Resistant; Yes
Design Pressure: N/A
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
Other., See INST 17184.1 for any additional use limitations,
installation instructions and product particulars.
FL17184 R3 AE EVAL 17184.1.pdf
Created by Independent Third Party: Yes
17184.2
b. Fiberglass Door
Up to a TO x 8'0 Glazed "Impact" Fiberglass Single Door with
a Sidelite (OX or XO Configurations) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R3 II INST 17184.2.i3df
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
Other., See INST 17184.2 For any additional use limitations,
FL17184 R3 AE EVAL 17184.2.pdf
installation Instructions and product particulars.
Created by Independent Third Party: Yes
1
17184.3
c. Fiberglass Door
Up to a 3'0 x WO Glazed "Impact" Fiberglass Single Door with
Sidelites (OX0 Configuration) Inswing/Outswing
Limits of Use
installation instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL17184 R3 II INST 17184.3.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Design Pressure: N/A
Created by Independent Third Party: Yes
Evaluation Reports
Other: See INST 17184.3 for any additional use limitations,
installation Instructions and product particulars.
FL17184 R3 AE EVAL 17184.3.r)df
Created by Independent Third Party: Yes
1
I
—
17184.4
d. Fiberglass Door
Up to a 60 x 8'0 Glazed "Impact" Fiberglass Double Door (XX
Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL17184 R3 II INST 17184.4.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 17184.4 for any additional use limitations,
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL17184 R3 AE EVAL 17184.4.pdf
installation Instructions and product particulars.
Created by Independent Third Party: Yes
--�e.
17184.5
Fiberglass Door
Up to a 6'0 x 8'0 Glazed "Impact" Fiberglass Double Door with
Sidelites (DXX0 Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R3 11 INST 17
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
Other. See INST 17184.5 for any additional use limitations,
installation instructions and product particulars.
FL17184 R3 AE EVAL 17184,5,pdf
Created by Independent Third Party: Yes
1
17184.6
f. Fiberglass Door
Up to X0 x ST Glazed "Non -Impact" Fiberglass Single Door
(X Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
h".-Ihvww.floridabuilding.org(prlpr_ppp_�N.aspx?param=wGEVXCtwtDcivCo3Ea�1113W4u90%2bpvEjLrxzx6dmYwdWmano%2beLj%2bkw%3d%3d 215
10119t2016 Florida Building Code Online
Approved for use in HVHZ: No FL17184 R3 II Inst 17184.6.ndf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other, See INST 17184.6 for any additional use limitations, FL17184 R3 AF EVAL 17184.6.pdf
Installation Instructions and product particulars. Created by Independent Third Party: Yes
17184.7
g. Fiberglass Door
Up to a TO x 8'0 Glazed "Non -Impact" Fiberglass Single Door
with a Sidelite (OX or XO Configurations) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R3 11 INST 17184.7.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 17184.7 for any additional use limitations,
FL17184 R3 AE EVAL 17184.7.r)df
Installation Instructions and product particulars.
, Created by Independent Third Party: Yes
17184.8
h. Fiberglass Door
I
Up to a Y0 x 8'0 Glazed "Non -Impact" Fiberglass Single Door
with Sidelites (OXO Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for U e in HVHZ: No
FL17184 R3 11 INST 17184.8.odf
Approved for :e outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 17184.8 for any additional use limitations,
FL17184 R3 AE EVAL 17184.8,odf
installation Instructions and product particulars.
Created by Independent Third Party: Yes
17184.9
1. Fiberglass Door
I
Up to WO x 8'0 Glazed "Non -Impact" Fiberglass Double Door
(XX Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R3 II INST 17184.9.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure. N/A
Evaluation Reports
Other. See INST 17184.9 for any additional use limitations,
FL17184 R3 AE EVAL 17184,9,pdf
Installation Instructions and product particulars.
Created by Independent Third Party: Yes
1
17184.10
j. Fiberglass Door
I
Up to a 6'0 x 8'0 Glazed "Non -Impact" Fiberglass Double Door
with Sidelites (OXXO Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R3 11 INST I
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant, No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other. See INST 17184.10 for any additional use limitations,
installation instructions and product particulars.
FL17184 R3 AE EVAL 17184,10.pdf
Created by Independent Third Party: Yes
1
17184.11
k. Fiberglass Door
I
Up to a X0 x 6'8 * Opaque "Impact' Fiberglass Single Door (X
Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R3 11 INST 17184.11.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other. See INST 17184.11 for any additional use limitations,
FL17184 R3 AE EVAL 17184.1l.odf
installation instructions and product particulars.
Created by Independent Third Party: Yes
1
17184.12
1. Fiberglass Door
I
Up to a TO x 6'8 Opaque "Impact' Fiberglass Single Door with
a Sidelite (OX or XO Configurations) InswIng/OutswIng
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL17184 R3 II INST 17184.12.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 17184.12 for any additional use limitations,
FL17184 R3 AE EVAL 17184.12.of
installation instructions and product particulars.
Created by Independent Third Party: Yes
1
17184.13
I
m. Fiberglass Door
Up to a X0 x 6'8 Opaque "Impact' Fiberglass Single Door with
a Sidelite (OXO Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R3 II INST 17184.13.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other. See INST 17184.13 for any additional use limitations,
FL17184 R3 AE EVAL 17184,13.pdf
installation instructions and product particulars.
Created by Independent Third Party: Yes
I
httpsJAvww.floridabuilding.orgtpr/pr_ppp
�N.aspx?param=wGEVXQwtDqvCo3Eapil[BW4u90%2bpvEjLrxzx6dmYwdWmanO%2beLj%2bkw%3d%3d 3/5
1011M016
Florida Building Code Online
17184.14
n. Fiberglass Door
I
Up to a 6'0 x 6'8 Opaque "Impact" Fiberglass Double Door(XX
Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other., See INST 17184.14 for any additional use limitations,
installation Instructions and product particulars.
FL17184 R3 II INST 17184.14.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL17184 R3 AE EVAL 17184,14,E)df
Created by Independent Third Party: Yes
1
17184.15
o. Fiberglass Door
I
Up to a 6'0 x 6'8 Opaque "Impact" Fiberglass Double Door
with Sidelltes COXXO Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
FL17184 R3 11 INST 17184.15.pdF
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
Other: See INST 17184.15 for any additional use limitations,
FL17184 R3 AE EVAL 17184.15,F)df
Installation instructions and product particulars.
Created by Independent Third Party: Yes
1
17184.16
p. Fiberglass Door
I
Up to a TO x 8'0 Opaque "Impact" Fiberglass Single Door (X
Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL17184 R3 1I INST 17184.16.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure; N/A
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
Other. See INST 17184.16 for any additional use limitations,
FL17184 R3 AE EVAL 17184.16.Ddf
installation instructions and product particulars.
Created by Independent Third Party: Yes
1
17184.17
I
q. Fiberglass Door
Up to a TO x 8'0 Opaque "Impact' Fiberglass Single Door with
a Sidelite (OX or XO Configurations) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R3 II INST 17184,17.13d
Approved for use outside HVHZ, Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Design Pressure: N/A
Created by Independent Third Party: Yes
Evaluation Reports
Other: See INST 17184.17 for any additional use limitations,
FL17184 R3 AE EVAL 17184.17.pdf
installation instructions and product particulars.
I
Created by Independent Third Party: Yes
I
17184.18
r. Fiberglass Door
Up to a TO x 8'0 Opaque "Impact' Fiberglass Single Door with
a Sidelite (OXO Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R3 IT INST 17184.18.r)df
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 17184.18 for any additional use limitations,
FL17184 R3 AE EVAL 17184,18,pdf
installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.19
s. Fiberglass Door
Up to a 6'0 x 8'0 Opaque "Impact" Fiberglass Double Door(XX
Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R3 II INST 17184,19.odf
Approved for use outside HVHZ,. Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant, Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 17184.19 for any additional use limitations,
FL17184 R3 AE EVAL 17184.19.pdf
installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.20 t. Fiberglass Door Up to a 6'0 x 8'0 Opaque "Impact" Fiberglass Double Door
with Sidelites (OXXO Configuration) Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ- No FL17184 R3 II INST M84.21pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 17184.20 for any additional use limitations, FL17184 R3 AE EVAL 17184.20,odf
installation instructions and product particulars. Created by Independent Third Party: Yes
Go to Page 0 0 Page 1/ 30 0
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10/19/2016
Florida Building Code Online
Contact Us :: 2601 Blair Stone Road- '%Ilahassee FL 32399 Phone: 850-487-18
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Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
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ProdUCt Approval Accepts:
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MI
a s.
5200 WCENTURV BLVD.
LOS ANGELES,. CA 90045
OPAQUE MERGLASSDOOR
INSWING / OUTSWING
"IMPACr
GENERAL NOTES
1. This product has been ewlUatedandj�.-ln gompapncetwith the 41h EMOn 0014) Florida
;Idh)?.CodIe (FBC) structural "uhments eXcludN the"HIgh VelodIv.Hurdca*Zohe"
A Product anchors shall bods. listed 6 as shown on detals-Anchor embedment to
base. material shall be beyordwiall=siucco.
I. Wben used 'Inpreos' reqp*Nng wnd.borhe debd $protection this, prod uct camp Iles with
Sj�tffqn � 1 46M.2 of the FBC and d6es not te.quire an impact product
moels missile l6velV and includes Wnd Zo44 as defined InASTM: E.1�96 and Sec#Qry
1609.122 of theFBC.
4, For 2x stud framing.constructlon, anchq#,ng, of these units shall be the same q that shown
far *2x buck Mosqn.ry construction.
5. Site conditions thatdeviate from - the details offfils drawingrequTire4urther. engineering
analysis by 6 licensed engineer or r6aistered:archltect.
TABIE OF CONTENTS
SKEN
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.WlcolelevoffomaUg—n.pi;-zNs�&gi3nerdnoles . .1 . 1. 1 . .
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Doorparieldetalls
,3
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4
Vertical cross sectidns
5
fluckiandIvarne anchodng - 2X buck Maso* construcilon
6
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Ix-porieffig
.7 1
Bil of materials & � . I - . I I . ... .....
.......... . .
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t
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84 R01 0
,8 �
V
FL�17184.16
EXTERIOR
%
xt
fill,
INTERIOR
z
oz
WYMAX
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3.68,
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EXTERIOR
INTERIOR
SEE HARDW4RETABLE
owl
Jm
406
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SA
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\,�Shownw/lIXsub-bUck
1-114WIN.
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X
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CSINK CVNK B
L (FYP.) RYP.)
4:
4
21 20
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EXTERIOR
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k
INTERIOR
INTERIOR
lz
L 10.
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sckL, N.T.S.
DWG. ffy.. AL m
�;7-. —fff.-LFS
HORMONTAL CROSS SECROM
HORIZONAL CROSS SEC17ON -E
Wm �t,�4
outsMng
shown -outswing
FL— 17184. 10
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VEItTICAL CROSS SEMON
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!2
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7d
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,�r.
0
INTERIOR
WERIOR
INTMOR EXTER109
7
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30
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33
IF
77;
4
awc, fir. AL
43�
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r4*� VEMCAL CROSS SEMON
cm W. LFS,.
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Inswing conffguration
Outswlng configuratton.
rL—:1 7184.16
4 or 7
kr
'FYP. HEAa
& JAMBS
TYP. HEAD &
MASONRY7
OPENING
MASONRY 7
JAMRS
OPENING
FRAME
U
MUCKANCHORING HMEJAMB
CONCRErEANCHORNOTB.
L Concrete anchorlbdaflons at the comers maybe acqusted fornaintainjhornin,
edg d1ston atomortarjoInts.
2. on;ete a�
C chdriocations holed as:MAX. O.0 (TYP.)must be adjusted,to
maintain the min. edge distancelo mortarlatrifs, additional concrete. anchors
may be requked to:ensurd, the "MAX. O.C. (TYP.)"dimension,are not exceeded.
a Concrete anchor table:
ITW
TAPCONO
1/4'
1-114'
4'
ELCO
ULTRACONO
2X.BUCK
TYK
SILL
FRAMEANCHORING
jZsonry 2X buck conshucFoo-
WOODSCREWINSTALLAT1014NOTES.,
1. MaIntaln a minimum 519'edge: dlstdnce�
I� end dWonce, & V o;a. spacing of wood
screws to prevent the spritling of wood-
SWJXEJAMB
LATcH&DEAvBwDErAtL
HINGEDETAIL
C;
z
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ZZ
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0 �01 ZO
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�FL— 1718416
wGriam
ZZ
LATCH A DEADBOUDETAIL
CONCRETEANC ORNOTES:
1, Concrete anchor locations at. the comers maybe adjusted to maintain the min.
edge,distance to morloTjdnts.
2—Concrele, anchor locations noted as'A4AX. ON CIENWmustbe adjusted ta
mcrIntoln the m1n. e0ga d1stance tomortarlaints, oddidional concrete anchors
may be required to ensure the"MAX ON CENTIR.7crimenslon are notexceeded.
3. Concrete onchprtable.
ITIN
TAPCONQD,
I/Ir
1.114.
r
4r
.ELCO
ULTRACONC
1pr
1-114-
.1.
4'
YA:%N'
WOOD SCREW INSTALLATION
nd distance. T" ox, snoch-a of
I.MaIntalka minimurn518"edge d1slonce, V'e
woodscrevvsfo preventfha.splittingotwood.
TYP. HEAD
MASONRY
JAMBS
)OPENING
FRAME
IX BUCK
Typ.
'�j ILL
7
HINGEJAMS
MIKEJAMS
FItAMEANC.ff0RWG
Masonry IX buck construclion
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6 OF 7
1.
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BUOFMATERIALS
x Z' 0.;0-0
ITM DESCRIPTION MATERIAL z 00
A- IXBUCKSG>--0.55 ..;,
WOOD �:g 0 �
B 2X BUCK SG >= 0.55 WOOD z ..... .
�C 1/4MAX. SHIM SPACE 4111111 it oz, R I
. AV
Q N
,D IXX 2-3/4'PFH ELCO OR:rrw E-oNcRETE SCREW STEEL t 0 XZO.4
0
E MASONRY- 3,000 PSI IVUN. CONCRETE CONFORMING TO ACI L �E�
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRErE
4-W
F 1114* X 2-1/4'PFH ELCO OR CONCRETE SCREW CL
STEEL
G 311 S'X V /4'PFH ITW CONCRETESCREW
STEEL
H I/eX3-1/4'PFH ELCO OR trW CONCRETE SCREW
STEEL
J IN X 3-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL
L #l0X2-I PFHWOODSCREW
STEEL
M #8.X2-1/.TPFHWOODSCREW STEEL
6 SEALANT
HEAD L SWE
Jamb 0:
SILICONE 20 F rqVl 9 1 -Ier 1 11 0
WEATHERMSTRIP FOAM 00
9 4� HINGE STEEL (�
10 #IOX3/4rPfHWOODSCREW STEEL §R
20 JAMB FINGER - JOINT- PINE WOOD
21 POLYFIBER COMPOSITE JAMB POLYFIBER M-0 -V
27 LATCHI:STRIKE PLATE STEEL
28 DEADBOLT PLATE STEEL
0
30 DCORSWEEP 4,56'
31 OUTSWING THRESHOLD BY DLF(QOSH) ALUM. WOOD
33 INSWING THRESHOLD BY DLF (IS
CS) �Tumdwoob - - - - - -
40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS-
41 DOOR SKIN (MIN. 0.086- THICK) PLAST-PROMANYA Fy =I 1463 PSI MINi FIBERGLASS Fu
42 TOP RAIL CELLULAR PVC
.43 LATCH&HINGESnLE CELLULAR PVC
ANG MFlffq0 SASS-11AG 10913HOID V)
LVL 'SC z
44 REINFORCEMENT WOOD FOR LOCKS A001SH 33 tscs
45 BOTTOM RAIL CELLULAR a
V)
46 FOAM CORE POLYURETHANE
47 HINGE STILE REINFORCEMENT LVL
48! STILE REINFORCEMENT STEEL
DAM 8/25/14
srAm MT.S.
Qwm By. AL
cHr I BY. LFS
w.
FL— 77184.16 d
s"EET 7 OF 7
MIAM
WITirl,
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamida4t.goy/econom
DAB Door Company, Inc.
12195 NW 9811 Avenue
Hialeah Garaens, FL 33018
SCOPE: This NOA is being issued under the applicable rules and regulations joverning, the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Contro I
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 the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoki this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Hurricane Mater Model 8241811 Steel Sectional Garage Door up to 16,-21' w/
Window Lite Option (D.P +48.0,-52.0 PSF)
APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage
Door", dated 02/23/1998, with last revision L dated 03/05/20.15, sheets I dirough 6 of 6, prepared by At-
Farooq Corporation, signed and sealed by Javad Abroad, P.E., bearing the Miami -Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING-. A permanent label with the manufacturer's name or logo, manufacturing address, model/series
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading 'Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
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 thojob site at the request of the Building Official.
This NOA renews NOA # 14-0814.08 and consists of this page 1 and evidence pages &I and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 15-0302.01
CMIAMI-DADECOUONTWy Expiration Date: July 21, 2020
Approval Date: April 23, 2015
Page 1
PANDALL L STOFFT AKi*,`HITEC785 PA
Ak%03379 AFN011`105
APPROVED . 1 [3 REVISE & RESUBMIT
APPROVED AS CORRECTED [] REJECTED
This review ig only for general conformance with the design concept of the
proie,-,�l and general complin-nce will' the information g1van in tie cofftact
documents. CDnactons or comments made on th�- shop &awlngs during
this f-.Vsw do not FOIIPIV�e to COPITMAtOr 'from cOnOisllce viil thp..
mant3 of b)o W.ans and opacifications. Approval of a sPecific item 911"all not
inslumde approval 01 E,1 I ?,--zcmb!y of ve-l".1ch the ftem is "�v uolmponenJi- C011-
is responsible for. Dimensions to be confirmied and mrcluted atthe
job C�tN Infum af..D1. that p1tains solely to the fabricafion p-FOU-1s6s Of to
the means, mc-Niods, technlqLtes, sequenGes and pr=du.es ol Lymstruc-
Eon: cOOrdi11a-,,1Oq I
. of the %york of all other trades: and for performing all work
in a sA and satsfnactory manner.
DATE: BY: fm
MIAM MIAMI-DADE COUNTY
r M6111, PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE MOA) www.mismidFidt.gov/economl
DAB Door Company, Inc.
12195 NW 981 Avenue
Hialeah Gardens, FL 33018
SCOPE: This NOA is being issued under the applicable rules and regulations koverning 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 the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER Tesurves the right to revoki this acceptance, if it is determined
by Miami -Dade County Product Control Section that this product or material fhils to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2" wl
Window Lite Option (DP +48.0,-52.0 PSF)
APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage
Dooe', dated 02/23/1998, with last revision L dated 03/05/2015, sheets I through 6 of 6, prepared by Al-
Farooq Corporation, signed and scaled by Javad Ahmad, P.E., bearing the Miami -Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, modol/series
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading 'Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
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, andfor 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 thcjob site at the request of the Building Official.
This NOA renews NOA # 14-0814.08 and consists of this page 1 and evidence pages &1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 15-0302.01
MIAMI-DADECOUNW ]Expiration Date: July 21, 2020
PUT; =I, C () "oval Date: April 23, 2015
Page I
DAB Door Comi3any, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
02/23/1998, with last revision L dated 03/05/2015, sheets I through 6 of 6, prepared by At-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 1.1-04.1433"
1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC,
TAS 202-94, of 'TAB 824 Sectional Residential Garage Dooe' prepared by Hurricane
Engineering & Testing Inc., Report No. RETI-07-4267, dated 06/29/2007, signed and sealed
by Candido F. Font, P.E.
2. Test Report on Large, Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure
Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by
Hurricane Engineering & Testing Inc., Report No. RETI-11-3206, dated 02/10/2011, signed
and sealed by Candido F. Font, P.E.
3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)",
prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T101, dated
0 1/29/2011, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 05-021 Z 02'.'
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional
Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test
Report No. HETI 03-1328, dated 0711512003, signed and sealed by Rafael E. Droz-Seda, PE.
5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Dooe, prepared by
Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07115/2003
signed and sealed by Rafael E. Droz-Seda, P.E.
6. Test Report on Tensile Test per ASTM. E-8 of "Sectional Residential Door (skin)" prepared
by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003,
signed and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA # 03-0210.04"
7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/199 8, signed by W. A.
Jackson, P.E.
C. CALCULATIONS "Submittled under NOA # 14-0814.08-"
1. Anchor verification calculations prepared by At-Farooq Corporation, dated
09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0302.01
Expiration Date: July 21, 2020
Approval Date; April 23,2015
E-1
VA
DAD Door Company. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.) "Submitted under NOA # 09-0128. 01 11
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 04105/2011, signed and seated by Javad Ahmad, P.E.
"Submitted tinder NOA # 09-012& 01"
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfbam, LLC, for their
Insulfbam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded
Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01111/2017.
5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and
expiring on 02/24/2016.
"Submitted under NOA # 05-0228.02 11
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per.
ASTM GI 5 5 of "PVC, Extrusion MateriaP', prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-AO02, dated 09/27/2004, signed and sealed by Rafael E.
Droz-Seda, P.E.
7. Test Repoi ts on Tensile Test per ASTM D63 8 of "PVC Extrusion Material", prepared by
Hurricane Engineering & Testing Inc., Report No. 1HET1 04-T251, dated 11/29/2004 signed
and sealed by I. Ghia, P.E.
8. Test Report on Self -Ignition Temperature Test, Rate of Bum Test and Smoke Density Test
of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No.
04-761-15019.0, dated 05/06/2004, signed and seated by J. L. Doldan, P.E.
F. STATEMENTS "Submitted underNOA # 14-0814.08"
1. Statement letter of code conformance to the 51h edition (2014) FBC and no financial interest
issued by At-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E.
*0 4�1161V 15
Carlos M. Utrers, P.E.
Product Control Examiner
NOA No. 15-0302.01
Expiration Date: July 21,2020
Approval Date: April 23,2015
E -2
X 2-1/4- X 18 GA.
TOP FIXTURE 5-1/2- X 2-3/4' X 0.1'
07-1/e
GALV. STEEL CENTER HINGE
W/ (4) #1 4 X 5/a- SIAS
WITHOUT DELRON SLEEVE (SM.)
W-
PUSH NUT
STEEL PLATE WITH ONE 5/16-18 MS W/ NUT
FASTENED TO END STILE WITH
(6) #`14 X 3/4- SELF DRILLING SCREWS
OPTIONAL DOOR VIEWER
TO BE INSTALLED AT
ANY CENTER STIL/
0
7-1/2' X 3' X .071' GALV. STEEL
00
1
SEE SHEET 4 FOR TOP BRACKET OPTIONS
END ROLLER HINGE
f
W/ (6) #14 X 5/fl- SMS
1! 1
-
CENTER STILES
WITHOUT DEURON SLEEVE (STD.i 00
WITH DELRON SLEEVE (OPTIONAL I I
7-1/2" X 2-1/4' X .071"
DALY. STEEL CENTER HINGE
W/ (4) #14 X 5/8- SMS LOCK
WITH DELRON SLEEVE�T(P ) ,,
—2/ DOOR
CENTER HING I" W X .15 THY- LATCH,,
STANDARD LOCK F-
SPRING LOADED SLIDE BOLT (BOTH SIDES),
FASTENED W/ (4) #14 X 1/2' S.M.S. 9
5/8' MIN. LOCK ENGAGEMENr
CONFORMS TO SECTION 1008 REGARDING
GARAGE DOORS
7" X 3" X 0.1"
STEEL PLATE
WITH (4) #14 X 3/4-
SELF DRILLING SCREWS
BRACKET
STD. LIFT DOOR
TOTAL 0 OF
OOOR
HOGHT
CONSISTS OF
2 SECTIONS 1 Er
2 SECTIONS 2im
0'-9'
1 SECTION 18w
3 SECTIONS 21m
3
7'
4 SECTIONS 21"
7
7--1-
-
-
71�6o
5 SECTIONS ITT'
�_
7'-9'
4 SECTIONS 15'
1 SECTION 21'
S'
3 SECTIONS 18'
2 SECTIONS 21-
81�30
2 SECTIONS 18o
3 SECTIONS 21"
8*-G'
1 SECTION 18m
4 SECTIONS 21'
W-9'
5 SECTIONS 21'
-
9'
6 SECTIONS_18:.
=___
9*-S
5 SECTIONS 18"
1 SECTION 210
4
9'-6'
4 SECTIONS 18"
2 SECnONS 21"
9'�9*
3 SECTIONS 18'
3 SECTIONS 21'
Ur
2 SECTIONS 111"
4 SECTIONS 21"
10'-3"
1 SECTION 10'
5 SECTIONS 21-
io'�6"
e SECTIONS 21m
_
10'-9"
6 SECTIONS 18'
TSECT90N 2V
it'
5 sEcnoNs IS'
2 SECTIONS 2V
111�3m
4 SECTIONS 18*
3 SECTIONS 2V
I V-S"
3 SECTIONS 18'14
SECTIONS 21'
1 V-9"
2_SECTIDNS !Go
5 SECTIONS 21
12'
1 SECTIONS 18"
5 SECTIONS 2r
I T-S
7 SECTIONS 21"
-
12!�Ow
6 SECTIONS 18b
2 SECTIONS 21w
IZ-9"
5 SECTIONS IS'
3 SECTIONS 2i"
IS
4 SECTIONS IS'
4 SECTIONS 21'
IS-Y
3 SECTIONS IS'
5 SECTIONS 21"
!W�Er
2 SECTIONS 18o
6 SECTIONS 21'
IW-9w
I SECTION IS"
7 SECTIONS 21;
M'
8 SECTIONS 21'
-
-3
6 SECTIONS '
3 SECTIONS 21;
f-6" .3
SECTIONS 18'
4 SECTIONS 21-
14�9'
4 SECPONS IS'
I §EgOIT*
IT
15'
3 SECTIONS ir
f§
5 1ECTIONS 2io
15'-3w
2 SECTIONS 10'
7 SECIIONS 21"
15'-G'
1 SECTION 18
i SECTIONS 21'
9 —NS 21'
-
6 SECTIONS 18*
4 iECTIONS 271;.
BRACKET
LOW HEADROOM
DOOR OPTION
7-7/8- X 3-1/8- X DID -
STEEL PLATE
WITH (4) #14 X 3/4- SDS
1 Mimi
117:1mil
INN
ini
iml,
17=71
101MIA
OP
CENTER STILE
OUTSIDE
END STILE
HANDLE
IENGAGES
LOCK BAR GUIDES
INSTALLED ON END STILE
WITH (4) #14 X 5/8- SMS
Affr X GW LOCK BAR
5.,
IN TRACK
OUTSIDE KEYED LOCK
ON EACH SIDE OF DOOR CENTER STILES
OPTION
LOCK BAR LOCKING SHOWN
ALTERNATE TO
H H
SPRING LOAD SLIDE 1301T
ED
0. TO W-1 0.
LOCKS SHOWN ABOVE
OOR M
10,-0 ! TO 11,-10"
DOOR W107HS
5-2
iR2
RAISED PANEL EMBOSSED DOOR
114 X 31e SELF DRILLING SCREPS MAY BE USED
IN LIEU OF # 14 X 5/8- SMS
THIS PRODUCT IS RATED FOR LARGE MISSI- 111-1
SCHEDULE W
CENTER STILES CONFIGIJRA71ON
DOOR MOTHS 1 0 CENTE11 STILES
2
8,-5t: TO 21,F-1 -010. i I
16VT L
12--0- TO IN-10-1 3
14--0- TO 15--10-1 4
In 16'-2"1 5
�13 13 Q101313
11 11 11
14'-0' TO 15'-10"
DOOR WIDTHS
ME30MM— mm-p m- a
IT
REFER TO SHEET 2 12,-0* TO 13'-10" 15--11- TO 16-2-
FOR U-SAR PLACEMENT DOOR WIDTHS DOOR MOTHS
DA13 DOORS INC.
Hurricane Masters Model 824/811
Max. Size 16'-2" X 16'-0' High
Vith Window Lite Option
DESIGN PRESSURE RA1ING = + 48.0 PSF
- 52.0 PSF
GENERAL NOTES
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014)
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 13 EYOND WALL
DRESSING OR STUCCO.
3. ALL DOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
THESE DETALS ARE NOT PART OF THIS APPROVAL
5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ODOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORDA I
BUILDING CODE. TAS--202. TAS-201 & TAS-203 FOR HVHZ AND I
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12-21-911 ision 24. GA. ROLL FORMED STEEL SPCTO�� AL-FAROOQ CORPORATION
no ae escn a
H 10.13.11 NO DAB DOORS INC. GINEERS & PRODUCr DEVELOPMENT
5 12"S S."'. ' A".
1 07-21.14 NO 12195 NX 98 TH. AVE. MIAMI. FLORIDA 33174 f
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[I IF bY'- NAMID J 09'15' '4 N HIALEAH GARDENS, FL. 33018 TEL (305) 2648=0 FAX (306) 262�978
K 11. 7. 0
9 K, by. L 0305.15 NO TEL (305) 556 - 6624
16 GA , X 2-1/4- X 3/4- X 2-
GALV. STEEL U.BAR REINFORCING TRUSS
a BOTTOM OF PANEL TRUSS FASTENED To
VERTICAL INTERMEDIATE STILES W1 TWO
#14 X 5/8- S.M.S. AND TO END STILE
W1 FOUR #14 X 3/4* SELF DRILLING S.
1/2- X 1-3/4
0 TOP
OF E
IST SECTION (BQBMD
REINFORCING
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16- X 1-5/8' LAG SCREW
(FULLY THREADED/
HEX WASHER HEAD TYPE
SOUTHERN PINE
0.55 S.G.]
11-3115"
1.9' X 2.19" X 3.3" X .090'
TEEL TRACK 8 _KETS
5 RAr
SEE SHEET 3 FOR SPACING
2-1/4- X 3/4- X 2'
EL U.BAR REINFORCING TRUSS
STENEO TO VERTICAL INTERMEDIATE STILES
14 X 5/8" S.M.S. AND TO END STILE
14 X 3/4- SELF DRILLING SCR.
INTERMEDIATE SECTION
REINFORCING
4AL STOP MOULDING
OR INSTALLER
114 X 5/8" SMS
6 PER HINGE
1/2 X 1-3/4- X .058' FORMED STEEL
GLU ; G TO PANEL AND SECURED TO
END STILE WITH (4) 3/16- POP RIVETS
1-7/8" X 2-5/a- X .049- STEEL
[CENTER SIILE� CLUED AND RNETED
TO PANEL W1 (4) 3/16- RIVETS POP
F 111 141 X 5/8' S.M.S.
4/ H NOE
USE REINFORCING 'U' BAR AT
TOP SECTION ONLY AT
FOUR SECTION DOORS
24 GA. STEEL PANEL
M
FLAPS GENT OVER PANEL-\
0
o
o
a
1/2- PUNCHED HOLES
a 41 D.C.
0
3/16" POP RIVETS
AT 4' O.C.-I
16 21: STILES
FOR
( FOR 18 STILES
5�
GA. � 2-1/4" X 3/4" X 2"
GALV. STEEL LJ.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES X.
W X
W� TWO # 14 5/,. S.M.S. AND TO END STILE END STILE I- V) g
Lt III FOUR 1 14 X 3/4- SELS DRILLING SCR. ou z .
fa uj
[.024" STL PANEL (n m 0
T( p
R SECTIO OUTSIDE OF DDO E!
3,4' X 2" X 2-1/2" X .049" STEEL
r.
. . STILE. CONNECT TO PANELS NTH
FLAPS AND (5) OR (6) 3/16' ALUM RWETS
SEE DETAIL ABOVE
EDGE
DISTANCE
0 2E
m
Hag o< �q:5 J
r E. L
SOLID BRASS DOD
BY 'SCHLAGE SECURITY H RDWARE'
INSTALLED IN 9/16- DIA. HOLES IN CENTER STILE _ RjA1.1
2
POSITIONED AT EYE L
3/8- POWER -BOLT BY 'POWERS'
2 M N. EMBED INTO CONC.
2 : M� N. EDGE DIST.
ONE PER BRACKET
��SEE SHEET 3 FOR BRACKET SPACING
,v -
u \\\\
7-1/1" X .050" INTERIOR SIDE
I
\.&I/4;U20 SS BOLT
7-1/2' X .071-1 T
14 GA. X 2-1/8- X ly(m.=3 -\
GALV. STEEL
CENTER HINGE-
17/8'
END ROLLER HINGE
. F�
12 GA, X 3-5/16- X 1-1/2- (OPTIONAL)
PUSHNUT
X
1.82 Dlko� .50" STEEL RI,
FASTENED TO TRACK PLATES
INSTALLED ON ROLLER SHAFT
1.82' OIA. X .5 NYLON ROLLER (OPTIOQ
W/ 1/4-20 X 5/8' TRUSS HD.
2.75" DIA 50" STEEL ROLLERS (OPTIONAL)
SLOTTED M.S. & LOCK NUT
SECTION B-
2.75" DIA. x .50- NYLON ROLLERS (OPTIONAL)
WITH 5" STEM
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S
2-
2-3/4' X 5-1/2' X 3" X .104" 5/16- SLEEVE ANCHORS
GALV. STEEL WITH 1-1/4- EMBED INTO MA R
TOP ROLLER BRACKET ON EACH SIDE 3 PER RSA'r'lEyr
-
-
FASTENED W/ (6) 0 14 X 5/8- S.M.S.
.090 THK. GALV. STEEL ADJUSTA13LE 2-1/2- X 4-1/4- X 13 GA. STEEL PLATES
3
SLIDE FASTENED TO BRACKET WELDED TO 1-1/2' X 1-1/2- X 14 GA. ANGLE
/-M�S5Q6-18 X 3/4' HEX HEAD
CR WS " W FASTENED To TRACK
UTS.
WITH (4) 1/4-20 SS. BOLT & NUTS
TOP BRACKET
(STANDARD) TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR
HORIZONTAL REINFORCEMENT
1/2' X 1-3/4- X .058- FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 2- X 5- 'P. X .104"
(2) 311V POP RIVETS GALV. STEEL .
FASTENED W/ (4) 14 x S.M.S.
B&S,
TOP ROLLER CKEr FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16- POP RIVETS
5/16- MEETING RIBS
1.82" DLA X .50* TEEL ROLLERS !E
.44 DIA. X S" STEM
OPTIONAL INSULATIONS:
tODUCTS LLC
EPS-EXPANDED POLYSTYRENE
DENSITY - 1.05 PCF
NOA 0 11 -0926.07
O�
ISO-25 �l LY-iSOCYANURATE
DENSITY 1. Iff
-----N.OA
011-0925.06
OR
MALEFOAM NORTH AMERICA'
1.03 PCF
N.OA. #10-1129.04
OR
DENSITY - 0.92 PCF
N OA. #14-0311.08
14 GA. GALV. STEEL
ROLLER HINGES FASTENED
W/ (6) # 14 X 5/8- SMS
MIN. .024' ROLL FORMED STEEL PANEL
DRAWING QUALITY C-40
MIN. YIELD STRENGTH = 39 KSI
WITH PRIMER AND BMED-ON
POLYSTER PAINTED TOP COAT TRACK CONFIGURATI-0
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED
W/ (4) 0 14 X 5/8- SMS
OPTIONS
SECTION A -
SEE SHEET 2 FOR LOCAMON
OF REINFORCING TRUSSES
HORIZ' TRACK SU
CENTER SUPPORT REQD- ON
EXREEDING 8 Fr. IN
A
A—J
TRACK LENGTH = OPENING HEIGHT PLUS
4 GA. GALV. STEEL TRACK
1-1/2- X 1/2- X 1/8- HORIZ. ANGLE
FOR DOOR HEIGHTS UPTO 7 Fr.
WITHOUT INSULATION OR WINDOWS,
2' X 27 X 1/8- HORIZ. ANGLE
FOR DOOR HEIGHTS ABOVE 7 FT. OR
DOORS WITH INSULATION OR WINDOWS
SPOT WELDED TO HORIZ. TRACK
WITH TWO WELDS AT 1_1/2, APART
FIRST AT 3* D.C.. REST AT 9. D.C.
CONNECTED TO FLAG BRACKET ANGLE
W1 3/8-16 X 3/4" BOLT & NUT
AND TO SPRING SHAFT GUIDE WITH
(2) 1/4-20 X 5/8' BOLT & NUT
VERTICAL TRACK_J-
2-1/8 X f X .080- SECTION A -A
DOOR
- SECTION HEIGHTS
I BRACKET PLACEMENTS
HEIGHT
1ST
2NO13RO14TH15THI
81
1 02
B3
1 134
B5
86
137
B8
B�-G'
IE
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18-
ia'
N Al-
To 2-
11 -3 4
23-
34-
45-
56-
67-
6'-6'
21"
La�
18"
2 1
NIA
1" To 2"
1 -3/4"
23"
3e
45"
56"
67"
-1
- �cr
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21 " -
21-
21-
N/A
I- TF-2�
Tl -3/4"
23"
3e
45'
58"
_ ' '
T--v-
tli;l
-1-W,
j�j
I a"
18'
1 " To 2'
11-3/4"
23'
34"
45"
56'
�67"78-
/4"'
T-e-
TO 2-
11-3/4-
23-
34"
45"
56""
781-1/4
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FOR DOORS MORE THAN B Fr. HIGH, USE ADDITIONAL TRACK 13RACKETS AT 10' D.C.
1.9" X 2.19' W 3.3" X .090"
STEEL TRACK BRACKETS
2-3/16" HIGH
CONNECTED TO TRACK WITH
0) 1/4- BOLTS & NUTS.
r
VERTICAL I -I HIGH Ll STANDARD I -I LOW HEADROO
DOUBLE TRACK
AVAILABLE MACK
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2i
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OR
3/16' 'RIVEX' STEEL RIVETS
..""GRIP W1 DO E HEAD
AT 8' D.C.
REINFORCEMENT
1/2- X 1-3/4- X .058-
FORMED STEEL
2ETI�
1/4- DLk LAG SCREWS 20Y
1/4- GA. LAG SCREWS
"
6 FROM ENDS WOOD BU
AT 6' 0 S
FR M END
=
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AND I" D.C. MAX.
I
W'STRIP ADAPTER.
OPTION 'A \N=// OPTION -8 \�=Y
WOOD BUCK CONNECTION M WOOD SUBSTRAT (WOOD SPECIFIC GRAVITY SG-0.55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICAMONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY HE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION.
5/16- X I-Slir
LAG SCREWS
AT 17,
WOOD BUCK CONNECTION TO MASONRY
PRESSURE TREATED 2X6 SYP WOOD JAMEIS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
�7
1 2 . D.C* INTO GROUT FILLED BLOCK WALL, WITH 2-1/4- MIN. EMBED
9. D.C. INTO 3000 PSI CONCRETE, WITH MIN. EMBED
2-1/2" MIN. EDGE DISTANCE
1/4- TAPPER BY 'POWERS' WITH SPACING OF
/16" X 2 1 /2
r
8. D.0 ' INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED
9. O.C' NTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
FILLET ELDS
W
3" MIN. EDGE DISTANCE
AT I Z' D.C. MAX.
3 CONFUEX� BY 'ELCO OR
3�,B:
LOT BY nW' WITH SPACING OF
21" D.C. INTO 3000 PSI CONCRETE. WITH 2-1/2' MIN. EMBED
3" MIN. EDGE DISTANCE
3/8' HLC SLEEVE BY 'HILTI' WITH SPACING OF
B" D.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4' MIN. EDGE DIST.
I I" O.0 * INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE
OF BY OTHER
PREPARATION JAMBS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD. DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
MAX M JM EXTERIOR(+) LOAD PER JAMB (16.17- X 48 PSF)/2 - 368 Lb. per Ft.
MAXZUM INTERIOR(-) LOAD PER JAMB (16.17' X 70 PSF)/2 - 420.4 Lb. per Ft.
RUBBER W'STRIPPING— RU
.7CD
.224
STEEL STRUCTURE 13Y OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/16' DL4. BOLTS
"'M WASHER & NUT
AT 12" D.C. MAX.
REINFORCEMENT
1/2 - X 1-3/4" X .058"
FORMED STELL
08 X I"
SELF DRILLING SCREWS
'RIVEX'
08
rOR
3/1 6' STEEL RIVETS
MULTIGRIP W/ DOME HEAD
411' O,C,
0
�AT
0
0
517111` ADAPTER
�EL
cy
IL 4 A
OBER W'STRIPPING
LOX
ANCW0_R _iP_ACWlF___
ANC5110—Rd STRUCTURE EMBED SPACINGIEDGE DIST.
3%P,LC SLEEVE BY 'HILTI' CONCl
1_1/4.
2-
ONFLEX BY *ELCO' FILLED BLOCK.
2-
- j,;
3-3/4'
'11. CONC.
31&M
1-1/2-
ffll�
3/8 'POWERS. CONC.
2'
JMPSON� CONC.
I - I T2_
CONCRETE I`c - 3000 PSI MIN.
C-90 GROUT FILLED BLOCK f'. - 2000 PSI MIN.
k.'- - ; .. - V`/
I-i�,4' X 2-,V,2" X 14 rA
I_,/2. rCON . STEEL GLE - . 1-1/2'
12 GAL GALV. STEEL
FLAT BRACKETS ±3" LONG 2-1
V X 14 GA.
AT 12" D.C. IN DOOR OPNG. G EEL TRACK
AT 18" D.C. ABOVE DOOR OPNG. FASTENED To TRACK PLATES
CONNECTED TO CONT. ANGLE W/ (2) 1 /4-ZOX5/8- TRUSS HD.
W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT
10 STFFI
ALTERNATE TRACK INSTALLATIO
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198— 5
DOOR PANEL
24 GA. (.024) STEEL MIN.
OR WASHER
08 X 3/4- SMS
-0 3/8" FROM ENDS
AND 7' D.C. MAX.
(4) JB X 3/4- SIMS
_a 1 -*3/8- FROM ENDS
AND 6-1/2- D.C. MAX,
.175 X .062 UEEP
1/4- POLYCARBONATE LEXAN
9Y 'SABIC INNOVATIVE PLASTICS'
NOA #13-0 , 117.01
K .062 DEEP
,E
(4) #8 X 3/4- SMS
a 1 -318 . FROM ENDS
AND 5-1/2" D.C. Mm.
18 X 3/4" SMS
4p 3/8' FROM ENDS
AND 7' D.C. MU.
Dtk WASHER
IR PANEL
GA. (.024) STEEL MIN.
21
�E
-4
PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PACE
1 �7
, '11. 1 1 -1 ON law-
010
W ru L
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7m
0
1.765 1.725
'5'0
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MR
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EXTERIOR FRAM INTERIOR FRAM C)
RIGID PVC ONE PIECE INJEC'nON IRIGID PVC ONE PIECE INJECTION
pl)
A
Z 3:
'a
0
0
co
INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
#8 X 3/4" SMS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
0 3/8- FROM ENDS, .175 X .062 DEEP
AND 4-1/2- D.C. KV. I r-GROOVE I
DOOR PANEL
24 Q. (.024) STEEL MIN,
EXTERIOR
15/16" LAIN. n I npr
m
TT
1592 FRUMMIREINEWIRD
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(Sh..t �6-f 6�
MIAM MIAMI-DADE COUNTY
EMA PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW- 26 Street Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3.15-2599
NOTICE OF ACCEPTANCE (NOA) www.mlamidade.govleconomy
CGI Windows and Doors, In.c.
10100 NW 25 Street
Miami, Fl, 33171'
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 6r material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as'described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "23811 Outswing Aluminum Casement Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw.
(L.M.1.)", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/9 8, with revision J dated 04110/15, prepared
by A]-Farooq Cor�oration, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County
Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -
Dade County Product Control 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,
model/series, and following statement: "Miami -Dade County Product. Control Approved", unless othenv.ise
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 p�rfbrfiiance 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 NO.A.
X13L]"DIT T1LU]JLR%Tj1Sn1ETff-. The� niuimber-preceded--by-the-word-,�-��ade County,--F1erida,,—and
followed by the expiration date may be displayed in advertising literature'. If any portion of the.NOA is
displa-yed,then it shall be do he 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-thejob site at the request of the Building bfficial. -
This NOA revises NO,�# 14-0506.01 a ' nd consists of this page I and evidence pages E- 1, E-2, E-3 and E-4,
as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MAMMA E COUNTY
�1
NOA No. 15-6512.19
ExpirationDate: October26,2018
ApprovalDate: September17,2015
Page I
RANDALL L STOFFT AK-',`H1TEC1r59 PJL
AAW3379 AMOIII05
(P APPROVED REVISE& RESUBMIT
E] APPROVED AS CORRECTED REJECTED
This review i6 only for general conformance With the design concept of the
prD*ct and general COMPIlance With the Information given in the contact
documents. Corrections or comments made on iha shop di-awings during
this review do not relloveuha contractor from compliance viiih the reqLgire-
me,nis of the plans ond speciftations. Approval of a specific item shall not
-3 a- CO PC P
inc!ude Bpi it m is m Be " Con-
prova4 of cii aa:oemtly Of Which th�
tra,-t - sionsto bo confe.,mcd and correlated at the
',O� is rosponsid�2 for. DiIT..oll
job sita; Ififon til(,z! priains solely to ihe fabftaiion procmOs Or to
the noans, mothods, iedirk'tues, sequences 3nd pr000dures; of construe -
ton: amidiriation of the woA of oil 0101 laies: and for penorming allWork
in a sate and safisfacto0i BIP,11119r.
DAM �260 � BY: -E-0
MIAMP MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WR) 1805 SW26 Street Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(78�)315-2590 F(-786)3.15-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadL.gov/economl
CGI Windows and Doors, In.c.
10100 NW 25 Street
Miami, Fl. 3317.1'
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 (ATU).
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 areds other than Miami Dade County) reserve.the right
to have this product or material tested for quality assurance purposes. If this product 6r material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as'described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series 1123811 Outswing Aluminum Casement Window - L.MJ.
APPROVAL DOCUMENT: Drawing No. W98400, titled "Series-238 Alum Outswing Casement Wdw.
(L.M.L)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared
by Al-Farooq Cor�oration, signed and scaled by Javad Ahmad, P.E., bearing the Miami -Dade County
Product Control Revision star�p with the Notice of Acceptance number and expiration date by the Miami -
Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with t6 manufacturees 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..
TERMINATIO14 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 produc% for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall because for termination and removal of NOA.
A 1") 1T TJU Tire NO* n er-preceded--by-the rdt-Mkmi�-Dede-C-ounV,--F4erida,- d'
followed by the expiration date may be displayed in advertising literature'. If any por tion of the NOA is
displa*yed,.then it shall be done inits 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�# 14-0506.01 and consists of this page I and evidence pages E-1, E-2, E-3 and E-4,'
as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMMADECOUN
NOA No. 15-6512.19
ExpirationDate: October26,2018
ApprovalDate: Septembee17,2015
C()PY page I
CGI Windows and Doom Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
1. 'Manufacturer's die drawings and sections.
(Submitted under MOA's # 96-0417.03 and #'01-1002.03)
2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)",
sheets IJ,- 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated
04/10/1 5, prepa"red by- Al-Fhrooq Corporation, signed and sealed by Javad Ahmad,
P.E.
B.- TESTS.
1. Test reports oft: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile hnpact� Test per PBC, T * As 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7500 PVC fixed
window, to qualify DuPont "Butacite" PVB interlayer, DurasealS and Super SpacerO
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WA,'dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. -
2. 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 series 7400 PVC project
out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(D and Super
Spacer@ insulating glass spacer, prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WB, dated 03103/15, signed and sealed by Ramesh C. Patel, P.E.
,3. Test reports on: 1) Uniforin. Static Air Press
ure 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 series 23 8 aluminum
fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal@ and Super
Spacer(D-insulatling.glass spacer,'prepared by Certified Test Laboratories, Test Report
No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P'.E.
4. 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
5) Cyclic Wind Pressure Loading. per FBC, TAS 203-94.
6) Forced Entry Test, per F ' BC 2411.3.2-.1, and TAS 202-94
along with marked —up drawings and installation diagram of a series 318 outswin
.9
aluminum . casement window, prepar , ed by Certified Testing Laboratories, Test Report
No. CTL-3009W.B.,'dated 03/24/14, signed and sealqd %by Ram h,C I P.E.
ei =es.
(Submitted underprevious NOA # 14-0506. 01).
-)P
Y[RniielPe z, E.
. . KZ
Product Control xa iner
NOA No. I - 12.19
Expiration Date: October26,2018
ApprovalDate: September. 17, 2015
E-1
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Test reports on: 1) Air Infiltration Test, per FBC, TA 4
S 2.02-: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 203-04
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 casement
window, prepared by American Test Lab of South Florida, Inc., Test Report 14o.
ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hatt6m, P.E.
(Submitted under NOA # -12-1220.14)
6. 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) Forced Entry Test, per FB C 2411.3.2. 1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum casement
window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080-
0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated
09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E.
(Submitted under NOA # 08-1010.02)
7. Test reports on: l)-Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum outswing
casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports
No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated
06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E
(Submitted under NOA # 08-1010.02)
8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with inarked-up drawings and installation diagram of an aluminum'casement
window, prepared by Hurrica ' ne Test Labor atoiy, Inc., Test Reports No.
HTL-0080-0303-96 and RTL-0080-1107-98, dated 03/06/96 and 11/10/98, both
signed and sealed by Timothy S. Marshall, P.E.
Alanuel ere
Product Control Ex m! er.
NOA No. 15-04a12.19
ExpirationDate: October26,2018
Approval Date:. September 17i 2015
E-2
CGI'Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNTINUED)
9.- Test reports on: 1) Air Infiltrat - ion Test, per FBC, TAS 202-94
2) Uniform Static Air'Pressure Test, Loading per FBC, TAS 202-94
3) Water. Resistance Test, peri FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS'201-94 -
5) Cyclic Wind Pressure Loading per FBC, TAS 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 casement
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-
1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E.
(Submitted underNOA # 96-0417.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad
Ahmad, P.E.
(Submitted underprevious NOA # -14-0506. 01)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic'Resources (RER)
E. MATERLAL CERTMCATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlasS (Clear andftite) Glass Interlayers" dated 06/25/15, expiring pA
07/04/18.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc*. for their
"Butacite@ PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET
Core" dated 06/19/14, expiring on 12111/18.'
4, Notice of Acceptance No. 14-0423.17 is - sued to Eastman Chemical Company (AIA)
for their "Saflex Clear and Color Glass Inierlayers" dated 06/19/14, expiring on
Manue Peru , P.
Product Control Ex min r'
NOA No. 15, .19
Expiration Date- October 26, 2018
Approval Date: September 17,2015
B-3
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of 'conformance, complying with FBC- 51h Edition (2014), dated April
11, 2014, issued byAl-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted underprevious NOA # 14-0506. 01)
2. Proposal No. 13-1698 issued by the Product Control *Section, dated October 02, 2013
and revised on February 24, 2014, signed by Manuel Perez, P.E.
(Submitted underprevious NOA # 14-0506. 01)
3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen
A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test
Laboratory, Inc., dated 09/21/07 and 10112/06, both signed and sealed by Vinu J.
Abraham, P.E.
(Submitted under NOA 4 08-1010.02)
4. Laboratory compliances letters for Test Reports No. HETI-08-2143,
HETI-08-2144, RETI-08-4287 and HETI-07-4298, issued by Hurricane
Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by
Candido F. Font, P.E.
(Submitted under NOA # 08-10-10.02)
5. Laboratory compliance letters for Test Reports No. RTL-0080-0303-96 and
HTL4080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and
11/10/98, both signed and sealed by Timothy S. Marshall, P.E.
(Submitted under NOA # 96-0417.03 and 01,4002.03)
6. Laboratory compliance letters foi Test Reports No. FTL4003 and FTL-1041, issued
by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by
Yamil Kuri, P.E.
(Submitted under NOA # 96-04IZ03)
7. Test Proposal for the qualific ' ation of ButaciteO PVB glass interlayer by Kuraray
America, Inc., as well as Duraseal@ and Super Spacer@ Standard warm -edge
flexible insulating glass spacers, dated December 16, 2014, issued by REP, Product
Control Section, signed'by jaime Gascon, P.E., Supervisor, Product Control Section.
G. OTHERS -
1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their
Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 66/26/14
and exDiri�g on 10/26/1 R.
anuel re -
Product Control Ex r
NOA No. 15-0)fr2-.V9
ExpirstionDate: October26,2018
Approval Date: September 17, 2015
F-4
"AW
EXTERIOR
TIONS
USE CHARM AS FOLLOWS.
Wim f"ma 1 1, 1 0 , - --*- -
P4
0
m
Ix
FOR GLASS TYPES,
REFER TO
SHEETS 3 AND 4.
W
00A
STEP I DErERMNE DESIGN WIND LOAD REQUIREMENT BASED
1p
ON WIND VELOCITY. BLDG. HEIGK% WIND ZONE
USING APPUCA13LE ASCE 7 STANDARD.
STEP SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD
CAPACITY OF DESIRED GLASS SIZE/TYPE.
STEP USING CHART ON SHEET 6 SELECT ANCHOR OPTION
WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP I ABOVE.
STEP IF ALUMINUM 13UCK SYSTEM IS USED USE C14ART ON
SHEET 7 TO DETERMINE CAPACITY.
STEP THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4
SHALL APPLY TO ENTIRE SYSTEM.
9
0 MMIM MULTI POINT LOCK
BY `TRUTH'
,LT., TO CAM LOCKS
MAX6.WDW. LOCK
H
n,
.H, POINTS
42* 2
03, T
84' 4
TYPICAL ELEVATION
(FLANGE FRAME)
MULTI POINT LOCK
BY 'INTERLOCK
ALT. TO CAM LOCKS
%DW, LOCK
W T �%
W POINTS
3 ;,B �T
. 2
56' 3
M74"4
84' 5
SHUTTERS ARE NOT REQUIRED.
NOTESs FOR MULLION/MULTIPLE UNITS, REFER TO
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SEPARATE CGI MULLION N,O.A.
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (WHZ).
0
12-8
9 2 1
01 1
m 13 1
go �l
C) c6 t.
00
10
v)
x
0
C'I
cb, 'z
0 V)
0 3i V)
z
u
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
EnSr: JAVAO AHM
CNIL
PROI)UCT REVISED
FlarWe
FLA. pe "70892
CAN.
m, c—plying wilh Ilm
DpildingCD&
Hi
H!
[It
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO 13ASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ccplw No ll�-uDV4
ma �b)s
11
-11
Is
nd:
!
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DErAILS ARE
y
NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
(t
mi: & NW.
drawing no.
[W98-10
ALL SHIMS TO BE HIGH IMPACT. NON—METAWC AND NON —COMPRESSIBLE.
PAW
EXTERIOR
-GENERAL w1hinow sEcTioN
EQUAL LEG FRAM
4�
2
0;
W
FOR GLASS TYPES.
REFER TO
SHEETS 3 AND 4.
"ll,
TYPICAL ELEVATIO
(EQUAL LEG FRAME)
MAXIM MULTI POINT LOCK
BY 'TRUTH'
MULTI POINT LOCK
9B 13Y 'INTERLO K'
ALT. TO CAM LOCKs
TMO CAM LOCKs
MAX - LOCK
H6411OW POINTS
ZALT,
MAX. WDW. LOCK
HEIGHT POINTS
7
42' 2
aa, 2
�6
630 3
56, 3
E
84' 4
.
74* 4
E.g. MAD AHI AMD
A—pl— No
0,0
CML PRODUL-r RIEVISED
FLA. PE�
CAN.
4.lj
L
zu,l
o t�
ow
ix
Xcl
ALL FRAME AND VENT CORNERS To UE
SEALED WITH GE SILPRUF OR EQUIV.
5
4
A 11
FRAME CORNE
'A
CORNER KEY
60 THICK Sr. STEEL
..,CORNER KEYU
2 THICK ALUMiN M FLANGE FRAME
1
RA EQUAL LEG FRAME
ITEM
PART f
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPUER/REHMS
I
CGI-373
4
FLANGE FRAME
063-TO
INOALEY OR EOUrV.
iA
CGI-397
4
EQUAL LEG FRAME
6003-TO
INDALEX OR EQUrV.
2
CGI-378
VW (5/16- LAM. CLASS)
6083-TS
INDALEX OR Equrv.
29
CGI-381
4
VENT (INSUL LAM. GLASS)
6063-Ta
INDALEX OR EQUfV.
2C
2��35
4
vENT (7/io' LAIL GLASS)
-WO -TO
INDALEX OR EQUIV.
3
.37.
4
OGEE GLAZING DEAD
6063-75
INDALEX OR EQUIV.
3A
CGI-396
4
SOME GLAZING BW
6003-T5
I INDALM OR EQUIV.
4
-
4
.060 THICK CORNER KEY
ALUMINUM
5
-
a
.000 THICK CORNER KEY
sr. 2
AP-425
AS REQD.
FRAME WrATIJERsmippING
7�
7
Q250-K-190
AS REOD.
VENT W04THERSVIPPING
-
I SCHLEGEL Q-UON
8
35-10-00-101
2/ VENT
4 DAR HINGE, AT Top AND BOTTOM
stEEL
TRLrH. ATrAcHED w/ (s) is x .3/s- ss S—ms
9
24�13�00�202
2/ VENT
FACE MOUNT LOCK
STEEL
TRUTH. ATrACHED W/ (2) #8 X .3/8" SMS
9A
V vEw
murn POINT Low
TRUTH
9B
1/ vENT
MULTI POINT LOCK
INTER K
10
2/ VW
A 10 THICK LOCK KEEPER, AT FRAME jmB FAcINC LOCK
STEEL
CGI, ATrACHM W1 (2) FfO X 3/8' SS SMS
11
1
OPERATOR (OFTIONAL)
SFEEL
TRUTH. ATrACHEO W/ (2) #8 X 3/a- SS SMS
11A
I
OPERATOR (OFnONAL)
STEEL
INTERI K
12
1 30175
1
OPERATOR TRACK
1 13
1 -
12/ CORNER
FRAME AND %Vff ASSEMBLY SCREWS
110 X 1-1/4* SS SIAS
1)"
m 4.0
z
0
ti
0
0
@VENT (5/16' LAM. GLASS) VOW
0 1 ice -(
—1.757— 0.3te
F -- L4 ,,r. Typ. u� Ig
& In
1.875 0ml
OLD
L L438
—1.624 z
@ VENT (INSUL. LAM. GLASS)
Ir
—1.757— 0 LJ
0 Lu
.090 TYP. Ald
F-- �4�y-,,Typ
LWS
In
0
L ?-:
z
3- - --
-1.3.47
@ VENT (7/15" LAM. GLASS)
C�
,75
. k04
3S3
0 in
.7
CGI-375: OGEE GLAZING STOP
Plo ailolo
-1.617 1-
18 CGI-396: SQUARE GLAZING STOP
5;Fr.' JAVAD AHMAG
CIVIL
FLA. FE 1 70592 PRODUCrREVISED
CA.N m1plying with 9W WWI&
J,
mlim mte is
BY
Jim' - Psodct
drawing no.
W98-1 OC
�:ilV ANN. GLASS
.090" Saflex Clear And Color Class
,S_FBy T-Iman Chemical Co.'
.09 B-tocit. PV13
By9Hururay America, I...'
ANN. GLASS
SILICnNE
GE-1200
- DOW 995
DOW 899
5/16" NOMINAL
GLASS TYPE V
-3/16" ANN. GLASS
.075" Saflax On With PEr Care
Chemical Co.'
By '!OZ I x Clear And Color Glass
... I:n
3/16- HEAT STREN-D GLASS
.075� Suflex CP With PET Core
By 'Eastman Chemical Co.'
.090" Saflex Clear And Color Glass
a
4ssu .
10
M I
`0
By 'Eastman Chemical Co.'
By 'Eastman Chemical Co.'
at
INTERLAYERSE
INTERLAYERS-
0
.090" S.ntyGlas
By 'Kuraray America, In..'
.090" SentryGlas
By 'K uraroy America, Inc.'
, Butocile PVS
IL 5
.09 9
By Kummy America, Inc.'
80y'9Hu'mur'o0ycHAempeVr1'co, Inc.'
p- u
3/16-
ANN. GLASS
In
3/16- HEAT STREWD GLASS
it
SILICONE
GE-12110
SILICONE
GE-1200
]law 995
DOW 995
Iffiv 899
DOW a 99
F
SQUARE BEAD
OPTIONAL
ALL CLASS TYPES-,-(
7/16- NOMINAL
7/16- NOMINAL
GLASS TYPE W
GLASS TYPE '0'
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHLEMERS RMUMCD
REFER 70 SHEETS 5 THRU 7 FOR INSTALLATION DETAILS
WINDOW DIMS.
GLASS
E 'W
0 S TYPE
*3'
GLASS TYPE
WIDTH
HEIGHT
EXr. (+)
Mr. (-)
EXT. (+)
TNT. (-)
EXT. (+)
20"
2V
28'
30"
12-
36"
40"
42-
je
110.0
194.3
'110.0
195.0
110.0
195.0
110.0
TOLD
110.0
195.0
110.0
195.0
110.0
138.8
1 io.0
195.0
110.0
195.0
110.0
129.5
lio.0
195.�_
110.0
195.0
110.0
121.4
110.0
195.0
110.0
--195.0
107.9
107.9
110.0
195.0
110.0
195.0
97.1
97A
110.0
195.0
110.0
120.0
975
92.5
12K5
110.0
120*0
60so
60.0
20.
24'
26'
3'.
.121
36'
40.
4e
11 D.0
5
156.5
110.0
195.0
110.0
195.0
110.0
08.8
110.0
195.0
110.0
195.0
110.0
118.9
110.0
195.0
110.1-
- 195.0
110.0
I 1 .0
lit.0
110.0
195.0
110.0
195.0
104.1
104.1
,D4 ,
ilo.0
195.0
110.0
120.0
92.5
.2.S
92.5
110.0
120.0
ilo.0
120.0
� .1c
P.-I
63.3
1113.0
120.0
110.0
120.0
79.3
110.0
120.0
6000
SILO
20'
24'
2B"
30
32:
36,
48'
145.7
110.0
195.0
110.0
195.0
_110.0
110.0
121.4
110.0
195.0
110.0
195.0
103.8
104.1
110.0
195.0
110.0
120.0
97A
97.1
i1c.0
195.0
110.0
91.1
9"
1 91.1
110.0
120.0
110.0
120.0 1
SG'9
80.9
110.9
-72-.EF--
11010
-TTO.-O---
120.0
lio.0
120.0
40"
42
72.3
-
69.4
69.4
110.0
120.0
60.0
60.0
20
26"
30'
32'
36
,w
1 42"
54'
110.0
129.5
110.0
195.0
110.0
195.0
98.0
U37.9
110.0
195.0
110.0
195.0
88.2
92.5
ilo.0
120.0
110.0
120.0
04.4
e5.3
110.0
110.0
120.0
80.9
60.9
110.0
V120.0
1 0
12MO
110.0
120.0
719
71 .9
110.0
12 - 0.0
0.0
ila.0
120.0
64.0
(ICS
110.0
120.0
110.0
1120.0
61.7
61.7
110.0
I ..
120.0
, 60.0
, 6D.0
NOTE.
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
NO SHUrIERS REQUIRED NO SHLRIER!I REQUIRED
REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 Deal 7 FOR INSTALLATION DETAILS
WIND DIMS. GLASS PE '2' CLASS IT CLASS TYPE '41' ITMOM DIMS. GLILSS YPE GLASS GLASS TYPE -6-
z
20- 98.8 112.6 110.0 195.0 1`10.0 1115.0 19 110.0 195.0 110.0 195.0 110.0 195.0
1/8 La
-1/8
85.8 a5.4 110.0 '195.0 110.0 120.0 26 1/2' 110.0 195.0 110.0 195.0 110.0 195.0 U)
26" 8 W
28" 76.7 8303 110.0 120.0 11 OL.O 120.0 37" 110.0 145.4 110.0 195.0 110.0 U15.0 0
301 73.2 77.7 11010 12GO 110.0 120.0 42- flO.O 128.1 110.0 195.0 11D.0 195.0 0 La
a f� g
32, 70.2 72.8 110.0 120.0 1 H).0 120.0 19-1/8* 110.0 190.6 110.0 1115.0 110.0 195.0 Ln
36' 54.8 64.8 110.0 120.0 1 TOM 120.0 26f2' .38-3/8' 110.0 1374 110.0 i9S.O 110.0 195.0 c'l
40" 60.0 60.0 60.0 .0 37 r 98.5 98.5 110.0 194.5 110.0 120.0
42' - - 60.0 Go.0 60.0 60.o 42* 1 86.8 116.11 IULO 120.0 110.0 120.
0 In
0
20' 86.7 66.7 110.0 19510 110.0 195.0 19-1/8- 110.0 144.5 110.0 195.0 1 IDA 195.; C3 iri P2
1. 73.4 73.4 110.0 12MO 110.0 120.0 20-1/2- 99.7 104.3 110.0 195.0 110.0 195.0 Z Z
110.0 120.0 110.0 C,
ilO.O 120.0 4.7 74.7 120.0
28' 2 64.2 11010 120.0 1. E3
'0'0 195,0
too i "S.0
"a. I S..
qi�..
ll'r
'0
HiS 0
Hi,.,
111, .000 1,--0)l
50.5 r3
42
S
30' 66. - SO. , 6 1110.0 V12O.0 110.0 120.0 42- 65A 65.8 liD.0 120.0 110.0 120.0
32' 57.5 57.5 110.0 120.0 110.0 120.0 19-1/8- 96.7 104.2 110.0 195.0 110.0 195.0
35" - - 60.0 60.0 6D.G 60.0 26-1/2' 63, 74.9 77.9 110.0 120.0 110.0 120.0
- - 80.0 60.0 60.0 60.0 37' 60.0 60.0 110.0 120.0 110.0 120.0
20" 65.4 06.4 110.0 19510 110.0 120.0 4e - - 60.0 60.0 60.0 60.0
S
24' 56.1 56.1 110.0 120.0 110.0 120.0 63.0 63.0 11 !!010 120.0
19-1/8' -- 110.0 5.0 .0 1
51.1 0.0 120.0 ilo.0 120.0 r4..B 46.6 00 -1 - 116
4-N. 45.9 it 26-1/2- 74-i/C M20.0 20.0 . . .
28 72' , '.. 1 59.8 59.8 59.8 Q ; -. �
30, 45.0 46.0 110.0 120.0 lla.o 120.0 .37" 592 2
32, 43.6 4.3.6 110.0 120.0 110.0 120.0 1 .37- 77- 56 ' 563 56.3 � �p I ; � i
32" 613.0 60.0 60.0 60.0 UMFT MAX LOADS TO 171.0 PSF
76' WHEN MULTI POINT LOCK BY 'INETRLCCK' 908
15 UbLU
20" 52.0 52.0 110.0 120.0 110.0 120.0
24' 43.8 43.8 110.0 120.0 110.0 120.0 SIZE 37 X 77 APPLICABLE TO FLANGE FRAMES ONLY - 4 4 i i
SEE SHEET 1 0
78* 38.1 38A ilo.0 120.0 110.0 120.0
110.0 120.0 60.0 60.0
C W
60.0 60.0 60.0 60.0
41.5 41,5 _110.0 120.0 110.0 120.0
2e 110.0 120.0 110.0 120.0 Entir: JAVAD AIOAAO
CIVIL PRODUCT REVISED
28' 84" 110.0 120.0 54.5 54.5 FLA. PE f 70592 - -visplying with The; Flaws
1. --5i.2 51.2 51.2 51.2 C . 3538 building Cad
----- T- Acoctilsh. Z 1
32* 48-3 483 483 48.3 ISO 11 Ir'.0sle.19 is
NOTE: BY drawing no.
LOAD/AREA LIMITS M1 a.&
FOR +110.0. -120.0 PSF = 16.34 SQ. Fr. 015 W98-10(
+110.0, -195.0 PSF - 10.00 SO. Fr. f-sheet -3of 7
1/8- TEMP. GLASS
1/8- TEMP.
GLASS
AIR SPACE
AIR SPACE
7
1/8-
ANN. GLASS
i/a" TEMP. GLASS
co
.0750 Saflex CP With PET Car. .075" Suflux CP With PET Care
By 'Eastman Chemical
Co.'
By 'Eastman Chernfical Co.'
.09(f Saflex Clear And
'Eastman
Color GI
OSO` S.fl.. Clear And Color Glass
'Eastman
w
By Chemical
Co.'
By Chemical Co.'
INTERLAYERS
INTERLAYERS-
IL
.090" SeintryGlas
By 'Kuraray America. Inc.'
.090" Sentry0las
By 'Kummy America. Inc.'
9 v 0
If
.090' Butocite PVB
'Kumray
.0go" Bulaci.t. Pva
'Kumroy
By America, Inc.'
By America, Inc.'
SQUARE BEAD
OPTIONAL
1/8-
ANN. GLASS
1/8- TEMP. CLASS
ALL GLASS TYPES
aowm
SILICONE
GE-1200
SILICONE
GE-1200
g
I)OV 995
DOW 995
DOW 899
DOW 899
...... ...
0
XL ED E SPACE
XL
EDGE PA E�
C
S"INAL
IN
ST. STEEL BY CAROINAL�
SETTING BLOCKS ST. STEEL
13Y 'CI
IR
SETTING BLOCKS
U. z
OR
2/ LITE
0.
2/ LITE
53
OURASEAL BY 'QUANEX'
EPOM
OURASEAL BY '� A10
EPDM
Z
w
OR
DUROMETER 55±5
OR
DUROMETFR 35±5
SUPER SPACER BY 'QUANEW 3/4" INSULATED SUPER SPACER BY -OUANEX- 3/4- INSULATED
GLASS TYPE '2A'
GLASS TYPE '3A'
z
PERFORMANCE VALUES OF IMPACT RESISTANT WINDDWS
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS
in
NO S UTTERS
REM 70 SHEETS 5 THRU 7
REQUIRED
FOR INSTALLATION
DETAILS
NO SHIMFERS
REFER TO SHEETS 5 THRU 7
REQUIRED
FOR INSTALLATION
DETAILS
NO SHUTTERS REQUIRED
REFER TO SHEETS 5 THINJ 7 FOR INSTALLATION DETAILS
Ix
0
,j
0 La
WINDOW DIMS. I
GLASS E '29
GLASS TYPE 'SA!
WINDOW DIMS.
N201
GLASS TYPE '2A!
GLASS TYPE '311!
"a'
WINDOW 11111S. GLASS 9 '2W GLASS TYPE 'ak
WIDTH HEIGHT I-
'-'
(+) I - I NT. (-)
D
WIDTH HEIGHT
EXT. (+) LINT. (-) DIT. (+) 1W. (-)
WIDTH HEIGHT EXT. (+) TNT. (-) EXT. (+) 1NT.
MOTH
(n
20'
LIMIT
104.3
110.0
195.0
95 0
98.8
112.6
110.0
195.0
9 1 'a
19-1/8- 110.0 195.0 110.0 1195.0
24"
110.0
'10 IT
161.9
110.0
ils
195.0
1.
4
r2
85.8
95.4
110.0
120.0
26-1/2" 110.0 2D3.0 110.0 195.0
211'
110.0
i3ax
lio.0
195.0
0as. '.5
F12.
28"
76.7
93.3
110.0
120.0 1
37* 26' 110.0 145.4 110.0 195.0
r
36"
'0
110.0
129.5
'- IT 5
110.0
IS' 0
195.o-
30-
0
60,
73,2
77.7
110.0
120.0
42" 1iOaO 1281 110.0 195.0
.2
110.0
I'D
K.7..
1
K'24
121.4
110.0
'9.0
195.0
32"
a2
70.2
72.0
110.0
120.0
_, /.
19-1/8, 110.0 190.5 ilO.O 195.0
0
36'
107.9
1
107.9
110.0
195.0
IS5 0
'..
36,
64.8
64.a
110.0
120.0
26-1/2" 110.0 137.5 110.0 195.0
2 6 1
38-3/8-
�? i
IT, i
97mi
S
97.1
7
110.0
120.0
40
60.0
6 .0
-
1. 98.5 ga.5 110.0 120.0
-j
0
4V
ll�
92.5
.2
92.5
110.0
120.0
1.
60.0
60.0
-
-
42- 86.11 86.8 110.0 120.0
's
20' 110.0 166.5 110.0 195.0 '0. 86.7 86.7 110.0 169.0 19-1/8- 110.0 144.5 110.0 195.0
24'
110.0
138.8
1 io.0
25.0 1
24'
73.4
73.4
110.0
120.0
2a-1/2' 5O_5/a- 11 9.7 104.3 110.0 195.0
28'
110.0
lia.9
110.0
1.5.0
2W
64.2
64.2
110.0
120.0
37" 74.7 74.7 110.0 120.0
30.
110.0
111.0
110.0
195.0
30" 667
60.6
60.6
110.0
11"-
42' - 65.8 65.11 110.0 120.0
42'
32"
104.1
104A
P7
110.0
12Q.O
12-
57.5
57.5
110.0
112.2
19-1/8* 96.7 104.2 lio.0 195.0
10*0
36,
92.5
92.5
110.0
120.0
36*
60.0
60.0
-
26-1/2" 63" 74.9 77.9 110.0 120.0
0,0
2
6
1
40"
83.3
a
a3.3
110.0
120.0
60.0
60.0
-
-
1.0
37' 6O.D 60.0 110.0 117.0
4§
79.3
79.3
110.0
TLO
120.0
20'
66.4
66.4
110.0
120.0
-
6010 60.0 -
110.0
145.7
110.0
195.0
9 50
2V
56.1
56.1
109.3
i0g.3
19-1/8, 61 63.0 110.0 120.0
T T
T-"
24'
110.0
121.4
110.0
1 ED
195.0
28'
72"
48.9
48.9
95.3
95.3
26-lT2- 74-1/4- 41,15 90,9
104.1
110.0
120.0
2...
K2
46.0
46.0
89.8
89.8
28M
30*
r6,r
S
- 37 L9.8 59.8
NOTE:
-104.1
97.1
97.1
110.0
1 2...
120.0
43.6
43.6
85.0
85.0
30,
32*
56 56.3
77* .3
GLASS CAPACITIES ON THIS SHEET ARE
n 2
32,
40"
36'
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
A
i
91.1
91.1
110.0
1 2..
120.0
60.0
60.0
-
90.9
80.9
110.0
1 200
120.0
32*
60.0
60.0
-
0
as,
LIMIT MAX. LOADS TO 171.0 PSF AND FLORIDA BUILDING COMMISSION
'INETRLOCK-
407
36"
76'
WHEN MULTI POINT LOCK BY
15 USED
DECLARATORY STATEMENT DCA05-DEC-219
72.11
-
72.8
110.0
120.0
60.0
60.0
69.4
69.4
110.0
120.0
20'*
52.0
52.0
10113
101.3
4r
21V
SIZE 37' X 77" APPLICABLE TO FLANGE FRAMES ONLY
Eg,: JAVAD AHIAAD
CTAL PRODUCT REVISED
26"
110.0
i2s.5
i1o.0
195.0
4.3.8
43.8
85.4
05.4
911.0
107.9
110.0
195.0
38.1
36.1
74.3
74.3
24'
28'
SEE SHEET I
FLA. FE 111 70592 . complying %vilh lb. Florida
28'
32'
CAN. 3538 BuildingCod.
92-5
97.5
, 110.0
120.0
60.0
60.0
-
-
84.4
85.3
110.0
120.0
20"
24'
29*
84"
41.5
41.5
80.8
80.8
30,
32"
36'
54'
NOTE.
20,�
80.9
80.9
110.0
120.0
34.9
34.9
68.0
68.0
FdroWing no.
71.9
71.9
110.0
120.0
54.5
54.5
LOAD/AREA LIMITS
jW98-100]
54.8
lio.0
120.0
51.2
40'
64,8
�
3e
.91.2
FOR +1110.0, -120.0 PSF = 16.34 SO. Fr.
61.7
64.7
Ilow
1 48.3
46.3
32'
1
+110.0, -195.0 PSF = 10.00 SO. FT
INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6
SEE SHEEF 6 FOR DIESCRIPIMN
TYPICAL ANCHORS TYPICAL ANCHORS
- SEE ELEV. FO SPACING SEE ELEV. FO SPACING
SEE SHEET 61roSR DESCRIPTION /--SEE SHEET SRO DESCRIPTION MEIAL
STR CTURES
THK. MIN.
TY"
4 SEE
SEE
SEALANT-\\ SEALANT
C c
2 1/8- 2 1/8*
MIN.
.1.0 iN
M'
IN. 4! m1h.
-1 MIN. 2-1/21' 'MIN.
37ALLATION 7YPE T AWOD BUCK TYPE if INSTALLATION TYPE-�Z WOOD BUCK TYPE-1Z
MATER PRESSURE TREATED MATER : PRESSURE TREATED
TYPICAL INSTALLARON QETAII TYPICAL INSTALLATION DETAl ATTACHMENT TO
ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOO METAL STRUCTURES
TYPICAL ANCHORS TYPICAL ANCHORS
SEE EUX. FOR SPACING /--SEE ELEV. FOR SPACING
SEE SHEET 6 FOR DESCRIPMON SEE SHEET 6 FOR DESCRIPTION
SEALANT j SEALANT
2 7/8-
MIN.
BUCK INSTALLATION BY OTHERS BUCK INSTM.LATION BY OTHERS
INSTALLATION TYPE '3' WOOD BUCK TYPE -!I
MATERIAI - PRESSURE TR
TYPICAL INSTALLATION DETAI
ON ALL FOUR SIDES/USING WOOD
ALUM CHANNEL
3/4' X I- X 3/4- X 11/8'
2-1/2' LONG
AT ANCHOR LOCATIONSN I
WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
INSUALLATION 7YPE-:!t WOOD BUCK TYPE-11!
UAWDIAI - DOM— FAIF
TYPICAL INSTALLATION DErAI
ON ALL FOUR SIDEVUSING WOO
to
z
0
0 b
4 Fe
19 1
0
z
cj
V)
o
0
z 2!
Enp. JAVAD AHM0
CIAL PROIDUCTRISVISED
FLA. PE t;o592 as c.nplyipg �dth ft I'laimidu
CAN. 38 Building Coda
Acwpldlic.Nof�5-0512 III
ki. tc
"�op
_4E�
MA(ft By . p"
1* pt"d
u.,
W98 1 oc
INSTALLATION CONDITIONS
EQUAL LEG FRAME (APPLIES TO ALL FOILJR SIDES
u a
FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6
414
TYPICAL ANCHORS
SEE EL%TFOR SPACING
SEE SH 6 FOR DESCRIPTION
TYPICAL ANC14ORS
,,-SEE ELEV. FOR SPACING
TYPICAL ANCHORS
ICAL
/-SEE ELEV. FOR SPACING
METAL
STRUCTURES
THK. MIN.
(L
0
Ohl SEE SHEET 6 FOR DESCRIPTION
rnrF
SHEET 6 FOR DESCRIPTION
3/8-
r
011SEE
I 'i i
IT—
v
ri om
cy
<1
0
v 7 MIN.
SAN
I MIX.
L4 MIN,
2-1/0 MEN.
2_1
2-1/2" MIN.
INSTALLAmom TYPE j, WOOD RUCK TYPE 'l
INSTALLATION lYPF V WOOD RUCK TYPF-=
c3 9
MKTER PRESSURE TREATED
MATER PRESSURE TREATED
z
TYPICAL INSTALLATION DETAJ
ON ALL FOUR SIDEVUSING WOO
TYPICAL INSTALLATIQN DETAI
ON ALL FOUR SIDES/USING WOO
ATTACHMENT
METAL STRUCTURES
0 tr 39
0
J-d
1/8- MN.
TYPICAL AN H—
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
Am SEE SHEET
TYPKAL ANCHORS
/—SEE ELFV. FOR SPACING
SEE R SPACING
FO
S �i�" FOR
SEE Mir 6 FOR DESCRIPTION
IrT
o
t3 3:;
6 FOR DESCRVnDN
SEE SKEET 6 FOR DESCR(PrnON
1 3/8'
+
3
14
2. 71V
4 BUCK INSTALLATION BY OTHERS
F,4
I' MIN
BUCK INSTALLATION BY OTHERS
ATTACHMENT 7
APPROVED MULLIONS
INSTALLATION TYPE W WOOD 13UCK TYPE V INS7 N TYPE W WOOD BUCK TYPE
MATERIA PRESSURE TREATED mm PRESSURE TREATED
.5
TYPICAL INSTALLATION Dun TYPICAL INSTALLATION DETAI
ON ALL UR SIDEVUSING WOOD
ON ALL FOUR SIDES/USING WOO EnIp,. JAVAD AHMAD
CIVIL PRODUCT RF.ViSHD
FL4, PE 70592 .� .1,114yiag iviih Ow Vimido
CAN. 538
Building Code -051%.
Am imm 0
cp
jW98-10
WOOD BUCKS NOT BY CGI CORP., MU By
ST SUSTAIN Mji Wk 01M.&C C-m
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 015
I
THEM TO THE BUILDING STRUCTURE.
PERFORMANCE VALUES OF INSTALLATION ANCHORS
REFER M SHEET 5 FUR DErAtLS
WINDOW DIMS.
ANCHORS W/O
SHEAR CUP
ANCHORS WITH
SHEAR CUP
AT 17" D.C.
AT 10' D.C.
AT 17- D.C.
AT 10' O.C.
'MOTH
HEIGHT
EXT.(+)/iNT.(-)
ExT.(+)/tmr.(-
EKT.(+)/INT.(-)
E)TT.(+)/jNr.(7)
20"
2V
28'
30"
J2,
jr
40"
42"
3v
195.0
195�0
154.8
19510
195.0
195,0
TV
129.0
177.0
110.6
147.4
103.2
! 37.6
1611.8
195.0
96.8
I.o-
150.0
IS5.0
86.0
114.7
- M.0
180.0
77.4_
1012
12a.6
171.4
73.7
911.3
2V
24*
28"
30*
32
36:
40*
42'
42"
195.0
195.0
132.7
176.9
192.9
195.0
110.6
147A
165.3
195.0
94.8
2�A
154.3
195.0
88.5
1 '7.9
144.6
192.9
62.9
11 D.6
128.6
171.4
73.7
- 98.3
115.7
154.3
60.3
0115
11Om2
146.9
63.2
84.2
20-
24'
28'
.30
32'
36"
42"
1.
119600
195.0
154.8
1 gTs-
195.0
195.0
129.0
101.3
1919
195.0
110.6
1 112
180.0
185.0
103.2
129.0
168.8
195.0
96.8
120.9
150.0
187.5
86.0
107.5
135.0
16&8
77.4
ma
i 2sie
16047
73.7
92.1
20'
24'
W.
30
32
36:
42*
54"
195.0
195.0
137.6
195.0
195.0
114.7
172.0
105.0
98.3
147.4
195.0
91.7
137.6
19500
8500
129.0
195.0
76.4
11 C7
180.0
68.8
103.2
17t.4
65.5
9113
lo
24'
30,
32'
36'
40'
42"
60,
195.0
195.0
123.8
185,8
lao.0
105.0
103.2
i5ka
154.3
195.0
88.5
132.7
144.0
195.0
SZE
123.8
135.0
--
195.0
77.4
Ile.i
�2-0-.O
18-0.0
saa
103.2
105.0
182.0
61.9
92.9
102.9
154.3
59.0
83.5
ZV
28*
30"
32'
ar
40'
66,
1195.0
195.0
195,0--
193.0
195.0
117,3
164.2
175.3
195.0
1GO.5
140.7
163.0
195.0
93.8
131.3
153.4
195.0
88.0
123.1
13G.4
190.9
78.2
109.5
122.7
171.8
70.4
98.5
20'
24'
28'
30'
32"
35'
1.
195.0
195.0
129.0
190.8
187.5
195.0
107.5
ISMS
160.7
195.0
9211
129.0
150.0
105.0
86.0
120.4
140.6
195.0
$0.6
112.9
125.0
175.0
71.7
100.3
PERFORMA14CE VALUES OF INSTALLA71ON ANCHORS
REFER TO SHEET 5 FOR DETAILS
WINDOW DIMS.
ANCHORS W/O SHEAR CUP
ANCHORS WffH SHEAR CUP
AT 17" O.C.
AT 10" D.C._.
AT 111" D.C.
AT 10" O.C.
ROTH
HEIGHT
EXT.(4)/iMr.(-)
DCr.(+)/INT.(-)
iF-(4)/INT.(-)
Eta-wlm-F
32"
36-
76.
133.2
ID5.0
76.4
122.2
'11814
169.5
67.9
1081-
20'
24'
2r
3v
327
1.
195.0
193.0
119.1
190.5
173.1
19500
99.2
158.5
148.4
195.0
115.1
136.1
135.5
195.0
79.4
127.0
129.8
19500
74.4
119.1
zo'
21e
28'
327
-4-
T
195.0
195.0
M-7
1::'0
19510
i95io
.9
16513
195.0
scs
142,2
54.3
195.0
58.5
132.7
ANCHORS W/9 SHEAR
PERFORMANCE VALUES OF INSTALLATION ANCHORS
REFER To SHEET 5 FOR DETAILS
-WINDOW DIMS.
ANCHORS W/O SHEAR CUP
ANCHORS WrM SPEAR Clip
AT 17" D.C.
AT 10" D.C.
AT 17' D.C.
AT 10" O.C.
WDTH
HE30HT
EXT.(+)/INT.(-)
EXT.(+)ANT.(-)
EXT.(+)/LNT.(-)
EXr.(+),ANr.(-5
19-1/8-
26-1/2'
37'
1.
195.0
195.0
149.4
195.0
195.0
195.0
107.8
161.8
195.0
195.0
115.9
19-1/8,
28-1/2'
37*
38-3/8'
195.0
195.0
_77.2
151.9
195.0
91.2
195.0
109.6
146.1
136.9
182.6
786
104.7
19-1/8,
26-1/2-
378
50-5/8-
1910
195.0
153.5
191.9
193*2
i9560
110.8
138.5
135.4
173.0
79J
99.2
19-1/8-
26-1/2-
37'
42"
63"
195.0
195.0
7232
193.0
165-3
f95.0
8960
1558
1111.2
0466
63.8
171�6
98.0
171.4
562
L8, 3
10-11ir
26-Y2"
37
74-1/4'
19560
195.
S&.
4
5. 2
14.11
1,.
88, " 1
67.6
jnm_j
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
114" QIA- KWIK-CQN 11 BY 'HILTI (FU-163 KSI. FY-157 KSQ
1/4" DIA. LILTRACON BY 'ELC (FU-177 KSI, FY-155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EM13ED INTO CONC. OR MASONRY
414 SMS OR SELF DRILLING SCREW (GRADE 2 CRS)
INTO MIAMII-DADE COUNTY APPROVED MULLIONS (MIN. THK. .090')
INTO METAL STRUCTURES
ANCHORS WrM SHEAR CII STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.)
ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO C NCRETE D MASONRY----2--T/2-MIN,
INTO WOOD STRUCTURE = I" MIN.
INTO METAL STRUCTURE = 3/4- MIN.
CONCRETE AT HEAD, SILL OR JAMBS; Vc - 3000 PSI MIN.
C-90 HOULOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN.
E�qn JAVAD MiMAD
CML PRODUCr REVISED
FLA. PE 70592
CAN. 530 w complyi.8 with the plaTids
Buildi"" co4c
A"!PL-. N. 15-OS3,2- 19
Expua fail 13'1�1!0�,
P
Ely
p
Pd. awl
nl� ?7 11 Cli v
it
0
0
11
19. 9
VA,
I 1 21 0
m 14
:vi Z
0 Lj
Ow
fw-
V)
rc"
N;;
0 iq
00-
c-, I
drOwIng no.
W98-1 oc
PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATION ANCHORS
24'
28*
30 1.
1.
1.
42'
2D'
24'
W.
32'
36'
40"
42w
20
21:
28'
48'
32,
36W
40"
20'
24'
M.
30: 54"
.32
42"
20"
1.
26'
30
32'
36,
1.
42-
20w
21V
28'
1. 65,
32,
36,
PERFORMANCE VALUES
OF ALUMINUM BUCK
INSTALLATION ANCHORS
NDOW DIMS. I -T
28'
76'
2e
1. 79-
30.
PERFORMANCE VALUES
OF ALUMINUM BUCX
INSTALLATION ANCHORS
WINDOW DIMS.
EXr.(+)
INT.(-)
----
WIDTH
HEIGHT
T-
19-1/8,
26-1/2"
37:
42
26-
110.0
105.0
110'0
195.0
110.0
184.2
110.0
152.4
26-1/2-
37'
42'
38-3/8'
110.0
195.0
110.0
172.6
110.0
I
L95.7
156.3
120.0
19-7/8-
26-1/2'
37.
42m
50-5/8'
110.D
195.0
110'a
154.7
94.0
i 20.0
89.8
120.0
Is-t/8'
28-1/2'
37.
42-
63
109.3
149.9
84.8
115.2
67.9
93.1
60.0
60.0
19-1/a'
26-1
74-1/4*
110.0
154.6
86.4
118.5
60.0
60.0
19-1/0.
26-1/0
37"
7r."
109.9
120.0
84.0
115.2
60.0
60.0
19-1/1.
26-1
L 37
1-
108.3
120.0
r.E27
113.4
_n
wo
60.0
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
A- JJA" DIA, KWIK-CON 11 BY 'HILTI'(Fu-l63KSl,Fy--I57KSq
DIRECTLY INTO CONC. OR MASONRY
1-1/4' MIN. EMBED INTO CONC. OR MASONRY
tj - I /,tDtk--Ul T R ' ' ' I 1 1-177 KSI, FY-155 KSQ
DIRECTLY INTO CONC. OR FILLED BLOCK
1-1/4* MIN. EMBED INTO CONCRETE
2-1/4' MIN. EMBED INTO GROUT FILLED BLbCKS
C - 414 SM (GRADE 2 CRS)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
TYPICAL EDGE DISTANCE
NTO CONCRETE AND MASONRY - 2-1/2" MIN.
NTO WOOD STRUCTURE - I" MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 20DO PS! MIN.
ALUMIN'UM 13UCK FRAMING DETAILS
REFER TO SHEErS 3 THRU 6 FOR WNDaW CAPACITIES
USE LOWER APPLICABLE VALUES.
4g
A
URI as
#14 SMS
AT B" FROM ENDS
17" D.C. MAX. AT JAMBS
K24!' D.C. MAX. AT HEAD/SILL
#14 SMS
AT.6' FROM ENDS
gn
/-17" O.C. MAX. AT JAMBS
24" D.C. I=. AT HEAD/SILL
0
I UF
I �tl
.
p
��i
JF
r-tllr-ii
a 3i
EHI I
AT 6' FROM ENDS AND
TYPICAL ANC
TYPICAL ANCHORS TYPE 'A' OR 'B' HORS TYPE 'C' LN [()�a
AT 6" FROM ENDS AND
2 1/2- WN 17: 0 - C. MAX. AT JAMBS 17' D.C. MAX. AT JAMBS
11 �T HEAD/SILL 11 MIN. 24- D.C. MA)X. AT HEAD/SILL
INSTALLATION TYPE '5 1 NSTALLATION *TYPE '6
29Y WOOD BUCK OR WOOD STRUCTURES
0
TYPICAL INSTALLATION DETAI
ON ALL FOUR SIDES/USINQ AWMINUM BUCK SYSTFM in,
. . W 'i 111-2
2,500
.845 -
-.065 2
01
.065-
1.125
562 1.436 Eng. JAVAD AHM PRODUCr REVISOD
CML
.125 .903 FIA PEUN2
CAN. Building
A111P11=11
ALUMINUM BUC OPTIONAL COVES . � Ilm DrA� 2DI a
6063-TS 6063-Ts y g no.
Product
IW98-1 nc
MIAM
=Aw
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Strect, Room 208'
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econom
CGI Windows & Doors, Inc.
10100 N. W. 25'h Street
Miami, Fl. 33172
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 the AHJ may immediately revoke, modifY� Or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series 11160 Sentinel" Aluminum Outswing glazed Doors w/wo Sidelites - LMI
APPROVAL DOCUMENT: Drawing NoW13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets I thru
of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 0 1-03-13 and last revised on AUG 05, 2015,
Signed and seated by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact
Limitations:
1. See Design Pressure ratings single and double doors in sheets 1 & 2 single sidelite in sheet 3 and door mullion
in sheet 4. For mulled unit lower design of door or sidelite or mij Ilion shall apply to the entire assembly.
2. See glazing option in sheet 5 and locking hardware options in sheet 9.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement; "Miami -Dade County Product Control Approved", 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. '
TE RAMATION 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 # 13-0226.06 consists of this page I and evidence pages E- 1 & E-2, as well as approval document
mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda, P.E.
MIAMIOADE COUNTY
�Ka"LIQUI ��,
NOA No. 14-1015.Od
Expiration Date: August 08,2018
Approval Date: August 13,2015
Page I
5-f urn AvcHrrECTS9 PA
AMtW11105
AAW3379
14 APPROVED 0 REVISE & RESUBMIT
0 APPROVED AS CORRECT ED f-1 REJECTED
This review ir. only for general cofformance with the design concept of the
prooct and general -ompliance V..'r-h the information aivan in the
documents. Correc5bris or comments made on -4�5 shop dravAngs during
this re%iivA, do not relieve tile rontfactor ff0m CO-MOEnC3 with the rquiire-
marlis e, !he plan-3 and -peeili - " '111 EL 'ot
ications. Approval Of 2 SPOffic itc 'tall r
ppuae 0 -
the i,,emjs acorn C P,
anprov;,A of an or,
iri�.Vds _cem�ly ol which -ted 21 the
IF
-3ses Of t?J
,s solety tothe labricatior, MG:
.0 Lh
job sila: inif fnuafl 111 SIWla arid pfccaduresof) 0DRStfuc-
the Wchniques, saqv.ences d for parf'Ofming all work
tio_
0 of all other trades: 0
n of lha vjOt
in.a.ta�szand:satisfac101 manner.
DATE: 'BY:
,9
MIAM
61AW."M
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Stree� Room 208*
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econamy
CGI Windows & Doors, Inc.
10100 N. W. 251 Street
Miami, Fl. 33172
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. lf this product or material fails to perform in the accepted
manner, the manffacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series '1160 Sentinel" Aluminum Outswing glazed Doors w1wo Sidelites - LAU
APPROVAL DOCUMENT: Drawing No.W13-01 Rey D, titled "Series 160 Sentinel Outswing Doors", sheets I thru
of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 0 1-03-13 and last revised on AUG 05, 2015,
Signed and seated by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE INTACT RATING: Large and Small Missile ]Impact
Limitations:
1. See Design Pressure ratings single and double doors in sheets 1 & 2 single sidelite in sheet 3 and door mullion
in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly.
2. See glazing option in sheet 5 and locking hardware options in sheet 9.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", 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 affiacting 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
expiTation 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 # 13-0226.06 consists of this page 1 and evidence pages E-1 & E-2, as well as approval document
mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda, P.E.
NOA No. 14-1015.04
MIAMDADECOUNTYM p7A 4�� ;:%Ia gr Expiration Date: August 08 2018
�FAVVMOMIJ� Approval Date: August 13:2015
'FILE L; VIM MY Page 1
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files below)
2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors"., sheets I thru of 11 of 11,
inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015,
signed and seated by Javad Ahmad, P.E.
B. TESTS (submitted under file #13-0226.06)
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(+50.0 PSF, sill S-I only)
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94
Along with manufacturer's parts and section drawing marked -up drawings of aluminum out W/
sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated
02/11/2013, signed and sealed by Henry Hatem, P.E.
2. 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 manufacturer's parts and section drawing marked -up drawings of aluminum sidelites,
issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample 43) dated 04/16/2015,
signed and sealed by Ramesh Patel, P.E
C. CALCULATIONS
1 . Anchor verification calculations and structural analysis, complying with FBC-2014 (51h
Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on
AUG 04, 2015, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02, -04 and -2009.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTMCATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their
"DuPont Sentry Glass 0 Interlayer", expiring on 0 1 / 14/17.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former
Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16.
3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former
Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on
12/11/18.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5h Edition) and letter of no financial interest.,
prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E.
2. Lab compliance and addendum letters, as part of the above referenced test reports.
G. OTHER
1 . This file NOA revises # 13-0226.06, expiring 08/08/18.
2. Test propo5als approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER.
Ishaq 1. Chanda, P.E.
Product Control Examiner
NOA No 14-1015.04
Expiration Date: August 08, 2018
Approval Date: August 13,2015
37-1/4-
72'
DOOR FRAME WIDTH
DOOR FRAME WIDTH
6" MAX.
2 ANCHORS
TYPE 'A' ' 'B' OR C.
:- SILL
TOR.M/6-
AT STILE ENOS
.3
SEE CHART FOR QUANTITY
HEAD/SILL
CORNERS
6
T
ACM
0
0
I I 1 1
13
2 ANCHORS
TYPE 'B'
AT STILE ENDS
TYPICAL ELEVATIO
( x )
DOORS LOAD CAPACITY - PSF
SINGLE DOORS (X)
LAM. or 1NSUIILUL
FRAME
I LEAF
I PRIME
EXT.(+)
INT.(-)
I
WIDTH
HEIGHT
I
-WID714
.37-1/4"1
35'
1 96'
1 80
-
1 80
Ing
log
xJL
S2
LOCK OPTIONS
SEE SHEET 9
_0
23 1/2" 'I\y
23 1/2'
.
8
D.L. OPO.
D.L. OPG.
4 ANCHORS
SURFACE APPLIED
TYPICAL ELEMIO
TYPE 'B'
AT STILE ENDS
FALSE MUNTINS
MAY BE USED
( xx )
DOORS LOAD CAPACITY - PSF
DOUBLE (mo
COOR DIMS.
LAM. or INSUL-LAM.
FRAMET—LEAF
—
FRAME
T-
Exr.(+)
1
I W.(-)
WIDTH
WIDTH
I HEIGHT
72"
35'--1
96'
1 80
1 80
NOTE:
VERIFY COMPUANCE WITH EGRESS LIMITATIONS WHERE REQUIRED.
NOTE
FLUSH BOLTS AND LOCKS MUST BE
ENGAGED TO HUD AND SILL DURING
PERIODS OF HURRICANE WARNING.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTIM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05—DEC-219
HEAD ANCHORS AT STILE ENDS
QUfANTrrY CHART
ANCHOR TYPE
SHIM
'A'
'B'
'C'
1/4-
4
3/8'
- 6
1/2'
7
—
?R0DUCtREVmEu,
vot The Florm
N-ld 5,0�t
mw
SERIES SENTINEL 160
ALUMINUM OUTSWING DOOR W/ SID
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS
WITH OR WITHOUT SIDELITES.
SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR.
SEE SHEET I FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAP
SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES.
SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY.
THE LOWEST VALUE FROM DOOR. SIDELITE OR MULLION CAPACITY
CHARTS WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
IBY OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE STRUCTURE
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO WE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEELPEIAL SCREWS, THAT COME INTO
R
CONTACT WITH OTHER DISSIMILAR MATERIALS HALL MEET THE REQUIREMENTS
OF CURRENT FLORIDA BLDG. CODE.
DOOR D.L.O. DIMS FLA. PE If 70592
D.L.O. HEIGHT = FRAME HEIGHT - 12.075"
D.L.O. WIDTH (X DOORS) FRAME WIDTH - 13.75"
D.L.O. WIDTH (XX DOORS) (FRAME WIDTH - 25)/2 15
DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IM
SHUITERS ARE NOT REQUIRED. f-I �+
0
r- 2
0
L
CYR 8
0 L<,<
0
0�
0
xc,4
V) �j r�-
04 V,
zz�
I� 5�
O�
0
drawing no.
W13-01
37-1/4- 72-
DOOR FRAME IMDTH DOOR FRAME MOTH
2 ANCHORS
6" MAX. 3. TYPE 'A'. 'S' OR 'C' 6' MAX, SEE CHART FOR QUANTOT
Ir- AT STILE ENDS HEAD/SfLL 3- 1. 1.
Hm/SILL CORNERS
CORNERS
'T
VE
A
�HORS
1.
AT STILE ENDS
..L. P.. 2 AN
TYPICAL ELMMON FOR 3 HINGE DOO
.(. X—)
6.
r
10
LOCK OPHONS
SEE SHEET 0-
0
==A
ACTIVE
9
I
6
2.3 1/2
r-Az
8
D,L, OPG,
4 ANCHORS �SURFACE
APPLIED
—TYPE 'Ev
FALSE MUNTINS
AT STILE ENDS
MAY BE USED
TYPICAL ELEVATION FOR 3 HINGE DOOR
( xx )
HEAD ANCHORS AT SM ENDS
Q`UANnTY CHART
ANCHOR TYPE
SHIM
IN
'B'
C.
1/4'
4-
4
4
3/8,
6
6
6
1/2'
7
7
to
0
P
IL
0
0 13
it M
L
U)
0
0
c'I
z 2��
Crowing no.
W13-01
DESIGN LOAD CAPACITY - PSF
SIDELITE
WIDTH
INCHES
SIDEUTE
FRAME ISTATIO
HEIGHT
NARY PAVEL (0)
(SEE NOTE BELOW)
INCHES
EXT.(+)
INT.(-)
24
30
33
36
37-1/8
39
42
114
80.0
80.0
80.0
80.0
'0
80.0
80.0
80.0
77.6
77.6
73.8
73.8
08.6
68.6
24
Jo
33
36
37-1/8
39
90
BO.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
73.8
73.8
24
30
33
36
37-1 /a
96
1
80.0
80.0
80.0
80.0
80.0
90.0
80.0
80.0
7.6977.6
TYPIC6L ELEVATION 1YPICAL ELEVATIO AT STILE AND
0 ) ( Ono MULLION ENDS
SIDELITE OPTIONS
SIDELITE D.L.O. DIMS
D.L.O. HEIGHT FRAME HEIGHT - 12.875'
D.L.O. WIDTH SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY
D.L.O. WIDTH SIDFLITE WIDTH - 4.875 SIDEUTE 10 DOOR ONLY
FOR QUANTITY
��'j
z
0
AD ANCHORS
: & MULLION ENDS
RTITY CHART
ANCHOR TYPE
B,
C.
4
4
6
7
SAME LOCATIONS
S SHOWN ON
� 2
PWDUCVREVISED
=".P"*7X Ilk The norift
I Imo vi
0 a
0 Lu
ao
N
jZ 2!
o
L,
drawing no.
W13-01
DESIGN LOAD CAPACITY - PSF
SIDEUTE
WIDTH
INCHES
DOOR
LEAF
VqDTH
INCHES
SIDEUTE
FRAME
HEIGHT
INCHES
SID=Z To Doolt MULUON
(SEE NOTE BELOW)
E-(+)
INT.(-)
24
30
33
3B
37-1/8
39
42
35
84
90.0
80.0
80.0
110.0
80.0
80.0 1
80.0
80.0
77.6
77.6
73wS
73.8
68.6
60.6
24
30
33
36
37-1/8
39
35
90
80.0
80.0
SO."
80.0
80.0
60.0
80.0
80.0
77.6
77.6
73.5
73.8
24
130
33
36
37-1/81
35
as
1
80.0
SD.O
0000
80.0
...0
8000
aO.O
77.6
77.6 1
0 @
SIDELITE TO DOOR
INSTRUCTIONS*
USE CHARTS AS FOLLOWS.
1. SELECT SINGLE OR DOUBLE DOORS CAPACfTy MOM
TABLES ON SHEEr 1.
2. SELECT LOWER OF SIDELITE TO DOOR MUILLION
CAPACITY FROM TABLE ABOVE.
3. LOWER VALUES FROM STEPS I OR 2 WILL APPLY
TO MRE SYSTEM.
DOOR DOOR DOOR DOOR
FRAME . SIOELUE SIDEUTE FRAME SIDEUTE FRAME SIDELITE_,FRAME
WIDTH iDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH
0/01
NO
(D
All
0
pul
MULLIONJ [ -X j '\.DOOR STILE
END ANCHORS xxO END ANCHORS
SEE SHEEr 3 SEE SHEEr I
All,
01
OX0 xOx
WIDTH
WIDTH
WIDTH
OXXO
z
Om
cy
Ri
ot
Ow
cj
In 3 s
PROD(icrREVISPI)
0 V)
in
piybg -11h ff. Fbdd,
ov
Zwkwi. NI!--aL1244-
0 A
,Rm
A
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
F
'5
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
2
Oc
AND FLORIDA BUILDING COMMISSION
DECLAR,ATORY STATEMENT OCA05-DEC-219
Eq. JAVAD AHMAD
CIVIL
FLA. PE S 70592
drawing no.
Wl 3-01
V ANN. GLASS
.075" Saflex CP With PET Core
By 'Eastman Chemical Ga.'
.090* Safi" Clear And Color Glass
By 'Eastman Chemical Co.'
.090" Kuraroy SentryGlas
By 'Kurcroy Americo, Inc.'
.090" Kuraray BuIccile PV13
By 'Kuraray America, Inc.'
ANN. GLASS
995
ago
Ir= 11 , 4
14
28 AT 1/4 POINTS
7/10" LAM. GLASS
HEAT STREN'D GLASS
.075" Sales CP With PET Core
By 'Eastman Chernical Co.'
.090a Sadlex Clear And Color Glass
By 'Eastman Cherni—I Cc.'
—WERLAYERS-
.090" Kurcray SentryGlas
By 'Kuroray America. Inc.'
.090' Xuraray Butucite PVB
By 'KUFaray America, Inc.'
3/16- HEhT STREN'D CLASS
SILICONE
DOW CORNING 995
FINING 899
,fDOW CO
\ � GE-120D
2! r=
14
I
41-
-
28 AT 1/4 POINTS
7/16" LAM. GLASS
GLAZING OPTIONS
3/16- TEMPERED GLASS
3/a' AIR SPACE
3/16- ANNEALED S
.07W Saflax CP With PET Core
By 'Eastman Chqrnical Co.'
.090' Sollex Clear And Color Glass
By 'Eastman Chemical Co.'
INTERLAYERS-
.090" Kuraray SantryGlos
By 'Kurcray America, Inc.'
.090* Kurcray Butacita PVB
By 'Kuraray America, Inc.'
31`16' HEAT STREN-D GLASS
S16COME PI
DOW CORNING 995
DOW CORNING 899 uk
GE-1200 Ai
Fo
14
n 1
11
XL EDGE SPACER
ST. STEEL BY 'CARDINAL!
OR
OUPASEAL BY 'OUANE)('
OR
SUPER SPACER BY 'QUANEW
2a AT 1/4 POINTS
I" OVERALL INSUL. LAM. GLASS
52015
14
I11 .1
all
C6 2
in
w Gg
0 �
(n
3: C4 to
0
J
L2
C) 0
drawing no.
W13-01
2BY WOOD BUCK
EDGE DIS7 TYPICAL ANCHORS EGGE DIST. /-lay WOOD BUCK OR
WOOD STRUCTURE METAL
SEE ELEVATIONS S70TE SHEET i (a
FO.R SPACING Nc SEE NOTE SHEET I STRUCTURE
EDGE DIST.
EDGE z
0
0. 02
0
W
S
E
00
E
D
N
4EDGE
2
7TYPICA%LANCH1,ORS
21 n
Is SEE ELEVATIONS
TYPICAL ANCHORS TYPICAL ANCHORS FOR SPACING
SEE ELEVATIONS SEE ELEVATIONS
FOR SPACING 'co) I <�
FOR SPACING
MLAM
I-DADE COUNTY APPROVED
CUP ED MULLION
SEE PSEPARATE NOA
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS H
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM jL
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
=lf
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
TYPE W- 1/4" DIA. ULTRACON, BY 'ELCO' (Fu-177 KSI, Fy-155 KSI)
MIN, LENGTH = 2-3/4" TYPICAL ANCiIORS U3
SEE ELEVATIONS m
o to a
INTO 20Y WOOD BUCKS OR WOOD STRUCTURES FOR SPACING 0 LLI
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) a � g
THRU 1 BY BUCKS INTO CONC. OR MASONRY
0 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) c'I
Ea M �:
m x o 1-1/4- MIN. EMBED INTO CONC. OR MASONRY (JAMBS) In
w -4 0 to
TYPE 'B'- 1/4" DIA. UILTRACON BY 'ELCO' (Fu-177 KS1, FY-155 KSI)
MIN. LENGTH = 2-3/4' .0
DIRECTLY INTO CONC. OR MASONRY 5 11�
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) Lo 8 5m
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMES)
F"DUCfREV19Fa
TYPE 'C'- 1/4" DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) ft� Willi flit md&
26 Cob
!NTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8') Aecf~ N. I y
NTO METAL STRUCTURES (HEAD/SILL/JAMBS) 9"t
STEEL : 1/8 . THIK. MIN. (Fy = 36 KSI MIN.) I... 1 8 i 8 8
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) c D 12
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 3.
TYPICAL EDGE DISTANC
NTO CONCRETE AND MASONRY = 2-1/2" MIN.
NTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = .3/4" MIN.
211
WOOD AT HEAD OR JAMBS SG 0.95 MIN. I. . .
PWW
hddbs I I u-
CONCRETE AT HEAD, SILL OR JAMBS Vc 3000 PSI MIN.
cn C-90 HOLLOW/FILUED BLOCK AT JAMES fm - 2000 PSI MIN.
E n9r: JAVAO
4
ANCHORS MAY BE HEX OR FLAT HEAD. 'E L 70592
zm .IN. all
Cf9T
GE SCS2000 SILICONE SEALANT.
CON* E J SEALANTS:
TYPICAL ANCHORS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 5 201!
EDGE DIST. SEE ELEVATIONS
FOR SPACING DOOR DETAILS]
4,lu
M
3/8- Wa. lr-rl�
3/8' MAX,
51�
SHIM
SHIM
9, WOOD BUCK
SEE NOTE SHEET 1
P
ACnVE IX0
.2
21
TYPICAL ANCHORS
SEE ELEV.
TYPICAL ANCHORS
FOR SPACING
a
SEE ELEV
ING
FOR SPACii(i
0
Ei
W
C�
PRODUC I REVISED
U)
0.0own Rb the roddis
25
.L. OPG.
bwdlm coo
METAL
EXTERIOR
STRUCTURE
LEAF WIDTH
3 POINT LOCK
\,WITH DEAD BOLT
DOOR FRAME WIDTH
SEE SHEET 9
rv* r cmbld
U)
CC
o
3/8- MAX.
ow
HIM-
3 /8" MAX
3 POINT LOCK
WITH DEAD BOLT
By Woo BUCK
F2 D
C'4
SHIk(
SEE SHEET 9
OR
o
13OLT
WOOD STRUCTURE
OR P
/-FLUSH
SEE NOTE SHEET 1
z U!
MASONRY.'..
-
ACTIVE LEAY
INACTIVE LEAF
o
24
16
TYPICAL ANCHORS '. :
SEE ELEV
22
19
E
C.)
FOR SPAQN�-.A
kale==
L
TYPICAL ANCHORS
D.L. OPQ.
SEE ELEV.
FOR SPACING
UP,
19
D.L. OPG.
EXTERIOR
LEAF WIDTH
LEAF WIDTH
DOOR FRAME WIDTH
-4
o..
Engr: JAVAD AKMAD
CML
FIA. PE 1 70592
CANI, 3538
4
0.
0 6 7015
; 1 1
DOOR DETAILS�
Csh.-t -7-f 11
", -1
10
9
0
FOR �PAOINC
9
: 1. -
.CONCR9T,E
EDGE DIST. TYPICAL ANCHORS
SEE ELEVATIONS
VFOR SPACING
NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8"
I SIDELITE DE
FLA. PEf 70592
2.01.9
EVISIED
'Ift ft Flft
D.
0
cyW
01<g
0
Iwo
in
3:: C4
0 �iv)
J
0 0
drawing no.
W1 3-01
T ..i--pmwo
7—
L4
ca
V
SIRE SeMNEL 160 ALUM OUTSMNG DOM (LM.L/S.M
CGI WINDOWS dc DOORS
10100 N.W. 25TH STREET
MIAMI, FL. 33172
TEL (305) 593-6590 FAX. (305) 593-6592
I'
ALe-FAROOQ CORPO ION �a
f
ENGINEEFtS & PRODUCr DEVELMIEW
1235 S.W. S7 AVE
MAW, MORIDA33174
TEL C305) 264-8,WO FAX (a
G
m
0
m T-
0
i7
m
W
m
6'
U)
o
rn 0
-n IF I r- m 1 141
0
CD
rn
m
-b CRI X
ca
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lij
r saMEL 160 AUJM OUMMOG DOOR (LUI/S.ILUL) AL-FARGOQ COIRPORATION a
escnp 0 ENGINEERS&PRO =DEVELOPMENT
. pm R PC�EM 1235S.W..87
CGI WINDOWS & DOORS AVE
R—.2914 2114Z 10100 N.W 25TH STREEr MIAMI, FLORIDA SS174
MIAMI, FL 33172 —6592 2624S978
'Fa 70 —&15 �3-6590 FAX (305) 593 MN=. i
L"w
ASSEMBLY FASTENERS M HE INSTALLED
PRIOR TO JOINING MATING JAMBS
&01
HOLE CAP---,�
MATING 4WEI
FASTENERS]
SEE SHEET 8
FOR DETAML
DOOR ERA— CCIRNE
LEAF Top & BOTTOM CORN
HOLE
SIDELITE MAW JAMB CORNE
TOP & BOTrO
=q N
H 0
Cq
La C'l
im �;j
Z- zi2 W
a D
droWing no.
wi 3-01
MIAMI- ML4,MI-DADE COUNTY
W411111 I PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.mlamidad�.Lrov/eeonomy.
CGI Windows and Doors, Inc.
10100 NW 2511 Street
Miami, FL 33172
SiCOPE:.
This' NOA is being issued under the applicable rules and YegUlations governing the use of conftruction
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 the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or materiAl fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRITTION: Series "CGI Heavy Duty" Clipped Extruded Aluminum Tube MuHion — L.M.I.
APPROVAL DOCUMENT: Drawing No. 7300JR, titled "Heavy. Duty Clipped Aluminum Tube
Mullions", sheets 1 through 25 of 25, prepared by manufaeturer, dated 08/29/11, with revision B, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with
the Notice of Acceptance number and approval date by the Miami -Dade 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 iny portion of the NCIA 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 consists of this page I and evidence pages E- I and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0218.04
Expiration Date: May 26,2021
Approval Date: April 21,2016
Page I
RANDALL L STOFFT AF1p'jH1TE'%?&..pB% PJL
AFA01 1105
AMW3379
APPROVED n REVISE& RESUBMIT
APPROVED As CORRECTED 0 REJECTED
This review's only for general conformance With the design concept of the
proj�ct and general compliance vilth the information given In the contract
documents. Corrections or commBris made on t)a shop drawings during
this revive., do not relieve Me W"tr3otor from comp5ance %1,11' th the reclike-
meats of the 0 s and specirleStiOns- kyt�.Vcj e, F! Epecift item shall not
Con-
inclLde approv?i of an assembly of whidn
tractor is responsibie for. Dimensionsti be
job Ote; Information that plains s0181Y to 41-3
the nnu&ns, methods, techniques, sequences and
1; other trades: ad for per,"Wriing Eli w0d(
ato n of 1, h 8 W 0 1 k 0
nn' 0 .
05,11,01 r
MIAMF ML&MI-DADE COUNTY
=11 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strcet Room 208
BOARD AND CODE ADMINISTRATION DINISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.m1amidRd�.Lrov/ecoiiomy
CGI Windows and Doors, Inc.
10100 NW 25"1 Street
Miami, FL 33172
SCOPE:
ihis- NOA.is being issued under the applicable rules and 'regulations goveining the use of congtruction
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 ART (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
peiform. in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or materigl fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "CGI Heavy Duty" Clipped Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMEENT: Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube
Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B, signed and
scaled by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with
the Notice of Acceptance number and approval date by the Miami -Dade 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 hai 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 iny 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 consists of this page 1 and evidence pages E- I and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0218.04
Expiration Date: May 26,2021
Approval Date: April 21, 2016
Page 1
�'ILE COE
CGI Windows and D-oors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets
I through 25 of 25, dated 08/29/11, with revision B, 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
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 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 clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A- I thru. E- 1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural janalysis, complying with FBC-2010
and with FBC 511 Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and EconomicResources (RER).
E. MATERIAL CERTMCATIONS
1. None.
E-1
1P.E.
Man�il Per/z
Product Control Ekaifilner
NOA No. 16-0218.04
Expiration Date: May 26,2021
Approval Date: April 21,2016
CGI Windows and Doors, Inc.
NOTICE OF ACCEPTANCE: E VIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5111 Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
3.- Private Labeling Agreement document in conformance to Product Control guidelines
dated 02/15/16 signed by Mario Ferriucci 111.
G. OTHE RS
I . None.
E-2
Manu*el Pere3,".
Product Control Exk2.i�ybr
NOA No. 16-0218.04
ExpirstionDate: May26,2021
Approval Date: April 21,2016
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL.
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE —OPENING WIDTH FOR VERTICAL "L
C
MULLIONS
A -D.G.H:
SHEET82-3
SEE 13ETAILS
A
SHE
VE Tr.
MULL
LENGTH
,/SEEDPTAILS
A-D.G)i;
ORTZONTAL SHEETS 2-3
MULL
LENGTH HORIZONTAL
MULL —
LENGTH
GENERAL NOTES:
1) DETAILS SHOWN ARE FORTHE MULLION ONLY. ANCHORS SHOWN ARE INADDITION TOANYANCHORS REQUIRED FORTHE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUEAND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLERFORTHE BEST INSTALLATION METHOD. OPTIONAL IXOR2XWOOD BUCKS IF USED,
MUST BEANCHORED PROPERLYTO TRANSFERLOADS ANDARETO BEDESIGNED BYOTHERS.
ARCHES TO BE 2) THE TYPE AN D NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
INSCRIBED INSIDE HAVE BEEN TESTED AS 'FREE-FLOATINGAND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULUON CLIPS, BUT SHALL
RECTANGULAR NOT HAVE A GAP OF M ORE THAN 1/4' FROM THE CUP.
SHAPE
3) TH E ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEF LECT NO MORE THAN Ul 80. THE 113 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
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
SEE.- -
A.RZ' ONLY TWO ADJACENT UNITS AT A TIME WHEN USINGTHEDIESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
'"""I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
OPENING
HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
FOR
HORIZONTAL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS MUST
_SEEDETAILF�, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RfiISTANT
SHEET3 AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
FENESIRAT ON 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NONS
10
PRODUCTS IVAY
-BEOFANYTYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING
MUSTRE CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
MANUFACTURED CGI-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
BY Col.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE KVHZ-
111) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA.
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS.
MULL "PENI WIDTH-1 "ORL? MULLLENGTH--i
-LEN"
GNT
OPE ING
L HT
FOR
OPE 6 LL HOM mum
HEIGHT LENGTH MULL oov V—
LL OPE�WIDTH"
SINGLE MULLION SINGLE MULLJON FORVERTICALM LL
LL
OPENINGW.TH
FOR'VF ULL
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE I ABOVE.
STANDARDS USED:
e2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
*ANSIIAF&PA NDS-20`12 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL. ADM-2010
AISI-3100-07IS2-2010
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBSIM) 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 VAND LOADING IS 'RECTANGULAR7 OR `TRIANGULARITRAPEZOIDAV,
GENERAL NOTES . . ............... . i
INSTRUCTIONS ..................
ELEVATIONS . .. ................
MIJULTO2XW0OD.--.. 2
MULL TO 1X & MASONRY ........ 2
INSTALLATION NOTES.---- 2
MULL TO MASONRY ....... ........ 3
MULLTOSTEELSTUD ..... ..... -.-.a
MULL TO MULL ............. . . ... ...... 3
ANCHORSPECS
ALTERNATATE CLIPS .............. 4
BAY MULL INSTALLATION——— 4
1 X 2 X.125 MULL SPECS..____.6
I X 2 X.376 MULL SPECS.--... 6
I X 2.75 X.376 MULL SPECS 7
i X2.7 X.65 MULL SPECS.....__8
1 6)
X 3.126X.600 MULL SPECS..__.9
1 X 4 X.125 MULL SPECS.-..-..-..10
I X 4 X.376 TUBE MULL SPECS_ I I
iX4X.376 'r MULL SPECS.-_ III
1.25 X 3.188 X.265 MULL SPIECS_ 12
1.25 X 3.25 X.100 MULL SPECS-,.. 13
1.25 X &25 X.624 MULL SPECS.14
11.25 X 3.94 X.624 MULL SPECS- 15
2X4X.25MULLSPECS .......... 16
2 X 6 X.25 MULL SPECS.'----- 17
1.25 X 2.11 X.126 MULL SPEGS_ 18
3V X 3.25 BAY MULL SPECS...-- 19
45- X 3.25 BAY MULL SPECS ...... 20
MULLION S, CLIP DIMENSIONS_- 21-23
EXAMPLES I & 2 ......... .. ......... 24
LOADING EXAMPLES. ----------- 25
4) FIND THE CHOSEN MULLIONS MULLION CAPACITY "SiM FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING Flarld - Wdin
'�,7
THE MULLION TYPE. LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE 91 _
MULLION CAPACITY [LIMIFT-) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT "SIM) FOR THE OPENING OBTAINED IN UV��
LN .
STEP 1). d.pmwf
ET TO ATTAIN THE FULL MULLION CAPACITY. .. mi, P,
6) FROMTHE SAMETABLEUSED IN STEP 4) ABOVE, FIND THE VALUE INTHENEXTCOLUMN ANCHOR CAPACITY REQUIRED (LBS. THISVALUE
:. WINDLOAD TRANSFERRED TO THE SUBSTRATE BYTHEANCHORS AND MUSTBEM
6) FROM THE ANCHOR CAPACITY (LBSITABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDMON (MULTIPLE
...........
ANCHORISUBSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECTAN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR
CAPACITY IS MET.
No. 58705
7) IF THE MULUON CAPACITY (LBSiFr-I OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSfF FORTHE
OPENING, YOU MAY USE THE "ANCHOR CAPACffy ADJUSTMENT FORMULA- TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
`13
*SA)T
8) VERIFY THE DESIGN PRESSURE RATING (LBSIFT2) FOR THE FENESTRATION PRODUCT TO BE USEo AND COMPARE WITH THE FINAL MULLION
CO 4
0
x, CORNO...,
�&ACII,TY (LBSIFTI) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY F R THE ENTIRE MULLED FENE STRATION
. ........ X
�9. e� �,
.0 T ASSEMBLY.
NAX- ox
A. LY FAEOP.E.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
FL P.E.# 68705
DETAIL B:
DETAILk. ,—MULLION
MULLION TO 2X WOOD BUCK /-MUUUON MULLION ATTACHED TO I X F13UCK—WFUP TYP. ANCHOR
WOOD BUCK AND MASONRY AND PERSUBSTRATE
OR WOOD FRAMING ATTACHMENT SEESEETABLE8 H1_16a
(STANDARD CLIP SHOWN) BYOT E L—�
(OFFSET CLIP SHOWN) SEE r J� cq
MULLION Ell 1. J 1.0-61 .1
4
SEE SHEETS
21-M FOR Hm
LOCATIONS
EDGE
DISTANCE
FORWOOD
SCREWS
i�w MAX FOR
.4.
MIN 2.7 KSI
CONGRETEOR EDGE
DISTANCE.
SEESEETI
EDGE DISTANCE 113-159
FOR MASONRY
ANCHORS
SIDE VIEW
ALL MULLIONS
.4.
4.
-4
EXTERIOR
EDGE
DISTANCE
FOR
MASONRY
4.
j
4d
THEOFFSETCUPIS
RECOMMENDED FOR
ANrHOR3
EXTERIOR
WiNFIN-FRAMED
DOWS, BUT MAY
ALSOSEUSED FOR
OTHERFRAMETyprs
TYRANCHOR
IYP.... PER SUBSTRA
PER SUBSTRATE, SEE TABLES I
SEE TABLES 1B-16B EDGEEND
DISTANCE
SEE TABLES
EMBEDMENT BUCKSTRtP ls-lall
AND
ATTACHMENT
BYOTHERS,
SEE E
SET 1.
SIDE VIEW
FRONTVIEW
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 INTERIOR CLIP MAY BE USED.
3) AN CHOR HEAD TYPE MAY BE PANHEA% HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OFTIONAL. SEE DETAIL C, SHEET 3.
6) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 1/4"S.S. AGGREGATOR MASONRY ANCHORS.
TYP. ANCHOR
SUBSTRATE.
/SEETABLESIS-168
—I-
f� ATTACHMENT
13Y OTHERS.
EMS
SEE NOTE 1.
SHE" 1.
MIN 23 KSI CONCRETE OR CMU
FRONT VIEW
kYNN 41,
.......... 14,6, " '/ �'
'P
58705
jj
r 16
E F
'k'WLEX, P.E.
A L:�/ I %- r"'
FL P.E.# 58705
�4
DETAIL E:
MULLION TO MULLION
DETAIL C: .12SNIN. INTERSECTION NOTES:
M MULLION DIRECTLY ATTACHED TO (U-CLIP)
MASONRY STRUCTURE /-MULUON 1) MAY BE INSTALLED IN 'TEE' OR 'CROSS, 4
ULLION DIR
AS N xi
M N 0 INTERSECTIONS. 5! 9
F[(STANDARD CLIP SHOWN) V Iss 2) MAY BE INSTALLED HORIZONTALLY %we I
(SHOWN) OR VERTICALLY. Lo
TYP. ANCHOR 04
IEITHERTHE PIRSUBSTRATE. L 3) SEE U-CLIP DRAWINGS, SHEETS 21-23
STANDARD 89ETABLESIB-13B
OFFSET MULL TOP MEW FOR CORRESPONDING MULLJON.
CLIP MAY BE I EDGEDISTANCE /-MULLION
INSTALLED BY
N . Ii FOR MASONRY VARIES
7HISMETHOD ANCHORS IIIISTEELSCR.,
SFLF-DRILUNG OR PREQNLL LLI
MULUON AND USE SMS
ro
U)
MULLION z
EXTERIOR 0
EDGE DISTANCE THE OFFSET CLIP 19
FOR MASONRY RECOMMENDED
FIN -FRAMED ZINTERSEanON
ALSO BE USED FOR L
J� 8
OTHER FRAMElYPES. EXTEZOR w z
ANCHORS WINDOWS.BUTMAY U-CUP
TYP.ANCKOR .4 (L
ERSUBSTRATE. 2: cl,
SEE TABLES 113-136 _j 0 A -a
TYP.ANCHOR SEE SHEETS 21143 FOR 09
BUCKSTRIP PER SUBSTRATE, HOLIELOCATIONS 59 A —
AND SEETABLES113-1313 FRONTVIEW EDGE _j
NT DISTANCE
SESTABLES
SEE NOTE 1.
EDGE
E I. . - - A . � '.. , . . . -
SKEETI. co
0 STANCE
if 0:
UN 2.7 KSI CONCRETE OR CMU SEETABLES SIDE VIEW --) I
mN2.,rKsiCoNcRErEORCMU IB-130 10
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
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 INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD. HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3.
5) FOR MASONRY APPLICATIONS IN MAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO ilV S.S. AGGREGATOR MASONRY ANCHORS.
FRONTVIEW
EXTERIOR
SIDEVIEW
NOTES:
li FOR 2X WOOD -BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 621), FOR QUANTITY OF SCREWS.
PERSUBSTRATE,
SEE TAKES ID43B SEE WiEETS
21-M FOR
DISTANCE
F
SEE TABLES
No. 6a-105
7N F
TE F
"'S ...... 'e,
'570NN-
P.E.
A. LYNN
FL RES 5812L .... j
lc:�>
EXTERIOR
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
:EEDETAILSA-E.
HEETS 2 AND 3 FOR INSTALLATION
I-,/- TOSPECIRC SUBSTRATES.
CONDITIONS.
SIDE VIEW
SHOWN WITH 1* X V X.126'
MULLION
DETAIL G: DETAIL H:
ANGLE MULLION CLIP BAY MULLION INSTALLATION
(ANGLE CLIP) (ANGLE CLIP)
V: 0 0
0 0
0.,V"r.
TYP. ANCHOR
��PERSUBSTRATF4
SEETABLESISSOR11613
EXTERIOR
rXG'ANGLECLIP.
—2 PER MULLION END BE
/ INSTALLED INSME MOMAY MULL.
1�4
No k
E g
,,=ORTE.
"--rE RA N
SEETABLES IB-1413 INTOWOOD.
r5> STEEL. ALUM
INTOWOOD.STEEL. STANDARD CUPTOBE EXTERIOR OR MASONRY rXTERIOR
ALUK CMU OR MASONRY MODIFIED IN -FIELD.
EXTERIOR sloice
EDGED AppmVedutempWagwRIIIIII,
(D PER norldi Iddin
BAR.
69 (B INTOWOOD. STEEL. NIDAN
ALUM, CMU OR MAS NRY
EDGE
"am "ad
(9) DISTANCE By_
PER
ANCHOR
EDGE i , -
DISTANCE NOTES FOR INSTALLATION OPTION G & H: 0 V N N
PERANCHOR
10FENSIt
0 1) USE2ANGLECUPS PERMULLION END. CLIPS MUSTBE INSERTED INSIDE OF MULLION.
NOTES FOR INSTALLATION OPTIONS R TS 21-23 FOR HOLE 58705
2) DETAIL G: SEE TABLES 10-14B FOR ANCHOR QUANTITIES AND SHEE
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X Z1 V X.125' MULLION. LOCATIONS.
v
-13B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. r
2) SEE TABLES ID 3) DETAIL H: SEE TABLES 16B OR 169 FOR ANCHOR QUANTITIES AND SHEE 22FORHOLE
LOCATIONS.
3) THE 2X5 CUP IS NOT SUITABLE FOR THIS APPLICATION. 2^' FLOMV
..........
310NA\-
A "INNUM
L ltt�, P.E.
FL P.E.# 58705
Mullion Capacity Table Ubae)
Opening
50 in soln
dth(fbr caliVy �ewpeMviry
00 In
mulo-ns) c OnIng Height Vorhod parrirQ millons)
go in loDki 120 In 1401. 1win
2
Lwft
mqmv.
Uft
Rutting"
Lunding
Tmpmag.
LWAV
Rgwm
L-av
.p.
Loading
RKtanguer
Loaft
1W.'n1g-
m--Wur
Loaft
nWr-p.
L..ft
Ron r I
Wang
TniplWang.
L.4mg
L--ft
LUA
RectinglaW
LoadIng
mg.
W-ft
I
L.&D
Lw&v
i It x.125
Alum Tube
Mullion
A,
42 in
,,.a
4as
j2q.5
332
g&z I
4os
tis.5
m
70.9
408
10T.5
321
405
104.41
319
02.1
405
104.01
319
Nj;
1 408
104.0
319
48.8
408
104.0
$19
39.9
400
104.0
319
3&0
400
104.0
310
_jS -W
74.9
312
03.11
"a
258
10-4 1
312
1 73,41
252
US
312
57.0
248
40.0
312
6&2
246
41.0
312
a].%
244
37.5
312
51.0
244
11.2
312
GLO
2"
25.8
312
6J.0
244
2&4
312
81.0
244
50.625 in
no
281
70A
2J4
5&2
2al
51.5
228
45.6
281
55.7
224
39.9
281
52.1
222
315
251
50.1
220
M.9
28f
49.3
219
25A
281
49.3
1 219
2LO
251
0.3
219
1 210
2111
49.3
210
54 In
52.5
247
67.6
4&9
247
49.a
2W
37A
247
4CS
109
32.0
247
41.5
16!0!
20.2
247
39.4
194
20.3
247
38.4
193
IT_
2j.9
z4T
Bu
193
15.5
247
38.1
103
fdA
247
38.1
123
On In
WA
2110
r4l 2
17o
32.0
2DO
3L4
Joe
27A
2DO
31.5
103
24.0
200
2&0
1
21.3
200
M
27.1
IN
169
ig-2
200
25.0
167
10.0
200
2LO
168
N In
nj
It,
35.3
IN
121.0
1 Is,
=
112
2&-j
151
ZL9
140
2D.7
lot
24A
140
10,41
101
22A
144
10.6
181
21.7
143
6W8 In
I 22B.0
1603
30A
142
124.0
1 IN
26.1
139
20A
165
15.0
t10521.0
I-
72 b
222
IN
23.3
120
1 ILIS
1 139
IL9
111,
15,11
, 13.
F23.i
17.5
FIN
116
7a In
10.9
125
10.7
09
:E
'aa
75 in
11.5
Ila
I 1IL2
[Eq��F
I
I At$Lt I V An or Cavacitv
Table (Ibs)
11
But.
2.7k 0-rai.
3.6k Canc.
Ndw cmu
FEW=
PTvhw I
MINI
Aft@JIorCIIpP2ft0Ms
kzw T
02
31tIrElcoUll-on
11V Eka UArm.
fiFir Elto
Lit-
'Ile, Man uw�
IN' EW Uhman
I
lIV511 611*1
"...
VIVE111
....
11r Go 01*
S,Z)
4128.d
(05)
"' 1-)
012 SIM
BMW a 5)
Eta.,
1.
2-lir I
r 1
2-112'
341W
1.
2-11W
V
24W
r 1
3-111p
r
-
OAr
0.5C
0.3m
-7ZW--
1 44V
I -we I
i-X4' 1
144'
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1-1/4'
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2 Anuh- 0 4.76* VJ- "aft
390 105 1
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440 1b.
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Tw 1*
WA
IUA
MA
-TO-Ol-bs
WA
IbV
895 Ib.
-T12-0
4AMbM TIAMO.CUMMOAPP Ct I F 750 VA
4. �
Im r.
U-6
IV
1693 Its
540 ft
5601b.
_A
N/A
';.A
Im Me
652 ft
N5 IN
Ib-5
@0.4VUh0.QIUU%Int..I2V Akxn. Wt. 4y RIA
WA
WA
I WA
WA
WA
A
WA
WA
JAW
WA
WA
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Im IN
Mr.
1 225 IM
4451ba
".
13D ["
1401b.
177 ft
310 1�! __
107 b-
- -
332 [be
473 Me
-
170 Lba
-
-
221 1b.
-
mrA
2AndmQ1AV Nume
M
WA
1 NIA
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.
. WA
WO
PJA
WA
341 IN
I
FIGURE i: FIGURE 2.
110 1111 11
FIGURE 3:
1 0 r 0 0
ANGLE CLIP MUST BE USED IN PAIRS.
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) OFTHE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
ITY WHICH MAY BE USED TO QUAUFY
ADDITIONAL ANCHOR OPTIONS FROM THE
CHOR CAPACITY TABLE,
i) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEET$ 2-4 FOR GENERAL INSTALLATION METHODS,
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEErS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE ROLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CON FORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'
THICK. STEEL STUDS TO HE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.127THICK AND A36. ALL ANCHORS INTO M ETAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
TH E MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S.
\ . ........ .
wo
'16�910NM-
A� LY'41V Mla]4'. P.E.
FIL P.E.# 58705
Mullion Capacky Table Obefiel
OpenIng dth (krVerical"perd
60 In So in 70 in win
intsion0or0ponfrigHe
Doln
Int (for hodzonIB*spBnnIrI9
m1flons)
100 In
120 In
140 In
so in
I x 2 x.376
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Loading
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RectmWsT
Lowro
limprillun
Loft
ReL!W"GNvw I
711pniftno
L.-mv
ll-ww"
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Tm".V'
tAeft
ftd.Vular.
L-ft
Tmp7Mrg.
Lo-arg
Reftngtilu I
L--ft
Tmpffflaro
Loaft
AMum.Tuba
Mullion
I
I lifillill,
I I
I
I I
I III,
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111421111
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I a
I
11
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0
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151.31
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188.9
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682
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517
75.7
1 662
168.9
517
54.D
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517
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617
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419
101.4
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410
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=
07.6
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09.6
327
013.8
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601
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43.4
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=
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50.625 In
I 017
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114.6
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la4
1
74.1
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64.6
300
67.6
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=
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458
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1 356
43.2
458
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37.0
458
8110
356
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42.7
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61.8
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276
51.9
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44.5
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51 .2
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324
46.9
260
3,L8
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257'
31.1
324
42.0
255
23.0
324
405
253
22.2
324
40.5
253
10.5
324
40.5
253
63 In
53.8
204
07.4
44.8
30.4
241
3n&Q
2VSA4
1
237
AS
n4
V-1
234
2B.9
2H
=2
232
22.4
204
M.5
230
19.2
2H
U4
230
I&S
294
33A
A
230
06 In
48.8
265
49A
MG
3D.0
-22
33.4
26tS
fiL@5
221
!!.2
268
34.1
218
2&0
268
31.0
216
23.4
268
29.6
2t2
19.5
268
29.0
210
1&7
288
27.7
209
14.0
268
27.7
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200
I%.
In
3&0
226
1 37.0
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30.0
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322
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25.1
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20.4
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20.0
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2&6
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20.3
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12.0
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175
11.3
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19.6
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202
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177
25.6
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173
21.9
1 202
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iss
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23.0
192
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Table fibs)
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540 w
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1 350 110
A
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1 341 FA
1 44
NOTE: FOR THEO E SAME ANCHOR PAT ThMN Ar4U AijL;Hum VAUjES AST HE STANDARD CUP.
CAPACITY
.ANCHOR CAP
USE THIS FORMULA TO OBTAIN THEANCHOR
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 Yl ELD A MINIMUM ANCHOR
CAPACITY WHI CH MAY BE USED TO QUALIFY
ADDITIONALANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
FIGURE 1: FIGURE 2-' TABLE NlllES-.
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION MIETHODS.
FIGURE3'.
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE4'. FIGURE 6: FIGURE 6.
m . LL;:�
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR 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 ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 60113-TS AND BE A MINIMUM OF.125m
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.125"THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. 910 & #12 ANCHORS INTO WOOD MAY BE STEEL, IH S.S. OR 410 S.S.
---1 1.000-
2.0W D�
L.3716'
f
I" X 2"X.375* MULLION
LYNN 4f,
&
%rENSe
No. 56705
ujz
fe I. -
I R, P.E.
FL P.E. 58705
I At5Lr JM
Mullion Capacity Table (I
Opening dth (for vertical""Parlef
5014 So in 70 in soln
miftiona) or Opening Height
go In
(pfor hWcd *Vorclilg
mt9ons)
login
Ile In
1401.
Isoin
I x2.76x
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Laft
TmPrIlIftell.
twdng
ftactagtW
Loft
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Laving
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LO-ft
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T.Oftea.
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Ittgue.
Loaft
Trwfflwa.
LOMAS
.375 Alum,
Tube
Mullion
fill
I
42 In
1 TO.0
'20
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170.0
415
170,11
744
Me
478
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W"
508
170.01
992
170.0
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170.01
11111
170.0
621
170.01
1240
170.1)
521
14111.7
1301
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621
127.5
1301
170.0
621
111.5
1301
170.0
OZI
4a Ihn
170.0
708
I_
70.�
0
624
170.0
MO
`170.0
6841
IND
022
170.0
WO
170-01
1`133
170-01
Set
151.51
113MO 11
17MO
6
130.5
11391170.0
See 1113A
113a
170.0,
UO
07A
1139
1".0
ON
0&4
1139
W0.0
0&0
aws In
LISA
'41
41
iT10
593
170.0
1!
oil
167.8
IIW
170.0
GH
140.6
1032
110.01
M
130.5
1=
170.01
747
17
117A
1032
170.01
780
97.9
1032
170.0
756
83.9
1032
170.0
758
1 73.4
1032
170,0
750
64 In
170 0
re7
170.0
612
101.3
-0
Z.
-
l3a.2
Sol
164.7
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120.9
off 1162.51
720
107.5
Per
145.0
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7 .4
95.5
907
141.1
710
90.6
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140.0
700
80.1
907
140.0
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1 60.6
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140.0
709
-
90 In
141.11
J7
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161.5
023
117.6
735
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100.6
738
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05.2
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106.21
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733
09.5
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583
70.5
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06.1
578
1 60.8
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01.6
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91.8
674
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03 In
121.9
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01
517
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67.7
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03.9
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79.8
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525
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7aB
I
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BOB
715
521
33.1
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75.0
521
LOB
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112A
Be.,
96.1
511
75.7
Ber
601
66.2
OW
TTJ
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493
69.0
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6a
71.5
1
71.5
488
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510
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4
401
442
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33 .1
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73.0
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55.3
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64.3
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57.0
419
45.4
610
53.3
1
413
T44.0373
40,8
510
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so!
408
U.0
510
45.9
402
292
1 510
44A
399
25.5
510
44.3
309 1
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455
7L5
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aya
45S
61.7
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40LO
458
54.1
385
43A
456
40.0
37a
wo
45a
.
"
34.7
_
455
41. a
_
393
_!!.g
450
77
352
24'a
455
30.0
M
21.7
450
M7
35
75 In
_!
047
435
07.0
3511
53.5
435
55.5
373
45.9
435
49.5
3811
40.1
435
44.7
380
35.7
433
0.
40.0
3N
32.1
435
33.1
351
SILO
435
34.4
344
2LO
435
32.0
341
20.1
435
32.2
340
1.
n
41.5
327
43.1
290
34.6
327
35.4
-
-
22.
-
31-..
23.2
321
25.7
Ii.
271
20.9
17.4
Wr
327
21.0
14.9
327
10.3
258
p9_0
9D In
26T
20.1
207
29.9
M
24.6
240
21.6
111
287
20.9
240
17.2
2117
19.3
237
14.4
287
I FOB -b-
in
205
2D.2
22T
2*41
211
t7.3
&a
lga�
10.0
105
III In
191
15.9
1& a
a
120 In
TABLE 313 Are
or Capacitv
Table (lbal I
2lkC..d.-
3.5k CM I
110-cmu
FDIdCMU I
'd CMU
PTWood
meta
WIrFJO
W81121-"
91111"1
.12 111.
AnctffTYW.
31111' Etc 1111mo.
Uft=
DUlIncen
114* Eko Ulawn 1111r,181216
Agofti.
11aam;n,
AgpGlIar
S._(G5ijdI2G.
S.nnv(G5)
B.-(G5)
Ainchor Clip Petioles
-W-M.M. (Ink
2.1427
irz
I- I
var
I r
3-118*
r
0.4r
oW
0*324a
Embldetnt (14
1-314'
1
1.
1-114-
1 MW
1 1414'
iwuc
§7
m4r
I-va-
2AncbWG4Jb"MJ-.0. )SWdanlar011od 1j,
"l
jww
V.
M In
1644 M5
1 270 Rd
=ft
354 Ift 1
140 w
JF4=
-1-
945M
341 Ib.
442 ft
560 Lba
Shnlftd (W Often
4 Anchm 0 1.15- MO. 0.5-1 -, R 21
AWIN
NIA
WA
1
A
-
1120 to
I �1215A In! !!
Too FA
1560lbs
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5 lb$
1120 1b3
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NIA
A
I 715ra
1 I
19514
low
I 2231be
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02
i 77 n.
1 370 Ws
181 Ibs
-
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I 421M
170 IN
1 221 The
I 2501M
2Anch=Qi.IV WZ___
WA
IVA
NIA
I NIA
I WA
I WA
UA'
341 Ws
I 4421bo
1 560 bs
U�Aul I I
-ANCHORCAP.-
USE THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQUIREWCORRESPONDINGTOAN
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
ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
NOTE: FOR THE OFFSET CLIP, U5h THL: bMt: MU11UM I-M I CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET Z4.
FIGURE 1: FIGURE 2: TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS,
FIGURE&
r 71-97 =0
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE 4.1 FIGURE 5: FIGURE 6:
M U-0-1 FF;��
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 21-2&
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 ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.12W
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045M THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEASTA26'THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR410 S.S.
2.750' a3715'
V X 2.79' X.375MULLION
-fig,
No,58705
6 /1 x1j f
E I
R
"01
I R, P ' E.
FL P.E. 68705
Mullion Capacity Table Pbaffl)
opening dth ForvertIca*sparrif
Indians) or Opening H
ht (for horborta*sPwInfro Intillons)
50 in
00 In
70 In
80 in
90 In
I Do in
I in
14 1.
10DIn
ixzTax
RaWWw
neprulam
Lcaft
Ractingtiff
Lomfing
Trqfflsn
Loft
Realffigidu
1.0-ft
ThVinlang
Luft
RKWWN
L=cIna
TmMna.
Lo-ft
RKtmWu I
L..av
TnWm-v-
Lcaft
ar
L.'all
TkWnfong-
Loam
Le&Q
Thpinimog.
upft
ul"Ing
Tmpffftv
1.0909
Rm"'
Lowngu
TWM-ng.
Lamm
.660 Alum
Tube
Mullion
ul
11
if
I I
I
I !
ull
11
.1
1
11
1
11
11
42 in
l7a.al
M 1170.0
435
170.0
744
I=
478
170.0
M
170.01
500
170-01
992
170.0
510
170-01
1115
170.0
521
VO-01
1240
IT&O
621
V0.0
1465
1170.01
521 1150.7
1020
1170.0 1
521
1138.0
1520
170-01
521 1
Otn
170,0
170.01
718
708 1
17 0
TMA
M
170.0
&JO
17ILD
5U
t70.0
092
U0.0
WO
In.0
JIM
170.0
01
ITU
1275
170.0
OU
170.0
1417
f70.0
030
1413
417
!
70.0
i
WO
121.
!
17
:1
70.0
!70.0
NO
108.3
IC7
170,0
coo
In
170.0
747 1170.0
-
170.0
age
170.0
631
110.0
1048 1
171XO
654
170.0
1195,170.01
723
162A
1268
1170.1)
747
-
1482
1280 1170.01
750
f2l.9
12M
170.0
768
1104:..
! 88
1
TFA
InA
280
0.0
7w
541a
J?0jD
791
17 0 a
U0.0
612
12
170.0
VA
170.0
"1
170.0
Ilia
178.0
754
150.7
111* 1170.0
OW
133.9
11301
V0.0
07
120.6
1130
170.0
1 ON
IOU
1130
170.0
861
1 811.1
1130
170.01
681
1 75.3
IISD
170.01
501 1
80 In
170.0
US
170.0
0
7al
701
140A
015
I=
761
U&S
CIS
144.5
746
JO9L0
915
1 In$
735
07.6
015
112&0
iT
ar.9
gj5
im
r2o
7&2
015
114.4
7%
62.8
016
114.41
715
154.9
915
114A
1 715
83 in
161.0
Ma
lel.g
"a
710
125.6
830
133.9
B94
J0&5
M
1232
6111
OLD
Mo
1112.2
GTO
84A
NO
1104.0
m
75.9
100
-3al
-4
W4
650
03.3
03D
64.5
040
54.2
ON
94.1
049
47.4
00
04.1
549
Be in
13zl
757
mox
aso
tio.0
757
110A
ms
�757
JOLO
024
Me
757
1 08.1
014
714
767
89.1
NO
$0.0
In
80
500
M0
757
70.0
603
47.2
767
7&2
591
41.3
767
78.2
1&1
72 In
101.7,
We
100.0
552
114.0
L35
91-0
NA
630
72.2
52t
50.5
ON
05.5
514
50.9
No
02.3
505
42A
ON
67.2
SM
30.3
M
K3
497
31.8
GOO
2
7
78 In
WS
11n
571
GOA_
Do
7ZI
671
70A
48a
.
a r
Tf
67A
479
54.1
571
60.0
471
4&0
571
55.5
484
43.2
J
571
51.6
-
-
452
0
3&0
671
47.0
451
30.0
571
44.0
447
27.0
$71
44.5
446.
7a In
A
_L28_
f4
65.7
542
70.0
405
57.1
542
02.1
450
50.0
542
5&7
440
44.4
542
51.0
4412
40.0
542
47.5
417
437
3
333
542
43.9
420
20.0
542
40.0
425
25.0
542
40.1
423
90 111
.7
361
43A
407
45.4
355
372
4ar
3ILS
349
32.6
407
354
343
28.0
407
32.1
336
21LO
407
29A
3M
21.7
401
26.1
327
MG -
401
24.1
322
16.3
2U
310
go In
42.0
Me
44*1
120
MA
10
11
*14
1"
2LO
358
2a.0
304
23.6
358
300
-.5
Ma
24.0
n$
17.0
M
21.0
269
15.3
358
10.2
10111n
30.1
ZI3
30.0
M
25.1
2U
1221.
lU
283
19.0
244
16.7
za
1&0
240
15.1
.7
III In
.3
242
21 I
25T
2&8
J9.8
Z7
17.3
W
T5.4
n7
f2.0
2oo
1&3
229
Me
205
15.7
2A
15.2
202
AMn
orCepaeltv
Table Ohs)
2.7k O-We
MW Om
Hce-CFAU
FIWCNU
PTVbW
mtld
AnohorCgpPadems
A.dmT0.
3116- EWUIL--
I
1W Mo utmm
5010' Ro
UhIgm
YIrEMoUtmo
IfIr Elco W V.
114m8SVIca
ftweGft
5111rElco
uumm
I?V 88 Ek,
AgamOdWo
4108te.]
Sew (o5j
9125tml
Sew (GS)
912 SleW
6- (135) -
2-ur
v
I 2-Ire
3-IW
V
2-lrr
V
1 2-117
r
3-IM
r
0.4r
0.64'
a,=.
EMbedInol ft
1,V4'
lV4-
I-3W
1 I-N-
7
1414'
1414-
1-114-
1 1-114-
14M
1410
r
1-W
14V
-IIS
--
2AnM=@4.7rmuLo.E7stvftduoftct
39010
mms
BRIM
IW-
ztu =
-
280 HIS
I W4 RIB
1 740 rA
374 IN
W4 Ito
ode W.
341 It.
--
442 Up
MGM
4 Amh= 0 1.16- Mh O.C. I St-d-d W ON" % Olt IN
451) Me
rm 1b.
W�A
WA
WA
WA
300 1 bs
NIA
NIA
WA
IVA
WA
Gm lbs
1120 ma
4 Anchm 0 7 Mh O-Cm 1 (2) Z15 Ar*O UP I VIP- 4;
159 m
I.Rm
aa
1 6501.
1500 Do
legam
540 in
55DIbo
IVA
ft
748 WI
sam 1b.
S92M
082 Me
1 f20 to
-2 Amnon; 0 OAV Mh 0.0. 1 UtnP. In2V
WA
X39.0-4
W A
W A:
_
1 WA
NI/A
IUA
WA
WA
WA
WA
715 be
I FZ (Fla. 5k
ID5ft
JWA
De
, 35 �_
140 Be
I
We _
473 lbs
IN 116
22104
280 Ita
2A.hm G
. .
W A
I.
I
WA
WA
I NIA
I WA
1 341 M
I
NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES n;s Tkir 8 [ANDARD "it,- Q--DCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
(WAN2HORR =ANCHORCAP.-
(OP-) X ULUO
USE THIS FORMULA TO OBTAIN THE"ANCHOR
CAPACITY REQUIREWCORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
0 ENING, 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.
FIGUREl: FIGURE 2, ----- TABLE NOTES:
01 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
FIGURE 3,
1 0 0 0 1
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4. FIGURE 5: FIGURE 6:
ml, 11-11 0 1 1111 0
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
14OLES 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 ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PIN E WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-TS AND BE A MINIMUM OFA 2W
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045THICK (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 010 & 012 ANCHORS INTO WOOD MAY BE STEEL, 1 " S.S, OR 410 S.S.
I'X2.75'X.65W MULLION
19 1
0
v
Z: 'y� NO. DOI
If �Y16 wq
E
"LOR0
Witk, P.E.
X LVNN Ml��
FL P.E.0 58705
Mullion Capitally Ubla Pbwl)
opening dth (for Mca"perningmufflons)or0paning
H
M (for ho rg mullions)
Ita In
60 In
"In
80 In
00 In
twin
120 In
140(n
16DIn
V x 3.125" x
RwAKOW I
t-aft
Trepriling
tuft
PAcWW.
Loaaa
TMPOW9.
0
Rechoplar
Laft
TrwmmV.
1"Ang
Rwt&VJw
Los"
Traonls*
Laeft
RntanWilar
L.-ft
TWTdwg.
1.01dild
Rectingtiv
Loadrig
TM911109.
Loat"
TrWTdvV.
Uldno
R-WQ*r
Loaft
TWprM2r4.
W�dnq
RK a
LU*g
Tisont.g.
T'* n
L
Loaft
.500- Alum
Tubs Mull
I 1
1
off
I
I
42 In
170.0
620
V0.01
435
V0.01
744
L70-0
17SMS
170.01
521
164A
18M
117
170.0
01
4a in
170.0
703
170.0
524
IMO I
a5a
vo.o
5e4
i7oo
m
vo.o
wo
17oo
Jim
vo.o
Sol
170.0
'a
IM
1710.01
677
110.0
141-1
iMO 1
00
157.7
1577
170.0
M
135.1
1!
1577
170-01
en
110.2
15U
a
170.0
M
50 in
170.0 1
747
170.0
50
170.01
ON 1170.0
831
170.0
IOMW
170.0
04
170.01
JIBS
1170.0
723
170.0
I a
1 UW5
170.01
747
1704
1494
1-10.01
TO
141.7
1495
170.0
M
121.5
f495
1-10.0
768
lo"
1405
Joo
Voo
750
Min 1170.01
7V
170.0
8t2
110.01
ON 1
170.0
M
170.0
Too
1 Ila
i7o.o
7s4
170.0
1276
l7ou
Ow
1
16&1
I
14M
170.01
837
"o-0
001n
17MO I
W
170.0
701
170.0
iOn
17U
707
--a
168.6
Jt55
00.0
M
1303
1160
107.0
M
12&3
1160
ide.5
I Qi7
111.0
1150
14IL7
010
9Z5
lilill
140
003
79.3
1150
144.5
M
eM
it$$
144.6
M
Mtn
l7al
930
170.0
745
159.8
1049
VOLO
MWO
r131..0
137.0
1049
155,5
M
1119.13
1049
141.7
W
105.5
1049
132-01
am
q5.9
1049
t2s.6
na
T9.9
im
19.3
a2a
65.5
1049
'a.
liD.9
510
59A
106
115.9
519
as in
I Joa.a
OW
17D.0
789
13U
I W
1151.3
ON
JIM
V,6
133.7
788
104.2
ON
121A
M
9M
956
112.01
765
MA
055
100.4
757
0.6
955
Me
740
99.0
955
2&7
745
52.1
255
.L7
90.7
740
72 In
1125.51
603
1134.0
897
ioTo
I w3
I im.o
an
oi.e
aw
inm
are
80.3
03
IH12
VA
71A
am
SLO
549
64.2
am
7a.e
a42
as.s
am
722
02
45.9
803
018
an
40.J
803
aw
69.7
ae . 7
M7
To In
10911
721
1114.1
I
01.0
1 721
191.0
518
7&0
721
05.1
003
08.3
W
7&.5
m
acr
aa
I
721
MA
570
45.5
721
69.4
659
30.0
721
68A
ON
34.1
721
58.1
503
78 In
iol.o
a84
I iG&4
509
54.2
1 684
180.4
557
722
M4
. 76A
5ic
lim
am
7o.4
wir
xi
ee4
K4
an
_!.S
50.5
all
50.9
551
42.1
6114
54.1
Sit
30.1
W4
61.3
Ma
31.0
all
50.5
534
Sol.
115.0
514
07.0
455
64.8
514
57.3
446
47.0
614
50.0
440
41-1
5114
44.0
SU
614
41LB
4V
32.9
514
373
421
27A
614
33.0
M2
2.5
514
$0.4
400
2D.0
20.0
403
05 in
642
452
1 55.7
4
45.2
4M
47.0
=
38.7
452
40.0
=
33.9
41152
30A
384
31LI
452
32.9
SYS
27.1
4M
3U
373
22.0
452
2a.0
30
11 LA
112
-2:
452
2ZO
355
too in
3&1
357
3a.0
322
31.7
367
a?
317
27.2
357
25A
312
357
25.2
305
21A
357
22.7
303
112
11.0
1514
357
f5.0
203
til In
35.1
338
35.6
an
2D.2
25.1)
335
21LI
290
21.9
I...
-
33.9
20.8
2sa
v
3.
1
1201.
27.7
289
282
253
23.1
19.8
M
2"
2m
ichorCovedtv
ToWs (Ibs)
smam VIC 00MRte I
am am.
HWOW CUU
F30108dClAll
PTWON
meld
AnchorClIp Pstbmv
W vis-Elmulamm
I
11'rEkoutwon
MWERa
UZOM
JCpACUMoo
114- 8S CICO
AgoWdor
Elca
ritlirman
VCSS FICO
Aggm"ff
NID 13led
8� (G5)
012sted
sueff (M
sizeleel
sum (M
EdgeDislanceazo V
2-10 1
V
2-IW
34W
r
24tr
I I-
I 24W
r --
34Ar
r
OAV
1 0.54-
o1w
Effibeftud0n) 1-W4'
"Ir
W`r
Mr
2-
1-114-
M.
1'.
1414'
t-11r
7
I-W
'11W
MEIN
2AMhm G VT MIR O.C. I SWd&d
OrObd CIP Tio, 1) 390 In
ago M
4WDS
890 to
1644 bs
1 210 In
28085
354 fts
I 140lbs
37410
W4 Its
916 in
341 an
442 is
to
4 AW03 0 1.15- Mh O.Q /Sbnftffl Or 001tl) 00 (Fig, 27 `180 M
70) Re
WA
NA
380ke
WA
WA
NfA
IUA
WA
682MA
68518
112DRE
4AmIm 0 V1 Nnn. O.C. I CO 295 AMI&CIP I OHM 5) 7MIDS
7MIS
wabs
VSMU
Ifflims
am 1,
NLA
u*
1 VA
748
748
mft
182213
682bs
MIA
11201bS
4X NIA
ra-- a 0.47 Min. O.C. 12:2j-P-j%rWXj
WA
NIA
WA
NIA
IVA
1
IVA
NIA
NIA
WA
WA
NIA
IVA
10731.
;2nng
-155 -Nd
225-03
44-5 He
V22 ts
135
14D MS
V7 WS
1 3701118
1 18710
332 Ms
473 Z5 -
170DS
SM25
IVA
WA
NfA
I NIA
low
NIA
I IVA
I NIA
IUA
1 WA
IWIb3
NU I . - I .. -... .." - . - -... - . ..... ... - - . . ......
FIGURE 1, FIGURE 2:
FIGURE 3:
r
ANGLE CUP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 6: FIGURE 6:
N: 1111 0 1 FF;:�
TABLE NOTES:
�unum ��Aw i T -wo i - i ru-s
(,ANCH,0.R�P.*:,-) = ANCHOR CAP.-
(DP-) X L,
USE71113 FORMULA TO OBTAIN THEANCHOR
CAPACITY REQUIREW 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) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEET$ 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR MGT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2`1-23.
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 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.125'
THICK STEEL STUDS TO HE A MINIMUM GRADE 33 AND.045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.126' 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, I S-8 S.S. OR 410 S.S.
Lb.
...........
S TE
�3/ONAX-
A. LYftN MWMR, P.E.
FIL P.E.# 58705
2AMI)MG2.2YMIn.Q��
ft
1 7 05M
411PA
WA
I 2801be
I tA _
'L"�!
�A
1 Ll
"'
1 '!L
1 !LA
'2!!!
1 *W'�
i
1 4 Amh= 40 MV Ma U-W F-M (FO 4
400 to
700 IIA
WA
I WA
KrA
WA
I MUM
I
IVA
IVA
A
NOTE: FOR THE OFFULT CUP. MR: I tit: ZiAmc Am�m — - 1 — ANw --um
FIGURE 1: FIGURE 2., FIGURE& FIGURE FIGURED: FIGURED:
FIGURE 5: FIGURE 0: FIGURE 7:
ANGLE CLIP (FIGURES 5&6) MUST BE USED N PAIRS.
TABLE NOTES-
i) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE
SHEETS 2-4 FOR GENERAL INSTALLATION METHOD&
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR 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) S14ALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW
SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL HE 6063-T5 AND BE A MINIMUM OF.126'THICK STEEL
STUDS TO BE A M INIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEASTA 25- THICK
AND A38. 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.
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210 �L-
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4
374 In.
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341 Rd
442 ft
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2240 lb.
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540 Ibs
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USE THIS FORMULA TO CBTAIN THE"ANCHOR
CAPACITY REQUIREW 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 CN USING THE TABLES AND SHEET25 FOR INFORMATION
FIGURE 1: FIGURE 2: FIGURE3: FIGURE 4: FIGURE FIGURE 9: ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) UNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR 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.
UR
FIGURE &. FIGURE 6: FIG I E7:
LO' 0 0 0 0
ANGLE CUP (FIGURES 5&8) MUST BE USED IN PAIRS.
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-TSAND BEA MINIMUM OF.125"THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.045'
THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT UEAST.1215' THICK AND AM ALL ANCHORS
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & 912
ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR4`10 S.S.
LYNN 4f,
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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.
NOTE; FOR THE OFFSET CLIP, USETHFUAMEANUMUKFAI
9GURE 1:
FIGURE2:
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 ANDIOROPENNG WIDTHS ISALLOWABLE-
IGURE3:
— 0 0 11
FIGURE 4: FIGURE 5.'
m
ANGLE
CLIP MUST
BEUSED
IN PAIRS.
FIGURE 6:
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 SPECIFICANIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C40. WOOD SHAUL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-T6 AND BEA MINIMUM OFA25'THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND
.0145' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125- TKCK AND A36. ALL
ANCHORS INTO METAL S14ALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 B.S. OR 410 S.S.
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TABLE NOTES
�Mw i T ..........
=ANCHOR CAP. -
USE THIS FORMULA TO OBTAIN THE"ANCHOR
CAPACITY REQUIREW 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
1) SEE SHEET I 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 ASTM C-90. WOOD SHALL
HE PRESSURE -TREATED YELLOW SOUTHERN PIN E WITH AN SG OF 0.55. ALUMINUM SMALL BE
6083.T' ANDBEAMINIMUM OF.100'THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND
.045"THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.1125' THICKAND A30. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 & 012 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 4`10 S.S.
1. 2 W50'
&26V
.100,
1.217 X 3.2W X.10W
MULLION
10I I
41-1111
6851M
"N" x LYNAI 4 "/
, ........... Ale e
6. �
No.58705
STATE F 4/.�
A. Nqft� R,1
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TABLE NOTES:
munum
mANCHORCAP...
USE THIS FORMULA TO OBTAIN THE"ANCHOR
CAPACITY REQUIREW CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FORTHE
OPENING, WHEN IT IS LOWER THANTHE 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) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR IN FORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR 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 ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE
6083-T6 AND BE A MINIMUM OF.100'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.i2B' THICK AND A38. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
#10 & 012 ANCHORS INTO WOOD MAY BE STEEL. i " S.S. OR 410 S.S.
wuh III.
1.25V MIRMI e PWucl
By_
UYN
3.250'
1 t2W
No.58705
.624' -,a 77
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1.217 X 325* X.624"
MULLION I
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0 1 1 � 0 1 r _0
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FIGURE4: FIGURE 5:
M
ANGLE
rLIP MUST
BE USED
IN PAIRS.
FIGURE 6:
1-0
J*
TABLE NOTES
NNGHDR GAPAGITY
=ANCHORCAP.-
USE THIS FORMULA To OBTAIN THEANCHOR
CAPACITY REQUIRIEWCORRESPONDING 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) SEE SHEET I 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 EKACT DIMENSIONS. SEE
SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-2& 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 ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN BG OF 0.55. ALUMINUM SHALL BE
600345 AND BE A MINIMUM OFAOW THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND
.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125- THICK AND AX ALL
ANCHOR$ INTO METAL SHALL E)(TEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 & #12 ANCHORS INTO WOOD MAY BE STEEL, i " S.S. OR 410 B.S.
1.25'X 3.9V X.e24'
MULLION
wbh 1b.
g,( k-YNAr 4,'
Ie
No.58705
S' 16
STATE Of-
N
...........
'N�FIL 6 705
I AM= I Lm
Mulffon Capactty Table ([b
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50 In in 701. 50 In
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90 In
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170.0
880
170.0
19031170.0
M
170.0
2257
ITAO
650
MS In
170.0
747 T-1
�70
�0170
_
0
--F--
-800
170.0
r 631 1170.0
IM 1
170.01
684 1170.0
1103
170.01
723 1
IT&O 1
1345
170.0
747
IM-0
1494
I 70.0
788 1170.0
1793
V0.0
758
170.0
2092
170.0
760 1170.0
2391
170.0
768
54 In
-T70.0
ON
170.01
621
1 17MG
1110
170.0
764
-
U0.0
1276
170.01
6M
170.01
1434
170.0
63T
170.0
1594
170.0
658 1170.0
1913
17OLO
801
t70-0
2231
1 .0
io
a8l
1170.0
2550
ILO.0
051
00 In
--
70.0
1083
170.0
97
11 0,0
1240
70.0
578
17D.0
1417
170.01
9"
170.01
1594
170.0
=
17"
IT11
170.0
1033
1 170.0
2125
170.0
IM
170.0
2419
170.0
1063
IM8
2"0
170-0.
1003
63 in
-TT0.0
930
170,01
745
170.0
111@
I.M.0
I IL
'50
_
iL
70.0
1302
70.0
No
170.0
14M
170.01
1015
170-01
IM
IMo
tore
170.0
JaSq
IMO
11221170.0
2231
V0.0
IISQ
160.7
250
170.0
1171
14S.9
2M
V0.0
1171
68 In
�70.0
074
�70.01
789
170.0
1189
170-01
903
1170.0
1384
f7Q.0
002
170.0
1558
170.0
ION
170.01
1753
170.0
1155
170.0
1948
IMo
1210
170.0
233B
1?0.0
1215
151.9
2437
17D.0
1200
I=
207
00
17 .
12M
72 In
V0.0
1003
WO-01
878
170.0
1275
170-91
1009
1 17�O
1455
170.0
lj2s
170.0
17co
i7o.o
i22a
L70.0
1113
19131
170.01
1310
170.0
2125
17aO
1307
t45.6
2184
'14
170.01
14881124.8
2184
170.0
15n
1092
2164
170.0
16301
7a in
170.0
1122
17OLO
1 037
170.0
iM
170.0
1050
1170.0
1570
170.0
1209
t7O.O
1794
170.0
322
_L
5.1
1960
W0.0
1421
146A
IND
170.0
ISM
123LB
im
ino
ma
iou
im
_ Lice
w5
we
7
1 o2.7
ism
I
7a In
170.0
Ito]
IT0.0
qff
ljog
1351
110.0
tile
1170.0
loll
170,0
1250
.170.0
1642
170.0
l3n
15z?
1661
170.0
1474
137A
feel
16&1
1500
114.5
1861
1473
1473
93.2
1881
139.6
1459
65.0
1661
137.0
14541
go in
IMO
1328
TO.0
1144
149.1
13M
15U
120
J27.8
1305
138A
liga
ims
i3va
121.3
lill)
99.4
1393
1102
1162
69.5
1318
101.5
114T
74.5
1395
aga
11221
83.g
1 lue
oZ7
ties
as.0
i3m
Ta.p
10981
00 Inn
147.4
1229
161.5
I=
12251
1220
127-8
1070
IOL3.
1229
"12
106t
9Z
.9
1044
51.0
Ing
N.0
iM
73.7
i2U
VA
1015
61.4
1229
72.2
993
52.7
iZ29
03.0
977
1 48.1
�12�29
.1
907
108h
1 03.6
97
677
M3
971
74.0
[31.2
OTI
77.2
9
643
97
9&4
037
57.5
er,
971
01.0
M5
51.8
g7l
eta
15
4&1
071
49.0
790
37.
$?1
44.0
782
3Z4
oil
711
III In
95.4
91
07.3
032
70.3
919
01.9
ale
am
919
70.0
an
�9
Ug
704
53.0
I.
919
563
784
47.7
010
51.5
774
39.7
019
"A
758
34.1
619
40.2
742
22.5
I.
910
-7T8.6
ST.1
ra
I"b
'15' 6
7as
76.8
lie
oze
-Too-
64.5
705
ng
708
55A
695
L72
41.9
705
44A
UrT
1.8
a
3�1
27a
28.4
631
144 In
4&7
W
442
504
36A
Me
1 37.0
548
1 31-0
491
182
4N
ISA
mwivwi me-Ficommm I VrElcoUlmon jn�'01 3119'FJEOLM-m IIIPEI�-Vftm 1"4'95"" "" Eke I V4- So I fiDSIM 1 #128- 1 0128 -
ADWMVI Ulaxon AMMOE111meo SEW(G51 SEMM S=m
AnchcrCll�p PattIMS
NOTE: FOR THE OFFSET CLIP. USE THE
PATTERN AND
CLIP. C)CIRCLED VALUES ARE USED IN THE EXAMPLEON SHEET 1.
- .............. --
(DP-) X (ANCHOR CAPP..:,_ ANCHOR CAP. -
"ON CA
USE THIS FORMULA TO OBTAJN THEANCHOR
CAPACITY REQUIREW 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 MIN [MUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TA13LE
FIGURE 1: FIGURE 2: FIGURE 3:
FIGURE4:
TABLE NOTES:
1) SEE SHEEr I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR
GENERAL INSTALLATION METHODS.
FIGURE
5:
FIGURE 6:
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR 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.
FIGURE7., FIGURES: FIGURES: FIGURE10:
ANGLE CLIP
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
FF�
(FIGURES 6&6)
MUST HE USED
(CMU) SHALL CONFORM TO ASTM C-9 WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF D-55.
ALUMINUM SHALL BE 6063-TS AND BE04 MINIMUM OF.125"THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.046'THICK(18
IN PAIRS.
GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12-7 THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
i r -I
THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8S.S. OR 410 S.S.
"uh Cak
Mo.58705
SIT .
"t 0 RID P-
19/0
Mml
FL P.E.# 58705
TABLE13A
Mullion Capacity Table MMM
2xSx.25
nIng VAmd1h (for will arving
ratfions) or Opening H (for WwftfP4MMM mdkm)
Win
wv
R-IMW MWLaZedca
Loaft
Win
ftewn2aff Tmonlarg.
Loading Loubg
701.
ftwgtw TMPM -
Loaft no
00[.
Rlatangits Thpoing
Laaft Lu&g
. goin
RKMFW TrWideng.
La
LoNno ro
1001. 1
Redovd. I Tupfrfluit;.
Loaft 1.9-fiv
- I ki
Rcluadw- I mWidarg.
Loaft Loaft
140 In
ftkngthar TNffdaa'
Lwft Landiall
160 In
RKWQWW wMang.
Loaft Lwdng
Alum.Tub
MullIon
f
9
all
w
-9111,
filial!,
h
I
Qm
0.0
jjo.o
as
IIBUI
1"
111.0 1478
1
170.0
we
17U
we
I".0 I
M
Ino
Big
270.0
ilia
.0
1240 1170.01
521
170
41
145a 1170.01
621
170.0
17M 1170.01
621
1 M.0
170.01
ul I
5oM5m
170.01
'So
747 1
'W
ITaO
N3
170.0
170.01
ON 1470.01
SN 1170.0
U4
021
I".0
IMO
M
-
1-jr-
170.0
030
ON
1".0 11133
1710
11951
t7&O
iyo.o
OW
170 JO
voo
12-75
ise
voo 1
747
170.0
170.0
14171170.01
1404 1
170.01
ON
758
JM0
1100
17001170.01
1793
170-01
00
IN
17MO
t7O-O
1031170-01
2M 1170-01
No
755
7 0
170.0
170.0
22V
2301
1711.0
170.0
NO
750
5414
00 in
03 in
to in
TTD.0
i?U
-
170.0
707
m
We
-
074
17OLD
!lo.o
INA
TFOA
612
701
746
170.0 1
170.01
170.01
171LO
See
IOU
Me
1 1182
I 71LO
Imo
170.9
170.0
W
79
ON
003
170LO
J70.0
.170.0
1115
12401170.0
iT41-T
170.0
a
754
We
-
940
L002
170.0
1704
-
170.0
170.0
1275
1417
1455
1558
170.0
170.0
00.0
IMO
90 1170.0
944
jOIS
10815
1170.0
17"
170A
HU
104
1873
1753
170.01
170-01
1,0.01
170.0
837
ON
ID75
1155
VO-O
170.0
170.0
170.0
'13111
1771
"1"
1859
'SN
1 945
I
170-01
170-01
110.01
176.01
ON
1033
1122
1210
170.0
170-0
170.0
170.0
1913
2125
2
2231
2238
[
17D.0
17"
170.0
1170.0
NI
'M
lieu
1275.170.0
170.0
170-0
170.0
-
22311170.0
2470
2603
2M
-
170-0
170.0
170.0
M
1063
iffl
1205
170.0
170.0
ITO-O
170.0
25H
28313
2975
3117
170-0
175
170.0
-
170.0
861
Too-
ITI
1285
I
nin
ra in
75 In
gom
In
108w
III In
120 In
170.0
170.0
170.01
J70LO
1170.0
I i7o.01
1170.0
1170.01
IM
1122
IM
1 13251170.0
1 14171170.0
its"
1 IOU
1771.
170.0
IT&O
170A
i v 0.0
170.0
70.0
_LBO
_
We
937
W
1144
t232
1454
1555
'No
140
_I7U_j
170.01
170.011361
170.01
170.0
1110i"l
WO-0
1276
130
1504
1700
I L913
JOBS
MT
110.0
170.0
170.0
170.0
170.0
Zo
171LO
170.0
1002
1000
ilig
I=
1434
IN7
WOO
1 ON
I 4.
1 17SLO,
170.01
170.01
170.01
110.01
yo.D
.0
170�
1455
iWO
16111170.011250
18"1170.01
ID83
2231
1170.01
1170.0
11711.0
170.0
1128
1 Me
1406
1 1=
IM
IM
170.0
IM0
1170.0
170.0,
170.0
170.0
!70.0
135.1
78.2
17M
IM
1042
21125
2251'
2550
2021
=52
IN4
170.0
170-0
J7O.0
170.0
170.01
V0.01
170.0
i 41A
807
Im
1 M
13M
IMS
1794
20711
2t49
1 1064
LL3N
170.0
170-0
170.0
170-01
170.0
IRS
151.8
i2a.1
_19.5
1013
2019
21172
2391
2550
2781
2532
2262
1564
170.0
"0-0
170.0
170.0
J70.O
170.0
182.3
1272
M3
1315
1421
1474
1703
1952
MI
2W
1930
J373
170.0
170.0
170.0
170.0
10.3
138.0
i0e.11
aa
2126
1
ZM3
2W2
2855
2533
27811
2M
-ig
IN4
170.0
170.0
170.0
170.0
170.0
18t.l.
148.4
17t5l
as.7
IM
INS
1684
1940
2095
2W
1 2216
-iiis
i3sa
I
170,01
J7101
170.012703
170.0
150.0
123.5
1`13.0
ODA
I
25MM
2M
SiN
3109
2761
2032
2252
m
170.0
170.0
1170.01
1170.0
170.0
140.41
1 20A
-M-STi
SO 0
14BUS
lOn
VOO
12125
2330
Z!5I
2100
On-
1 ITIO
170.0
IMO
17U
JES.0
137.1
106.0
97.6
1 L72
2975
3140
3223
3413
Not)
2761
2N2
2252
110.0
170.0
170.0
-12273
170.0
158.0
12510
115.11
WO
15201170.0
1004
1 1W
wo
Z54
Me
I IBM
-
M.0
170.0
13U
1".0
OZ7
M4
67.5
3400
35511
3M
3613
3199
2761
2M
170.0
170.0
T7070
170.0
-
150.1
110.0
06,3
ISNI
IM
2351
2428
2100
2010
BLE 13B Anchor Councity Table libel I
2.7k QD� 3.5k um 1 Halaw cmu FEdCMU I PT I Metal 1
14' Elea U&SM01 "'r 68 Eka 51WElao 114188 Eloo 610 Btu] 02 SIM ["enj
511V E100 M26 e8l
AnchorClIpPedoms -Anclor 1OEIaUItr9= I - - ultvan ;�: U.. I I ftwoUtor tlCaton AW�Gatar ftm 035) scm 1051 0'.
1. 24W SAW 2.10r I V 1 2-Irr r 3.1ir 0.3W
Edoa adec0a - 1 1. r OM 0.54.
2-IFr I I-ve r I'Nr
rintoftwt fint. I'V4, 1 1�v 1 144- I-W4' r I -Ile 1.1 I-11C I-11'r -
2&"MCD4.76-MM-0-C,I$WdNdWOM4;0!�ft�1&2): 390 ft 390 Its I 45OUX -Wft- 18449. 27GEM 280 IM 3546. 740 bS 374 M 684 Me 045 In 3N41 Iml 4- a. wo M.
3"2t. _ 0A Toeft -T4-600- _-N-8-ft _T2_72-bs
540 1892 Ib4 582 Its ON Ib. _Ti2O IN
4ArWM04.SrMIM0-CJ bPdxd("0N No. ur faum 7001118 gwft
- - 500 U.
O's
SURMW _WA WA 040 PA WA 1005 1b. WA MIA WA 1383 Im 1 1770 IM 224D In
0 Arichn 0 1 It- Mh 0. 4t 1180 lb- 1iWW_3 1010ft 1 1120 th
780 Ibe AS tas am ras imms 882 Im
4AwhM@3'KMQ0.1tz)nFAV_=_125y 180= ?501bs 680 RA 15N [b. INGO* 540 VIA 550 Ibs WA
DAWM 0 W WIL D.C. 1 41 Im 108D PA li2ols IVA i52aft I i4ve m , 11aum 3784 ft 1353 rA 1770 1"
R!=Zlz T -1 RM _11b, -,MIA _WA " 1320 Re WA M01b. I WA I NfA WA 2002. 2654!�! Mbs
21WWI 1440 M. 3350 be
PJA - NZA I NIA I NrA IUA WA WA �LA NIA __!�A LA
WA IS - WA W
WA WA ba±, =WA I A IVA A A
'�Zm ENE! M 4N t@ ate 9451ba 341 Its
�0.CJFAZPQF 740 Ibs 1 374 ft I 6W W$
390 Ibs Ito 211M I 2501be I 35wNba 530 On I WA I WA WA
4V.-..7j un.0.0JF-0p 1, 7002, No ON WA 1 470 1bt I
NOTE: FOR THE OFFSET CUP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE N07ES:
mi runmw-
.ANCHORCAP.-
USE THIS FORMULA TO 013TAIN THE'ANCHOR
CAPACITY REQUIREWCORRESPONDING 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.
.25V
FIGURE 1: FIGURE 2: FIGURE3. FIGURE 4: FIGURES: FIGUREO:FIGUREIO: FIGURrI1: 1) SEE SHEET I 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 WIDT14S IS ALLOWABLE. 6.0 1 Do.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS
1 M-1 1 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON
F1 FIGURE 8: FIGURE7: ANGLE SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
CLIP 4) SUBSTRATES: CONCRETE 814ALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
(FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-9D. WOOD SHALL BE PRESSURE -TREATED
6-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.12r
MUSTBE THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'TKICK (18 GAUGE). STRUCTURAL STEEL TO uj
USED IN BE AT LEAST.12W THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW rx(rx"
PAJRS. THREADS BEYOND THE MATERIAL 410 & #12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S. MULLION
,%v O� LYNN
.11 ..... I - yle"
A_:: No.60705
Z
-u
F
...........
A. NN MIE�R", P.E.
FL REA 58705
-... � �AA
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 ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 1; 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
HOLES TO BE DRILLED IN THE F IELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23,
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATION&
ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROU-r-FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTIA C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125F
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.125'THICK AND AVL ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. 00 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.8, OR 00 S.&
126'
1.28'X2.11'X.125'MULLION
(INTEGRALFINMULUON)
1.4
W114 RN
'gI LYNN 4fl,' '711
..........
No. 68705
8 FATE OF
N .1 hE P.E.
FL REM 68706
Mullion Capaofty Table ([bad)
Opening Width Vor %miticalVwwring
mdflons) or0ponlitg Height
(11brhadmialpspanring mulons)
so In
70 In
00 In
so In
IODLI
12D In
140 In
16010
3.2V 30
Rutanoulmr I
Looft
Trwolang.
L-ft
Rec""
L"'Ing
MWOlOna
Looft
RNWO& I
L-ft
TmM.M
Laft
Rodwo"r
Loaft
TWO1114
L-ft
Rw"Iw
Loaft
TM"NV-
Lo"m
Rww'njou
I. IIU
ThVM&v.
Loom
RwtgLdw
L"ft
lIrwrdam.
Ldng
ft�tmrqdu
Loading
T111pri'dim.
LZO,
R.,twq,,,d.r
I.
nqnftnj;.
I..."
DEG. AL
BAYMULL
I I
I 1
421111
11
"Al
fill
I I
I I
I I
I I
I I
11
'41
1
111,
11
111
"Al
'I 1
11
!1
11
if
11
11
'411-11
1111
11
1[
111[
111
42 In
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An
horCapacittrTabloUbs)
2.7k ODOOW.
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AnchorTyp.
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I 580
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1680 IN
FIGURE i:
FIGURE 2:
FIGURE 1
1 6 0 0 1
ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
PETS 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-FILUED
CONCRETE 13LOCK UNIT (CMU) SHIALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL HE 608346 AND BEA MINIMUM OF.125'
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST.126' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. 010 & #12 ANCHORS INTO WOOD MAY BE STEEL, I " SZ. OR 410 S.S.
ANCHOR
W_ _a _ ANCHOR CAP.-
ULL'F
(DP-)X _)=
USE THIS FORMULA TO OBTAIN THEANCHOR
CAPACITY REQUIRED"CORRIESPONDING 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
30'BAY
MULLION
j I I
GOA
0
z
e F
I E
' 705
LAtSLtz 10tS ATI
arCmuncity
Table (lbel
231 cmft.
31k 0—. 1
Homowcmu
Fdod OAU
PT Vind
m.w
5fl Eloo
114' 5
to
(4*GSEI.
siostd
stMM
01281-.d
Mal Elco ulu�
U'
114- Elm Uft—
Ago.G.1w
Ultml.
AW*Gal.
S.w(05)
8amw(05)
6� (GS)
AnchorClIpPattems
2-tw
1 1
3-11V
.'—
24Pr
1.
2-10
2-
—
1 3-
r
_
0.48-
0 4.'
o.
MW
M32C
t-3W
I I
11WI
r
14f'r
_ -
1414'
1414"
1-
1-11'r
1-114r*
' ".
'-31'.
llvw
Wo.
o"
170065
T.
F2280111
114
946 N.
341 ft
442 lb.
4"42 ft.
F: �A=0�5' Z21 M 0 1 Z
14'
1892 lb,
—
6 ANh- 0 7.71- 0. 0.9.10 n- -a- I-P I VV -FI
WA
.0 I
MIA
'.2
IM
FIGURE 1:
FIGURE2:
FIGURE 3:
ANGLE �LIP (FIGURES 1-�) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR 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 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 6083-T6 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
LEAST.12VTHICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I B-8 SS. OR 410 S.S.
RN�nVK--
-ANCHORCAP.—
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
CPENING, 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.
IL
.2
0
X.YNN M/,
o"�
J.-
58705
-Als - -rE OF
rtos%vI"-*'
kLY'NT, l9kP.E.
FL RES 58705
.125'
125"
I'X 2" X.1217 MULLION
80113-TSALUM.
X-SECTION
.375"
MIN.
1.000-
1125'
.1
2.0011'
37
L
1'X2'X.376*MULUON
8063-TO ALUM.
X-SECTION
. - v, �1`1125'
STANDARD CLIP
2A
30'
6063-T6 ALUM
X-SECTION
F 125'
b.buu,
CUTHERETO
.376
.
3.125" CRFATEF-CLIP.SEE
fMiN
I '-DETAu.F.sREEr4
r ------- I
I
---------
t�A
U 7
L
STANDARD CLIP
ZCEI
60a3-T8 ALUM.
TER OF ANCHOR HOLE MUST LIE
SEE
TOPVIEW
WITHIN THE DASHED BOUNDARY.
SHEETS 547 FOR THE ANCHOR D.C.
DISTANCE MAMMUM ANCHOR HOLE
DIAMETEM ANCHOR DIAMETER - 1116'.
6.500,
.375'
.375"
MIN.
MIN.
I
--------------
B
(D)
I
OFFSET CLIP
6063-TO ALUM.
.125'
TOPVIEW
1.000
.125"
2.760' a375'
I - T
I'X2.75'X.37MMULUON
GW-T6 ALUM
X-SECTION
2.125' LIP
UM3.TBALUM.
X-SECTION
.126"j- E �
� .71W
E --[
338'MIN.
A U-CUP
6063-TO ALUM.
TOPVIEW
ZCENTEROFANCHOR
HOLEMUSTUE
L MY U
WITHIN THE DAASHl D
BOUNDARY. SEE
SHEETS 5-17 FOR THE
ANCHOR O.C.
DISTANCE. MAXIMUM
ANCHORHOLE
DIAMETER: ANCHOR
DLAMErER + 1/11(r.
-.1 c M
I*X2.76'X.9WMULU0N
6003-TO ALUK
X-SECTION
1-1.0001-1
& 25' .126'
5DV
VX 3.125'X.v MULLION
6063-T6 ALUM
X-SECTION
2XSANGLECLIP
6003-TO ALUM
2.00W X-SECTION
125'
L L. 'j
375' M`N*9-
L
AF ----------- : -----------
- --------------- 2X5 ANGLE CUP
8063mTS ALUM.
TOPVIEW
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
ED .....
FDASHED BOUNDARY. SEE SHEETS S-17 FOR THE
ANCHOR D.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMFTER.ANCHOR DIAMETER + 1116'.
Mull 131mendon (shoot#)
POT Part#
mullion
std. clip
OffootCllp
U-Clip jftgloCil�
11- XT X.129- (5)
666D5
668113M
6681118M
666243M
M511M
1- X2' X.376' (8)
668008
666114M
W81119M
666244M
M512M
f X2.75" X.375" (7)
6SM7
666115M
W6112DM
666245M
J-iiilW
1"X2.7&'X.SW (8)
66608
66811eM
6661121M
660MZ46M
6MM14M
11- X3.125" X.50(r (9)
M
6661116M
6661114M
66M24M6UM115M
127 X3.1188`1 X.266' (112)
6661117M
6661113M
(�241M
666516M
1.261 X2.11"X.126'(18)
NIA
WA
WA
6016517M
NOTES:
11) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENS16NAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 6-20 FOR SUGGESTED, APPROMMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
r-1.266!-1
r
.125'
2.116'
125'
1.26'X Z11'X.126'MULUON
6053-T6 ALUM.
X-SECTION
TARI r A
131manidan
Volue 0n)l
For Mullion:
A
1.626
11' X2' X.125'
Aluminum
Tube Mullion
B
C
D
A
1.125
11 Xr X.376'1
Alumlnum
Tube Mullion
B
2-4134
c
O-M5
D
0.49D
A
1.875
11 X2.75" X
1.376AIumlnum
Tbube Mullio
B
3.000
c
0.757
D
I.ile
E
.450 Min.
A
1.3112
f X 2.7W X
w
AlumInurn
Tube Mullion
B
3.000
c
0.476
D
uie
A
2.000
, 11 X3.12Y X
.50(r Alum
Tube Mull
B
2.637
c
0.8w
D
1.137
A
2.025
1.25' 3.188'
X.2651 Alum
Tube Mull
B
--y-
.262
c
0.882
D
1.762
A
1.813
1.26- X2.1111-
.121'Alum
T . Mull
ub I
1 1 R
411r"w 0 C00114109w"
F%,WA Iblillfig CXIC
DAN
By,_
V1 N IV 414 1/'
LUZ
-S WE
"�/ONN,
A. MU MIL12R" P.E.
FL REA 68705
1.000- 1.00(r
4.aDo,
.125'
125'
.126 a.375'
VX 4"X.125' -T 1"X 4'X.375'
MULLION MULLION
6083-TO ALUM. 6063-76 ALUM.
X-S5CTION X-SECTION
1.250"
2*10"
3.25W
100,
.100
820'
1.26'X3.2S'X.1W
MULL ON
101
6005-TS ALUM.
X-SECTION
30* BAY MULLION
6063-T6 ALUM
X.SFCnON
.22ir-I �-
.aw
FL-125'
STANDARD CLIP
2.62 S' 2.00D`
606 -, ALU
3 To JM'
-SECTION
X ,EC
.376'
i. X 4� X.375' -T
6063-T6ALUM'
X-SECTION
--1 .820' 1--- --H .820' �-
1.26'X 3.26"X.024' 1.25*X3.94'X.024*
MULLION MULLION
eMS-TSALUM. 6WS-TS ALUM.
X-SECTION X-SECTION
.11. - t-A151-1
.... To
.3769? 3.12S---�_.REATE1.LlI1,.liE
MIN. OEJAL F, SHEET 4
Ir ------- --------- --
LiL ------ i
STANDARD CLIP
CENTER OF ANCHOR HOLE MUST LIE OW3-76 ALUM.
WITHIN THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 5.20 FOR THE ANCHOR D.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETER' . ANCHOR DIAMETER + 1/16.
740'
2.125' U-CLIP
6083-TOALUM .
X-SECTION
.126"
2X-5 ANGL
2.01001LECUP
._ _T.,
0063-TO ALUM
X_EC
X�SECTION 126'
,L2ZZnW
I
CENTER OF ANCHOR HOLE MUST LIE WITHIN THE
DASHED BOUNDARY. SEE SHEETS &20 FOR THE
ANCHOR D.C. DISTANCE. MAXIMUM ANCHOR
HOLE DIAMETER: ANCHOR DIAMETER - 111(r.
.375'
CENTEROF
ANCHOR HOLE
MUST LIE WrrHIN
THE DASHED
BOUNDARY. SEE
SHEETS 6-20 FOR
THE ANCHOR O.C.
DISTANCE'
MAXIMUM
ANCHOR HOLE
DIAMETER:
ANCHOR
DIAMETER - 11`16�.
U-CLIP
6083-TO ALUM.
TOPVIEW
TABLE C
.376. 376'
MIN.
2.26V
L T-
OFFSET CLIP
A OD03-TO ALUM.
k . * TOPMEW
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 5-20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
Dimension
Value On)
For Mullion:
F
&6BT
1'X4*X
a
1.ODO
.12F
Alurninurn
H
680
1
3.000
The Muillon
F
&187
11 X41 X
OL757
.375'
Aiumho
-T43-0
1
1 3.000
F
I 225D
11-2VX3-7F
e
1 0.760
X.10(r
Alurrilimurn
TtheMulflon
TAPI F D
L--------------------
TABLE C, CONT.
Dimension
Value Cull
For Mullion:
F
1!1311
6.
1
1 V
X.624,
Alwyilnum
TW* Mullion
H
1
1.438
3.250
F
IF
-25* X 3.94'
X.1124-
Aluminum
Tube Mullion
H
1.5W
3.250
2.813
130'BB Mull
-F
1 2.875
145-HfiYMtdI
MIN.
20 ANGLE CLIP
6063-TO ALUM.
TOPVIEW
Mull Dimension
(shoat 0)
payparto
Mullion
Sid. Clip
Offset Clip
U-01p
Anal* Clip
is X4- X*12W (10)
6W84
688111M
-1122M
OW241M
088518M
V X4-X.376- (li)
681110
6Wl12M
6WI123M
61187A2101
SMIGM
1- X4- X.375- 7 (11)
66853
SM12M
6681123M
686242M
6665119M_
I.W X&25- XAW (13)
20160
66611127M
SM1124M
66624`10MI
6665`115101
l.2V- X3,25- X.020 (14)
20101
666112aM
6681125M
8602411M
SM116M
i.W X&W X.620 (15)
20162
(IN11`17M
NOI126M
WMIM
666517M
31 11)
9
A
WA
ME
66milam
1A
emillm
e
Ibb
L
E 0,
"XN /,LOR\o C9
FIL P!i7X05
Mull Dimension
(Shoot#)
PGT Part$
Mullion
Std. CUP
I U-Cl
VWX.25-(IN-6sm
Bemim
I ess271M
6665112M
2-XO-X.25*(i7)1
66604
1 666202M
I (1662-nM
I 66651`13M
TANDARD CLIP
5003-TO ALUM.
X-SECTION
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS &20 FOR SUGGESTED. APPROXIMATE
ROLE LOCATIONS.
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.60D'
�--2.001)'-----j
4.00D' 2"X 4'X 2V
MULLION
6063-T6ALUM.
X-SECTION
6.000,
2*X4VX2V
MULLION
6063-TO ALUM.
X-SECTION
LLCUP
8063-Te ALUM.
2.125' X-SECTION
L L .125"
T
T
2X6ANGLECUP
6003-TO ALUM
2.00W X-SECTICH
126,
t
3. CUTHERETO .375' �; d
sw CREATE F-CLIP. .375' MIN. z
SEE DETAIL F.
.375' r- 9
MIN. SHEET4 F MIN. cn
Z Z
--------------------- Lug
r------------ ------------
CLI I
3.438' 3.4w — - — - — - — - EL
(L C3
3,438"
-.1 z
ID <
.375- z
MIN. 0
----------
4 ------- dj (n
STANDARD CLIP 2X6 ANGLE CLIP 0
C OF HORHOLEMUSTLjr 6083-TOALUM. EFT 10 -ANCHOR HOLE MUST UE 6083-TSALUM.
Z--WITHIN THE DASHED BOUNDARY. SEE TOPVIEVV TOPVIEW A THE DASHED BOUNDARY. SEE TOPVIEW
SHEETS 5-20 FOR THEANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C.
DISTANCE ' MAXIMUM ANCHOR 14OLE CENTER OF ANCHOR HOLE MUST LIE DISTA ' M ANCHOR HOLE L
DIAMETER: ANCHOR DIAMETER 1110'. WITHIN THE DASHED BOUNDARY. SEE DIAMETER. ANCHOR DIAMETER+ 1116".
SHEETS 5.20 FOR THE ANCHOR D.C.
5.500, DISTANCE. MAXIMUM ANCHO R HOLE
CUTHERETO DIAMETER: ANCHOR DIAMETER , 1116'. -.0-
.376' 3.50W CREATE F-CLIP, 3761
:EE DETAIL F. MIN. .376"
MIN, HEEr4 MIN.
375
-----------
tsu-mml complylal wilb th.
Rorf ou d C
'u'd
R.
M. I D. ftwun
ET
.... . ..
4.688- 5
r
5 5.4 38' LYNN
yze
N0.58705
.375*
MIN.
L---------------
1 :7
4-
0 E
STANDARD CLIP U-CUP 2XSANGLECUP
..........
0063-T6 ALUM. 6063-TO ALUM. OW346 ALUM.
TOPMEW USED FOR 2'X 6'MULUON, SHEET 17 TOPVIEW '4UNIMIII P.E.
TOPVIEW A. � Iikq'
FL P.E.# 58705
EXAMPLE
M 7F
ULUON
LEN
3TH
1- SINGLE VERTICAL
NOANCHORSINHEAD
SEE
FENESTRATION
PRODUaM
APPROVAL
GHORSINVVINDOW64LL
N0=7
MULLION
SEE
DETAILS.
GREETS
2-3
-011
SEE
DETAU.S.
SHEETS
2-3
.-OWGUL
J7NUU- IZ7T.H
3 WIDTH_
THE BUILDING SUBSTRATE 13 KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1W. THE OPENING REQUIRES A DESIGN PRESSURE OF -00.01-60.0 PER
1) INITIALLY ASSUMING THAT A I - WIDE MULLION IS SU ITABLE.THE MU LLION LENGTH IS 72" AND THE OPENING WIDTH IS 32'+32+1' =65". REFERENCING SHEET 25. THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE. USETHE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A. SHEET 7. TH E V X 2.75'X.375' MULLION (LENGTH - 721. OPENING WIDTH = TOP) MEETS THE DEPTH REQUIRED. HOWEVER THE DESIGN PRESSURE IS 0-58.3 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A, SHEET 0, THE V X 2.75- X.S5V MULLION (LENGTH= TZ-. OPENING WIDTH - 70') HASA DESIGN PRESSURE OF +1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 836 LOS.
BSTRATE. BOTH THE STANDARD CLIP NTH #12 ANCHORS AND THE 2X5
2) USE TABLE 4B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SU (4)
- ANGLE CLIPS ViffTH (4) #12 ANCHORS HAVE A CAPACITY OF 865 LOS. THOUGH EITHER ONE COULD BE USED. THE STANDARD CUP 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
APPLYTO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION A14D 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 +1-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7PSF WITH AN ANCHOR CAPACITY OF 636 LOS. ALTERNATIVELY,
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PER
630 LOS 524.9 LOS
(60 PSF)X (MAYSE USED TO QUAUFY`0 10 STEELSCREWS FROMITABUE4131)
6
LO
co N
Is
z
0 ACW
-J
LU xm
m
0
cl)
z
d
1-41
THE BUILDING SU13STRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-318. THE OPENING REQUIRES A
LLf
DESIGN PRESSURE OF 450,01-55.0 PER
C3
FOR THE VERTICAL MULLION:
Ul
0. <-
EL z
1) INITIALLY ASSUMING THAT A V WIDE MULLION IS SUITABLE, THE MULLION LENGTH 15 32"+72'-1"05'AND THE OPENING WIDTH IS 36'+3fr-l'=73". REFERENCING SHEET 25.
Zi
ji co
THE COLUMN USING RECTANGULAR LOADING SHALL HE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/W AND WILL
co
L) w
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-65.0 FOR IF THE TABLE D DES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
EXAMPLE 2: MUL71PLE MULLIONS
MULLWH)I"[--
FROMTABLE 3A. SHEET 7, THE II-X 2.76'X.37V MULLION (LENGTH- 108'. OPENINGWIDTH =BD")MEETSTHE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS +/-16.1 PEP
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 12A. SH EET 18. THE 2- X 4- X.250- MULLION (LENGTH = 108", OPENING WIDTH - 8T) HAS A DESIGN PRESSURE OF +1-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
SEE
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 UBS.
3r SEE DETAILS,
SHEETS
BECAUSE IT IS NOW KNOWN THAT THE MULLI ON WILL ADD Z"TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36-+36'+2'=74, NOT 73- AS PREVIOUSLY
FEN ION 2-3-�
ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPEN ING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED To MAINTAIN
AP
THE 73' DIMENSION (35-l/r+3G-lr2-+2'=73-)-
2) USE TABLE 129 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITYAND CUPTYPE REQUIRED FORTHE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED
CONCRETE HEADER AND SILL ARE Ir WIDE. IF THE MULLION CLIP WERE TO HE CENTERED WITHIN THE 0', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.
USING THE STANDARD CLIP WITH (0) 311 S' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1r2- GIVES AN ANCHOR CAPACITY OF 1050 LOS WHICH IS GREATER, AND
--SEE
LEN07H SEE
THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS.
& DETAILS. DETAIL E.
SHEETS 2-3 SHEET3
FOR THE HORIZONTAL MULLIONS:
OPENING
HEIGHT
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
r OR
HOR17
mu ION
MULLION TYPE COULD BE CHOSEN.
1) THE MULLION LENGTH IS 36- AND THE OPENING HEIGHT IS 327+72"-Z'=l 06'. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAY BE
18",Wld UK
USED. FROM TABLE 12A, SHEET `16, THE 2"X 4'X.25D' MULLION I@ LENGTH = 4r, OPENING HEIGHT = 12(r) HAS A DESIGN PRESSURE OF +/ -170.0 PSF WHICH EXCEEDS THE
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 USE.
5111101 h Pd.0
SEE
DETAILS.
SH2.3 S
2) USE TABLE 12B TO FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMES ARE Ir
CLIP WERE TO BE CENTERED WITHIN THE 9, CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X5 ANGLE CUPS WITH
WIDE. IF THE MULLION
(4) 3116' ULTRACON ANCHORSATAN EDGE DISTANCE OF V GIVESAN ANCHOR CAPACITYOF540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FORTHE REQUIRED
ANCHOR CAPACITY OF 621 LBS.
40, Aflz Q4�"
3WV. HOF %IL 39'. HOM
4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION. USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CUP SHOWS THE ANCHOR
'A LENGTH MULL LENGTH
TH
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER. AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS. E
FOR VERTICAL MULL
ANCHOR TYPE IS A Ui 2 STEEL SCREW,
I , . r.8705
)PENING WIDTH
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
Arl
+1-64.7 PSF FROM THE VERTICAL MULLION;
tj LuZ:
(
+1-170.0 PSF FROM THE 36* HORIZONTAL MULLION ATTACHING TO CMU:
..
-,I 'I 'E F W�
-1-170.0 PSF FROM THE W HORIZONTAL MULLION A ITACHING TO THE VERTICAL MULLION ((NITERSECTION�
ALL OF THE MULLIONS.
FLOW
THE LOWEST DESIGN PRESSURE IS 0-64.7 PSF AND WOULD APPLY TO
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED NTH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION
f 19,910 N P
I&NN
PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
A. Mlb!�R, P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MU LLION.
FL RES 68705
EXAMPLES OF RECTANGULAR LOADING:
—t
wnn—w' lz'=��--
- 1--d 1 -
, 0401
A 4
m
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOTANCHORED WITH INTERSECTING VERTICAL MULLMN
PIA
10, iii�
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR is NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MU ON
ADING OF HORIZONTAL Mt
Pw P7
LOADING OF (2) HORIZONTAL MULLIONS
LOADING OF VERTICAL
MULLION
Hilm
win
poll
LOADING OF VERTICAL MULLION =i
<
LOADING OF HORIZONTAL MULLION a
L11 G.
z
LOADING OF VERTICAL MULLION =i
<
LOADING OF HORIZONTAL MULLION a
L11 G.
z
10:
Z
SWOH
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
NOTES:
4ppravw u mmplywavvith to%
I 1 1) DRAWINGS ARE
m
Flo
oa
RERESENTATIONS OF TYPICAL
;W
CONF:GURAT DNS.
CONF GURAT2NS NOT SHOWN
MAY BE EXTRAPOLATED FROM
so
THOSESHOWN.
2) IF THE LOADING TYPE CANNOT
&I %-YNAI
BE DETERMINED, USE
'�. ...
RECTANGULAR LOADING.
3) SEE PRODUCTS'APPROVAL FOR
ACTUAL ANCHOR LOCATIONS.
-Z No. 58705
-D '61 �1(� Z'
:-----jfdy
po STATE OF Pj
LOADING OF HORIZONTAL
P,
N&�'L-E�,".E.
MULLION
FL P.E.9 5B705
fit
t�
ECIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Unks search
Klolda
sNinpeartsm
r%ss,p
n'al
ki Product Approval
'M USER: Public User
Regulation
Product Approv I Menu > Product or AoDlication Search > Application List > Application Detail
FL # FL17622-112
Application Type Revision
Code Version H14
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Emall
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Extreme Metal Fabricators, LLC.
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
tara@extrememetalfabricators.com
James Buckner
jimmy@cbuckinc.net
Tara Faulkner
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
tara@extrememetalfabricators.com
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
James L. Buckner, P.E. @ CBUCK, Inc.
PE-31242
Keystone Certifications, Inc.
04/22/2024
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
FL17022 R2 COI CertOfIndep.pdf
Standard
Year
TAS 125
2003
UL1897
2004
UL 580
2006
RANDALL Em STUFFT AZG`MTECTS� PJL
AAM03379 AR#0011105
APPROVED [3 REVISE& RESUBMIT
APPROVED AS CORRECTED [] REJECTED
This review is only for general conformance with the design concept of the
project and general compliance with the information given in tile contract
documents. Corrections or comments made cn the shop drawings during
this revloye do riot relieve the contractor from compliance with the requ�re-
mcNnts of the plans and specifications. Approval of a spascific Kam shall not
inc!dda approvai ofan sssemb!y of which the iteal is a.. componem. Con-
trat�loris respGnsible for: Dimensions to be confirmad and correlated at Uha
I o b Z--� C', c, n tj at p�,, [a in 3 so. �,,)q to Lhe fa b ri cati on p ro cesses o r to
th3 rnbzz, meftds, techniques, ssquencE5 and procedures of constiluc-
ton: cooyt�naflcn of file work of all other trades� and for Performing all work
in a saie and saluWactory Manner.
BY-.-
'. A
Florida Building Code Online
Page 1 of 3
BCIS Home Log In user Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map 1 Links Search
ProdUCt Approval
9 USER: Public User
Lnu > Product or ADDlicatlon Search > Application List > Application Detail
Fl- FL17022-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer
Extreme Metal Fabricators, LLC.
Address/Phone/Emall
2160 SW Poma Drive
Palm City, Fl- 34990
(772) 872-8034
tara@extrememetalfabricators.com
Authorized Signature
James Buckner
jimmy@cbuckinc.net
Technical Representative
Tara Faulkner
Address/Phone/Email
2160 SW Poma Drive
Palm City, Fl- 34990
(772) 872-8034
tara@extrememetalfabricators.com
Quality Assurance Representative
Address/Phone/Emall
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who James L. Buckner, P.E. @ CBUCK, Inc.
developed the Evaluation Report
Florida License PE-31242
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL17022 R2 COI Cert0fIndeo.Dd
Referenced Standard and Year (of Standard) Standard Year
TAS 125 2003
UL 1897 ^Py 2004
L 2006
Equivalence of Product Standards E C %I-
ki K
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Florida Building Code Online
Page 2 of 3
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
07/02/2015
07/02/2015
07/09/2015
08/18/2015
Summary of Products
FIL #
IModel, Number or Name
Description
17022.1
I
(1) 5-V Crimp
26 Gauge Steel, Lapped Roof Panel, Mechanically Attached to Wood
Deck.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R2 II I 5VCrimp 26ga WoodDeck EVALREPORT.yd
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-101
Evaluation Reports
Other: Refer to evaluation report for
FL17022 R2 AE 1 5VCrimp 26cia WoodDeck EVALREPORT.Pd
Created by Independent Third Party: Yes
conditions and limitations of use. Refer to
manufacturer's installation instructions as a
supplemental guide for attachment.
17022.2
(2) 5-V Crimp
0.032" Aluminum, Lapped Roof Panel, Mechanically Attached to Wood
I
Deck.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R2 IT 2 5VCrimo 032Alum WoodDeck EVALREPORT.r)d
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/Al-168.5
Evaluation Reports
Other: Refer to evaluation report for
FL17022 R2 AE 2 5VCrimo 032Alum WoodDeck EVALREPORT.pd
Created by Independent Third Party: Yes
conditions and limitations of use. Refer to
manufacturer's installation instructions as a
supplemental guide for attachment.
17022.3 (3) 1.5" Mechanical Seam
2" Rib Height, 16" Wide, 24 Gauge Steel Roof Panel Mechanically
I
Attached to Wood Deck.
Zimits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R2 11 3 1.5
Approved for use outside HVHZ: Yes
MechSeam 24cia WoodDeck EVALREPORT.yd
Impact Resistant: No
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Design Pressure: +N/A/-191
Created by Independent Third Party: Yes
Other: Refer to evaluation report for
Evaluation Reports
conditions and limitations of use. Refer to
FL17022 R2 AE 3 1.5
manufacturer's installation instructions as a
MechSeam 24aa WoodDeck EVALREPORT.pdf
supplemental guide for attachment.
Created by Independent Third. Party: Yes
17022.4
(4) 1.5" Mechanical Seam
2" Rib Height, 16" Wide, 0.032" Aluminum Roof Panel Mechanically
I
Attached to Wood Deck.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL17022 R2 11 4 1.5
Approved for use outside HVHZ: Yes
MechSeam 032Alum WoodDeck EVALREPORT.pd
Impact Resistant: No
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Design Pressure: +N/A/-191
Created by Independent Third Party: Yes
Other: Refer to evaluation report for
Evaluation Reports
conditions and limitations of use. Refer to
FL17022 R2 AE 4 1.5
manufacturer's installation instructions as a
MechSeam 032Alum WQodDeck EVALREPORT.nd
supplemental guide for attachment.
Created by Independent Third Party: Yes
17022.5
(5) 1" Nall Strip
1" Rib Height, 16" Wide, 26 Gauge Steel Roof Panel Mechanically
LAttached to Wood Deck.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL17022 R2 11 5 1NallStrip 26cia WoodDeck EVALREPORT.I)d
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N,AI-97.25
Evaluation Reports
Other: Refer to evaluation report for
FL17022 R2 AE 5 INailStrit) 26cia WoodDeck EVALREPORT.odf
Created by Independent Third Party: Yes
conditions and limitations of use. Refer to
http://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDqv2aBQpHpQQ... 11/5/2015
Florida Building Code Online
Page 3 of 3
Imanufacturers installation instructions as a
supplemental guide for attachment.
17022.6
(6) 1" Nall Strip
I" Rib Height, 16" Wide, 0.032" Aluminum Roof Panel Mechanically
Attached to Wood Deck.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL17022 R2 11 6 INailStrip 032AIum WoodDeck EVALREPORT,I)d
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure, +N/Al-78.5
Created by Independent Third Party: Yes
Evaluation Reports
Other: Refer to evaluation report for
FL17022 R2 AE 6 lNailStrip 032AIum WoodDeck EVALREPORT.odf
Created by Independent Third Party: Yes
conditions and limitations of use. Refer to
manufacturer's installation instructions as a
supplemental guide for attachment.
17022.7
(7) 1.5" Nail Strip
I
Rib Height, 19" Wide, 26 Gauge Steel Roof Panel Mechanically
UAttached to Wood Deck.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R2 11 7 1.5NallStrip 26ga WoodDeck EVALREPORT.od
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. #31242
Approved for use outside HVHZ: Yes
Impact Resistant: No
Des gn Pressure: +N/A/-63.5
Created by Independent Third Party: Yes
Evaluation Reports
Other: Refer to evaluation report for
conditions and limitations of use. Refer to
manufacturer's installation Instructions as a
FL17022 R2 AE 7 1.5NaiIStrIo 26ga WoodDeck EVALREPORT.Dd
Created by Independent Third Party: Yes
I
supplemental guide for attachment.
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-182
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not
send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8SO.487.1395.
.pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public
record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.
To determine If you am a licensee under Chapter 455, F.S., please click here
Product Approval Accepts:
go 987 M E
Credit (;irri
- -57AFE
hftp://www.floridabuilding.org/pr/pr�_app_Atl.aspx?param=wGEVXQwtDqv2aBQpHpQQ... 11/5/2015