HomeMy WebLinkAboutSUBMITTED PAPERS_1ALL APPLICABLE INFO ML
Date: 01/06/2015
Planning and Development
Building and Code flegulati
2300 Virginia Avenue, ForT
Phone: (772) 462-1553
BE COMPLETED FOR APPLICATION TO BE ACCEPTED
SCANNED Permit Number:
BY
St. Lucie County
Building Permit Application
Division
rce FL 34982
K: (772) 462-1578 Commercial Residential X
PERMIT APPLICATIOI�
FOR: Plumbing
PROPOSED IMPROVE
VIENT LOCATION:
Address: 7320 Reserve Clk Dr. Port St. Lucie
Legal Description: Reserve keek Parcel 5, Lot 24
Property Tax ID #: 3322-60, -0044-000-3
Site Plan Name:
Project Name:
Setbacks Front Back. Right Side:
DETAILED DESCRIPTIIN OF WORK:
Replace 50 gallon ele4tric low water heater (like to like)
Left Side:
Lot No. 24
Block No.
CONSTRUCTION INF
RMATION:
AdditionalwoTk1obPnerformed
EIHVAC
under this permit — check
E Gas
11
apply:
Shutters
El�rindows/Doors
G
is Tank Piping
Electric
PI
umbing OSprinklers
Generator
Roof
Total Sq. Ft of Construction
S . Ft. f First Floor:
Cost of Construction:$ 80
00 Utilities: —Sewer[--] Septic
Building Height:
OWN ER/LESSEE:
CONTRACTOR:
Name Daniel Sullivan
Address: 7320 Reserve Creek
City: Port St. Lucie
Zip Code: 34986
Phone No. 466-08B8/577-1 E
E-Mail:
Fill in fee simple Title Hold
from the Owner listed a bc
Name: GaryW.Zanello
Dr.
Company: Port St. Lucie Plumbing, Inc.
State: FI
Fax:
Address: 6907 Heritage Dr.
city: Port St Lucie State: FI
Zip Code: 34952 Fax: 772 489-9126
Phone No. 772 468-6524
88
2r on next page [ if different
ve)
E-Mail: POrtstiucieplumbing@gmaii.com
State or County License: CFC058025
If value of construction is $25po or more, a RECORDED Notice ot mmencement is requirea.
�'d 9Z 1,6-69t ZLL buiqwnld 9ion-l'16 �POd 89010 9 1, 90 uer
.StipPLEMENTAL CON
iTRUCTION LIEN LAW. INFORMATION:
INE—SIGNER/ENGINEER:
Name:
Address:
City:
Zip: Phone
Not Applicable
MORTGAGE COMPANY: Not Applicable
Name:
Address:
State:
City: State:
Zip: Phone:
FEE SIMPLE TITLE HOLDER:
Name:
Address:
City:
Zip: Phonei
Not Applicable
BONDING COMPANY: Not Applicable
Name:
Address:
City:
Zip: Phone:
I certify that no work or instaQation has commenced prior to the issuance of a permit.
St. Lucie Coun makes no rep resentation that is granting a permit will authorize the permit holder to build the subject structure
17.
which is in co I I eict with any a� �plicable Home Owners Association rules, bylaws or and covenants that mayhiiestrict or prohibit such
structure.P,leas consult with your Home Owners Association and review your deed for any restrictions w ichmayapply.
In consideration of the grantir g of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the a pprm ed plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit pplications are exempt from undergoing a full con currency review: room additions,
I
accessory structures, swimmii g pools, fences, walLs, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: V ur faflure to Record a Notice of Commencement may result in your paying twice for
improvements to your pi perty- A Notice of Commencement must be recorded and posted on the jobsite
before the first inspectio p. If you intend to obtain financing, consult with lender or an attorney before
commencinR work or recording your Notice of Commencement.
STATE OF FLORIDA
COUNTY 0117sz�i-
The lot oing instrug?Ant was
this 0 day of JQFIpQ
Gary W. Zanello
(Name of person a7kn
(Signature of Notary Public -
Personally Known X I
Type of Identification Produ
Commission No. EE107316
Revised 07/15/2014
�ssee Siin a Cu r6& Co n tocifo r/Li c e n se H old e r
STATE OF FLORIDA
COUNTY OF SL—.
rknowledged before me The forgoing instrument was acknowledged before me
20 -It by this Ds day of January 20 1 _jA-by
Gary W. Zanello
g (Name of person acknowledging
117�, Aw,,�, A�4-
ate of Florida I (Signature of Notaq Publi cla)
Produced Identification Personally Known x OR Produced Identification
E3jgIWR Type of Identification Produced Danielle Eli-glin
1ISSIONfEE10731.5
-_-_G0W%SI0N9EE107315
slon No. EE107315 '4[SMt�S: AUG. 25,2015
commis
RES: AUG. 25,2015
WWAARONNOTARYwa
vkywA4RoNNo--ARycon,
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
—COMPLETE
INITIALS
Z,d 9Z 1,6-69t, ZZL buiquunld 9ion-I 'IS 110d 1390:Z0 9 1, 90 War
OFFICE USE ONLY:
DATE FILED:
REVISION FEE.
LOCATION/SITE
ADDRESS:
PERMIT # �54-
RECEIPT # —1110�
PLANNING & DEVELOPMENT SERiR t
BUILDING & CODE REGULATION DIVISION
2300 VIRGMU AVENUE
FORT PIERCE, Fl, 34982-5652
(772) 4624553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECTINFORMATION
2. DETAILED DESCRIPTION OF pROjECT.,
RE VISIONS: . A'
3. CONTRACTOR
4.
5.
STATE of FL REG./CERT. #:.. ST. Lt
BUSINESS NAMIE:
QUALIFURSWAMM:
ADDRESS:
CITY: STATE:
PHONE (DA
YTUKE4��,�/ FAX:
OVMR/BUILDER INFORMATTON:
NAMM:
ADDRESS:
CITY:
PHONE:
ARCHITECT/ENGINEER.
NAAM:
ADDRESS:
CITY:
PHONE (DAYTDM):
ST. LUCIE C-'--)'Jf4TY
BUILDING PilVi'�S!0N
rep 'q
REVIEWFL2
DATE-__
PL.AAS AM.) PF.PMIT
�iC, Krll!�T ON J08 On
WILL PA MAIJP.
. M
291&� ZIP.
STATE: ZIP:
FAX:
STATE:
FAX:
rl- -a-
ZIP:
RP777
2? �Ji' 426,17
Lucik� Couraly, FL,
Planning & Development Services Department
Building &Regulations Division
Product Review Affidavit
Building Permit # 1502-0027 Owners Name Ne , wman Residence Applicant:
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
Windows
+50/-66 psf
+70/-100 PSf
CGI
SERIES 238
NOA 15-0512.19
4
1/4" ELCO SS4 CRETE-FLEX TO CONCRETE
Mullions
+49/-62 psf
+64 psf
CGI
CLIPPED
NOA 16-0218.04
N/A
1/4" ELCO SS4 CRETE-FLEX TO CONCRETE
Fixed Glass
+50/-65 psf
+65/-65 psf
CGI
SENTINEL 130
NOA 15-0413.03
5 .1/4"
ELCO SS4 CRETE-FLEX TO CONCRETE
Block Glass
N/A
Skylights
N/A
Sliding Glass Doors
+43/-53 psf
+60/-60 psf
CGI
SENTINEL 150
NOA 15-0619.06
A
1/4" ELCO SS4 CRETE-FLEX TO CONCRETE
Swing Type Doors
+46/-58 psf
+65/-65 psf
PLASTPRO
FIBERGLASS
FL 14184-R3
N/A
1/4" ITW SCREWS TO CONCRETE
French Doors
+46/-52 psf
+76/-76 psf
CGI
SENTINEL 160
NOA 14-1015.04
A
1/4" ELCO SS4 CRETE-FLEX TO CONCRETE
Garage Doors
+43/-54 psf
+52/-58-psf
DAB
FD-750
NOA 16-0629.16
N/A
3/8"x2-3/4" HILTI SLEEVE ANCHOR TO CONC.
Hurricane Protection
N/A
Roof Ventilation
N/A
Roofing Material
-115 psf
A 22 psf
EXTREMEME.TAL
5VMETALROOF
NOA15-0309.10
N/A
#9 HEX -HEAD WOOD SCREW w/ WSW, SCREWED TO PLYWOOD
W .11
Revised 07/22/2014 sammar
I have reviewed the above compojfrgj[� cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
�0 /� seal
Name: RANDALLSTOFFT Signature:
L V
_(540
ARCHITECT %Ago FL-0011105 VAky-Xo- -If�
Design Prof. Cert. No. Date:
R W R W Building Consultants, Inc.
Consulting and,Enginecring Services for the Building Jndustry
C PnBoxj136vahico,rL33595 PhoneS13.659.9197
Florida Board otPmfesslonal Engine-3 Ctdifinte O1`A'U111OriZaTiOn ND,9313
Product
Category
Sub Category
Manufacturer
ProductNarne
Swinging
Thorma Tru corporation
310" x,8*0"
Exterior
Exterior Door
118 Industrial Driva
"Smooth Stay'
Doom
Assambf , lea
Edgerton, OH 43517
Fiberglass Single Door
Phone 419.298.1740
Inswingloutswing"Impacr
Scope, This is a Product Evaluation report Issued by�R W Building Consultants, Inm and Lyndon,F. Schmidt, P.E,j6TTharma,Tru
Corporaflon:,based on Rule Chapter No. 9N-3, Method IGO the State of Florida Product Appro" Val, Oepartmentof'Busine
A 'Professional Regulation,
OEM I
L1rr:i1bt1bns:�-
1. *S product has been evaluated and is in q0nipliante with the 2010 Florida Building Code (FbC� stru -uirement ex luding the
clu rat req C
"High Velocity �Hurir[pano Zone" (HVHZ).
2. Product anchomshall be as listed and,spaced as shown on details. Anchor embedment to base Material shall be beyond wall dressing
or stucco.
3. When used, in areas requiring wind,bome debris protection this product compli6s,with Section 1609J.Zof the FJSC�arid does not
require:an idipact resistant covering, This product masts missile -level 'Varid excludes Wind Zone 4 69 defined in ASTM'EI998k and
Sec:Uon 1609.1.2.4 of the F8C.
4- For 2rx stud fraining construction, anchoring of these units shall be the same as that shown for 2x buck masonry construct! I on.
5. Site conditions that deviate from the, details of drawing 5 'fecluiria . further engineering anal
ysis by a licensed. engineer or
registered architect. �� - � I
6. See,drawing FL-5891.5 for size and design pressure limitations';
SupporghgDocumenis:
TestStandard
'EtG01-741AQ101.0 TAS 202-94
CTLA 980W 15STO I �-99
Testing Laborato Signod-b
ETC Laboratories Wendell W. Hanqy, P.E.
Ceilifed Testinq Laboratories Ramesh Patel, P.E.
2. Drawing No.- RM2Lrod_by Signed &Sealed by
No. FL-5891.-.5 I1W Building Consultants, I= (CA #681�) Lyndon F. Schmidt, P.E.
3. !Pg_lculatlons Propared.by. Slqned&Sealedby
Anchoring RW Building Consultants, Inc. (CA 99813) Lyndon F.-Schmidt' P;F-
4. Ouality Assurance
Certificate of Participation issued by National Accreditation and Management Institute, certifyingthat Therma Tru
Corporation is manufacturing products within a quality assurance pro m that complies with ISO/IEC 17020 and
gra
Guide-53'.
Lyndon F. Schm ' ld4 P.E.
FL PE No. 4NO9
PF 863 Sheet 1 of I W*12012
RANDALL E. STOFFT AK-',I"H1TECT3q PJL
AA#W3379 ARN0011105
APPROVED REVISE& RESUBMIT
APPROVED AS CORRECTED REJECTED
This review lo only for general conformance with the design concept of the
project and general complianG3 With the infoirmation given in thecontract
d-ocuments.CO.q-.cfior.so,�c,,)mmc,p,ts m-7decn �,a shcpdrawings during
this reviviv do not cl pv� 1n.-ithlieroquire-
rrAihs of the p�a!-,s Ft:-�-
.,,.j :: :, vE:
include apprcv.v, c-I'Ln
tractor 1 raaP0;-3:,,.!!e fmr.
job 5;10; In"cvIls", n that PCr! E;�-!s
"D
the means, nma C. ax; 1; �;( ......
tion: coCination of ,he vlog,
I, Of 311 OtM tfa-des: Eind ;Jr
in 8 safe M. d 58tisfaclory manner.
DATE: 06 BY:
NO Ja_
AFTA
Mai a
Wk
ot
WARM
...........
aa
I
MIAMI-MDADE MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Stree� Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315--2590 . F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.govleconomy
PGT Industries, Inc.
1070 Technology Drive,
Nokomis, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER—
Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section On 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 Hur ricane Zone.
DESCRIPTION: Series "FD-750" Outswing Aluminum French Door w/ Sidelites — L.M.I.
APPROVAL DOCUAIENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impaef',
sheets I through 12 of 12, dated 12/23/04, with revision "F" dated 05/05/16, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section
Revision stamp with the Notice of Acceptance number and Expiration date by the IvEami—Dade County
Product Control Section.
WIISSILE IWACT RATING: Large and Small Missile Impact Resistant
IA13ELING: 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 other -wise
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
f6flowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 14-1117.05 and consists of this page 1 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 Jorge M. Plasencia, P. E.
&WM= J� NOA No. 16-0629.16
MIAMI-DADECOULMM Expiration Date: February 24, 2020
MEW Approval Date: July 28,2016
Page 1
RANDALL Ell STOFFY ADMITECT39 PA
AAM03379 AFMO11105
UfAPPROVED REVISE& RESUBMIT
r
0 APPROVED AS COREECTED REJECTED
This reviowi� only for general conformance with the design concept of the
prcj�ct and general compliance with the information given in the contract
docurneents. Corrections or cornmants msde on the shop diawings during
this rov'faw do not relieve N contmctor from compliance with the require-
mnalo% ol the pllans and specificaflons. Approval of a specific item shall not
ir1cludo approvat.of an asssembly of which the Rem is a component. Con-
trao.x iE; rospoisible Dimensions to ba cci-,knisd and correlated at the
job IrIfl-m3lion that partair-3 solely to the fabrication processes or to
the means, nnahods, toctiniques, squencas and procedures of construc-
tion: coordinakon ofthe work Giall other trades: and for performing all work
in a safe and safisfaci� manner.
DATE: 1)
,610-
BY: fm
t
MIAMI- MIAMI-DADE COUNTY, FLORIDA
Rork., 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) 31-5-2599
NOTICE OF ACCEPTANCE (NOA) www.mismidadt.gov/economy
PGT Industries, Inc.
1070 Technology Drive,
Nokomis, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER—
Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and 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 "FD-75019 Outswing Aluminum French Door w/ Sidelites — L.M.I.
APPROVAL DOCUAUNT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impaef',
sheets I through 12 of 12, dated 12/23/04, with revision 'T" dated 05/05/16, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section
Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County
Product Control Section.
NIISSELE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufactur&s name or logo, city, state,
model/ series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the -request of the Building Official.
This NOA revises NOA No. 14-1117.05 and consists of this page 1 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 Jorge M. Plasencia, P. E.
NOA No. 16-0629.16
Expiration Date: February 24,2020
Aq1tV. Approval Date: July 28,2016
FLJI-, L F, C 0 PY, Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted underprevious NOA No. 09-1028.10)
2. Drawing No.. 8000-11, titled "Alum. French Door & Side Lites, linpact", sheets 1
through 12 of 12, dated 12/23/04, with revision "F" dated 05/05/16, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P. E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
2. Testreportson: 1) Air Infi1tration 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 FBC 2411.3.2. 1, and TAS 202-94
along with marked —up drawings and installation diagram of an aluminum sliding glass
door using a low sill threshold, glazed with 7/16" laminated glass, prepared by
Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09,
signed and sealed by Julio E. Gonzalez, P. E.
(Submitted underprevious NOA No. 09-1028.10)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) 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 doors of
OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-4921, dated 07/17/06, signed and sealed by Edinundo J. Largaespada, P. E.
(Submitted underpreviousNOA No. 05--0419.03)
Jorge M. Plasencla, P. E.
,'�Product Control Unit Supervisor
NOA No. 16-0629.16
Expiration Date: February 24, 2020
Approval Date: July 28,2016
B-1
PGT Industiries
NOTICE OF ACCEPTANCE: EVIDENCE SUBN11TTED
B. TESTS (coNTmmD)
4. 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
4) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum doors of
OXXX configuration, - prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FMA527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted underprevious NOA No. 05-0419.03)
5. 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 FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum doors of
OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, both signed and sealed
by Edmundo J. Largaespada, P. E. (Submitted underprevious NOA No. 05-0419.03)
6. 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 marked -up drawings and installation diagram of an aluminum doors of
XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s V17,4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated
09/01/04, all signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted underprevious NOA No. 05-0419.03)
7. 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 an aluminum outswing
French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FT"312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010
and FBC 2014, 5th Edition, prepared by manufacturer, dated 10/11/11, signed and
sealed by A. Lynn Miller, P. E.
(Submitted underprevious NOA No. .14-1117.05)
2. Glazing compliis with ASTM E1300-04/ 09
,,,"Jorge A Plasencia, P. E.
Pfroduct Control Unit Supervisor
NOA No. 16-0629.16
ExpirationDate: Febmary24,2020
Approval Date: July 28,2016
E-2
PGT Industries I
NOTICE OF ACCEPTANCE: EVEDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTMCATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite PVB Glass Interlayer" dated 02/19/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (AU)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers, with
PET Core" (formerly Saflex Keepsafe Maximum) dated 06/19/14, expiring on
12/11/18.
3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA)
for their ."Saflex HP Clear or Color Glass Interlayers" (formerly Vanceva) dated
06/19/14, expiring on 04/14/18.
F. STATEMENTS
1. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FrL-8968.
3. Statement letter of conformance to FBC-2010 and complying with FBC 5'11 Edition
(2014), issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller,
P. E.
(Submitted underprevious NOA No. .14-1117.05)
4. Statement letter of no financial interest, issued by manufacturer, dated I 1/o6/14,
signed and sealed by A. Lynn Miller, P. E.
(Submitted underprevious NOA No. 14-1117 05)
5. Laboratory compliance letter for Test Report No. FTL-5941,. issued by Fenestration
Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E.
(Submitted underprevious NOA No. 09-1028.10)
6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq
Chanda, P. E.
(Submitted underprevious NOA No. 09-1028.10)
7. Laboratory compliance letter for Test Reports No.'s FTL4921, dated 07/17/06,
FTL-4527, dated 02/10/05, FT1,4528, dated 02/14/05, FTL4315, dated 09/13/04,
FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL4311, dated 09/01/04
and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc., all
signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted underprevious NOA No. 05-0419.03)
�A�®rge M. Plasencia, P. E.
Mduct Control Unit Supervisor
NOA No. 16-0629.16
Expiration Date: February 24,2020
Approval Date: July 28,2016
E-3
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS
1. Notice of Acceptance No. 14-1117.05, issued to PGT Industries for their Series "FD-
750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 02/19/15
and expiring on 02/24/20.
M. Plasencia, P. E.
Predu'et,&ntrol Unit Supervisor
NOA No. 16-0629.16
Expiration Date: February 24,2020
Approval Date: July 28, 2016
E-4
NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S)
1. GLAZING OPTIONS:
A. 7/16'LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF W16' FEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT
BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM.
B. 7/16* LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM.
C. 7/16'LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 311V HEAT STRENGTHENED GLASS WITH AN.076 VANCEVA INTERLAYER.
D. 7/16"LAMI CONSISTING OF (2) LITES OF 3116- HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERL-AYER.
E. 7/8'LAMI I.G. CONSISTING OF (1) LITE OF 3116' TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16' A,.090 PVB, 3/16' HS).
F. 718'LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 114- AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3116- HS,.090 PVB. 3116- HS).
G. 7/8"LAMI I.G. CONSISTING OF (1) LITE OF 3/tG' TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY 114SIDE
(3116- A,.075 VANCEVA, 3/1 (r HS).
H. 718'LAMI I.G. CONSISTING OF (i) LITE OF 3116- TEMPERED GLASS OUTSIDE, 1/4' AJR SPACE AND (1) 7116- LAK41 GLASS ASSEMBLY INSIDE
(3/16- HS,.075 VANCEVA, 31115' HS).
2. DESIGN PRESSURES: TABLE 1, SHEET 3.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02.
CONFIGURATIONS: 2�, a, M. X0 �X, X)O(, XXO, OXX. OXO, XXXXXXXO, a)=, OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR RILL JAMB SIDE LITE.
ANY Two ADJACENT X UNITS CAN BE EITHER IWO SINGLE, X DOORS OR A DOUBEE: �XX DOOR BdTH USING EITHER THE STANDARD OR THE LOW-RISE SILL THE
FRENCH DOOR ASSEW-BLY BEAM IS USED TO ASSEM13LE A. �, AND
0 UNITS TO MAKE THE ABOVE CONFIGURATIONS.
ANCHORAGE: THE 331/31/. STRESS INCREASE RAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11.
SHUTTERS ARE NOT REQUIRED.
6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE
INTERICR AND EXTERIOR WITH CONTRACTORS SEALANT.
7. REFERENCES: TEST REPORTS: FTL-431 1, FTL-4312. FTL-431 5, FTL-4527, FTL-4628, FTL-4529, FrL-4s3c, FTL-4921 AND FrL-5941.
ANSI)AF&PA NDS-2005 FOR WOOD CONSTRUCTION
ADM-2005 ALUMINUM DESIGN MANUAL
THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVH4
STANDARDS USED:
62014 FLORIDA BUILDING CODE (FOC), STH EDITION
ASTME13OD-0
ANSLAF&PA NBOS-2012 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, ADW2010
-AISI-SIM-071$2-2010
NOKOMIA Fl. 34M
P.D. HaK log
NOVO" FL 34274
'ENERAL NOTES AND DRAWING MAP
�LUM. FRENCHDOOR & SIDE LITES, It
FD7M JF�L� 1 -12 j"8000-11
NOA DRAWING MAP
TOPIC SHEET
GENERALNOTES ............
1
CONFIGURATIONS ...........
1
GLA23NG DETAILS ...........
2
DESIGN PRESSURES
3
ELEVATIONS ....................
4
VERT. SECTIONS .............
5
HOR.17- SECTIONS ........ ..
6
PARTS LIST ......................
7
EXTRUSIONS ...................
8-9
ANCHORAGE ....................
10-1,
PRODUCT REVISED
In with th FI rtda
oy a
;:=% 0
NOA-No. 16-0629.16
Expiratlon Date 0212412020
By
Miami -Pa
,,O�Iuct Control
V%
No. am
51
;rS OF
F'jOR%p
... ........
LYNN AWER, P.E.
FL P.E.# 55705
7/16"NOM. 7/16"NOM.
3116'ANNEALED OR HEAT STRENGTHENED GLASS W16"ANNEALED OR HEAT STRENGTHENED GLASS
.090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE INTERLAYER
MAXIMUM PVB INTERLAYER :::_.075* VANCEVA
3116" HEAT STRENGTHENED GLASS m6"HEAT STRENGTHENED GLASS
191 OR 92) 193 OR 94)
EXTERIOR I I NI INTERIOR
GLAZING DETAIL SETTING BLOCK
7/16" LAMI GLASS W/ PVB INTERLAYER
--� 718"NOM. [--
5/8' GLj
EXTERIOR I I \� I INTERIOR
GLAZING DETAIL SETnNG BLOCK
7/16" LAM I GLASS W/ VANCEVA INTERLAYER
---q 7/8'NOM. 1--
3116" TEMPERED GLASS
AIR SPACE
3/1 WANNEALED OR HEAT
STRENGTHENED GLASS
.090- DUPONT BUTACITE OR SAFLEX(
KEEPSAFE MAXIMUM PVB (NTERLAYER
3116' HEAT STRENGTHENED GLASS
95 OR 96
BIB.
3/16"TEMPERED GLASS
AIR SPACE
3/16"ANNEALED OR HEAT
STRENGTHENED GLASS
.075 VANCEVA INTERLAYER
3/16' HEAT STRENGTHENED GLASS
97 OR 98
90
EXTERIOR INTERIOR EXTERIOR N I INTERIOR
SETTING BLOCK SETTING BL06K
GLAZING DETAIL GLAZING DETAIL
7/8" LAMI I.G. GLASS W/ PV13 INTERLAYER 7/8" LAW I.G. GLASS W/ VANCEVA INTERLAYER
— DETAILS
[J� G
ALUM. FRENCH DOOR & SIDE LITES, Z
P�aEqxlm
NaWPA% Fl. 3W4
M760 I FUL4 2 . 12 8000-11
mom LT.
PRODUCT REVISED
as com= with the Florida
8 lidin 4
" ' a
.oA-N.. -moums
Expiration D2to 0212412020
13Y
Mlarfil 349ft Pmduct Contml
Table 1. MaAmum Desion Pressures (Dsf)
Configuration
Width (in)
Allowed
Glass
Types
Height (In)
79 3/4!' (6)
83 314" (7)
87 31V
913147
95 314!' (8p)
French
x
37" (30)
A,E
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
Door
W
713/4" (6")
A,E
1
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-1130.0
+100.0
-100.0
+100.0
-10D.0
Full
Jamb
36 11/16"
AIE
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80� 1 0
C,G
+loo.o
-loo.o
+loo.o
-loo.o
+ioo.o
-loo.o
+10c.ol
-icox
+100.o
1
-lo6.o
30 11/16"
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
4001.0
Sidelits
Naffow
Jamb
33 11/16"
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+'100.0.
-100.0
+97.4
-97A
36 11/16"
A, B, E, F
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C.G
+100.0
-100.0
+99.9
-99.9
+95.3
-95.3
+91.4
-91.4
+87.9
-87.9
D,H
+100.0
-100.0
+100.01
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100'.0
i a. uiass I voe ana 1 ESI KeIDOrt NumDer
A - 7/16- LAMI (3116"A,.090 PVB, 3116-HS)
FTL-43111 4312, 4315
B - 7/16- LAMI (3116"HS,.090 PVB, 3/16-11S)
UPGRADE FTL-4311, 4312, 4315
C - 7/16- LAM[ (3116"A,.075 VANCEVA, WSW)
FrL.4527, 4528, 4529,4�30
D - 7/16- LAM[ (3/16'HS,.075 VANCEVA, 3116'HS)
UPGRADE FTL-4527, 4528, 4529, 4630
E - 7/8' LAW I.G. (3116-T. 1/4!'AIR SPACE, 3/16-A,.090 PVB, 3/16"HS)
FTL-431 1, 4312, 4il 5
F - 7/8" LAMI I.G. (3/16-T, 1WAIR SPACE, 3/16'HS,.090 PVB, 3116-1-18)
UPGRADE FTL-43111, 4312, 4315
G - 718- LAM[ I.G. (3/16-7, 1/4' AIR SPACE, 3/16-A..075 VANCEVA, 3116-HS)
FTL-4527, 4528, 4529, 4530
.H - 7/8' LAW I.G. (3/16"T, 1/4" AIR SPACE, 3116'HS,.075 VANCEVA, 3/16-HS)
UPGRADE FTIL-4527, 4528, 4529, 45301
NG
OVERHANG
T LENrGTH
OVERHAN�jGa:
HEIGHT 0
0
L
NOTES:
1. IF USING THE OPTIONAL LOW-RISE SILL
(PART 10. SHEET 8 OF 12). THE
OVERHANG LENGTH MUST BE GREATER
THAN OR EQUAL TO THE OVERHANG
HEIGHT (SEE DIAGRAM). IF NOT, THE
MAXIMUM POSITIVE (+) DESIGN
PRESSURE IS LIMITED TO +50.0 PSF FOR
ALL STYLES AND SIZES OF THE DOOR
AND ANY ADJOINING SIDELITES. (REF.
FTL-5941)
PRODUCT REVISED
as compla .1th the M11d,
:Oil, a
OA-Mo. 16-0629.16
Expiration Date 02124/2020
my
01121e��FWd-tr-UWJ-
ax
. Fu
DESIGN PRESSURES
ID707
Pff
ALUM. FRENCH DOOR & SIDE MES, IMPACT
Ro. BOX IM9 n- M
�ar NOKOhMF134274 NTS 3 , 12 1�-Q-8000.11 I- A LYNN ILI�R,P.E.
Pic F FL P.E.# 68705
r-73 13116' MAX WIDTH
95 3/4'
MAX
HEIGHT
ALL
79 1/8*
MAX
DLO
OX OR X-0
MAX WIDTH
I 10 518" MAX. WIDTH
21 r-71 39' MAX. WIDTH
D=X
OX0
145 3/8'MAX WIDTH
21 r-71 39' MAX. WIDTH
D=X
OX0
145 3/8'MAX WIDTH
7
OXXO (SHOWING: EACH VERSION SI
I —
MAXWIDTH-1
333/16.
i--AAAY ni n--i
th
Expiration Date 02124/2020
Mlmmi;9Pft Produck Contwl
x xx g(FULLJAMB) 0 (NARROW JAMB)
NOTES:
1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION.
2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11.
3. FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 6.
NOKOW. FL s.
p.aBmfmv ZUK FRENCH DOOR & SIDE LITES, IMPACT
'FD750 l;Ml 4 - 12 1" MOCIll I F
VERTICAL SECTION A
NARROW AND FULL
JAMB SIDE LITE HEAD
MAX DLO
EXTERIOR
VERTICAL SECTION C
NARROW AND FULL
JAMB SIDE LITE SILL
INTERIOR
VERTICAL SECTION B
OUTSWING HEAD
4 OR 7
ORIGINAL VERSION TOP RAIL
ALTERNATE VERSION TOP RAIL -
MAX. DLO
VERSION BOTTOM RAIL
ALTERNATE VERSION BOTTOM RAIL
VERTICAL SECTION D
OUTSWING SILL
ALUM. FPMVCH DOOR & SIDE LIMS, IMPACT
I-". -
1 —pv7w 1-112 1-6 .12 8000-11 1 F
PRODUCT REVISED
the Florida
HOA-1,11c. 16-0829.16
Expiration Dato 02/2412020
By
rmaml--"Product ConFo-1
RZ01 i, k If -I V-1:10 ire =F-1w 0 &"11111211 k I
DETAIL G STILES AT ASTRAGAL
\-�. DETAIL H
LITE
DETAIL K
HINGE JAMB TO HINGE JAMB
. (NOT SHOWN ABOVE)
Jvaww4fuum
P.Q.80XIIN
NOKCAM n 3W4
M1
UL I AIL �-
FULL JAMB SIDE LITE
(AT HINGE JAMB) EXTERIOR
L 10
PRODUCT REVISED
as complying with tho Fladda
G)— 16.0629.16
10'
<7 Expimtlon Date 02J2412020
DA-N
gy
Frommi vanurm
70
DETAIL E DETAIL 1
JAMB, FULL JAMB JAMB, NARROW
SIDE LITE JAMB SIDE LITE
THOROONTAL SECTION DETAILS
ALUM. FRENCH DOOR& SIDE LITES, IMPACT
. ji-- 1--ft I A. EYNN'MLCER, RE
712 1 6 - 12 1 8000-11 F FLP.E.#58705
FD750 DOOR(g)
FD750 FULL JAMB SIDE LrM
I
PRODUCT REVISED
a. . p=Mth the Plarlda
Beg
q
NOA-No. 16-0629.16
lb(pfmUon Date 0212412020
]3y_ _ ::�I�
mhrnj�wduvt chtol
-L
Wx
nLm DWGN DESCRIPTMN P61Y
MM
I
DWGNI
M
MCRIPTION
HWlE.HEAlkSRL&3AMB
FGr#
6MM
FRAMENPARTS
M
IRRAME-HEAD&IONGRIAMB
6m
4
6
7
RMS
M
M INSTALLKATE
DRIP CAP
;&�VWYER
fim
&on
4M
—1
2
8003A
0Ur-SYlM=
6MA
3
9W
017-SWINGSBLCDVIR
6wm
SM
DRIP CAP
6M_
8
�
PRAMEASSEMLYSCREW 48 X P PH QUAD
781PQA
5
"PAD. SUL&JAMB WEATIMMRIP M�EOAI I
U833371M
20
8012
S=
a012
6
$007
SCREW COVER
69W
21
9014
TOP RAIL
69D14
7
9009
NgrALLPLATE
6m
22
33
36
So.
—TtRUADEDR0D5qrjgX36'
--
BOTTOMRAM
YEANGEDIRMNUT5116-16
69013
6MDA
799WUTA
a
MMEASMMYS0M#9Xl'FRQU&D
71LPQA
9
SW
ASTRAMLEMSFAL
4=2
10
&m
lour-swiNasim(Low gLm
M58
37
60
SM9
TRUSS aAMP
48 X 3/4' PH SQDRWETEK SCREW
6M78M
DOORPANOG
5
IHFAD. SUl&WMWmmnRS" mcgLahl)
U933371M
2D
9012
IME
M12
62
SM
SMUTEAMBTRN
6m
21
B014
ITOP RAU. CUMEADEDRM MIW
63014
FD750 NARROW
JAM SIDE UTE
22
sou
lwrmmRAnMfREADEDR0DUESW
6013
- I
M
FRAME-MD&SIEL
69OD6
23
9017
ITOPSWEEP
69017
24
8016
IBUMMSWEEP
6goi6
WN
DRIP CAP
25
—1
SWEEP SCREWS, 04 x Irr PmLvA
6
SOM
SCREW OaVER
6w
26
9015
lASTRAGkLAcnvE&lNACn%T
690is
7
SON INSTAILLPLATE
6m
V
8MB
lGEARIEWMIAMBSum
69021D
8
---
FRAMEASSEMBLYSCREW 68XI'VAQUAD
28
8MA
IGPARMNGF.CaVElt
68MA
21
8014
TOP RAIL
68014
29
8011
lGEARKWM BACK41P PLATE
6mis
22
8013
BOTrOMRAEL
M013
30
9019A
]GEAREWEEDOORSIDE
69019A
35
THREADEDRODY16-1SX39
6Tk0DA
31
SW
ICEARONGRER410*
68M5
36
GK)HEXNVrNl6-19
7990 NUTA
n
----4cpARmNmsErscREw#6-n.v4-
37
sm
CEAMP
60"m
33
--�wARRQ�MmT(i
samv 412x314' TRUSS ED.
60
REW 7W4PSl`W
34
--4wARmwrmmsam#]2.lY2-TRUSSIM.
61
WM ISIDEUTENEADMW
6ims
35
—
TUREADEDRODYI&1SX36-
6TRODA
70
2010 IFRAMKJAMB
dolo
36
—
FIANGDIMNUT5116-18
799MiUrA
ASSEMBLYIUT
90
SMB FRENUtDOORASSEMEILYPEAM mm
37
B039
TRUSS aAMP
OD378M
38
BM3
SlSGEAKIATtHMBM%NWA(AMAM
81
39
9030
LOCKELOCK
48M
s;
-----4a72xivrTRHDTEKscREw
40
==LAICHASS!YSCREWSO$XrSSrAILLTRHD
7W0TPAX
--il
&ssmGTRolXItGD(gmr"
84
8056 Isimsimomomp
6980MM56
-8m
42
SAS
STANDARDFLUMBOLTS Wt SS ROD (SUaNAN)
GL&SS, BEADS & SIUCONE
43
SMI
18HDarSOIXGME
4K51
90
—GAENOSMLAXrDOWCDTMG899.98:L99SORBOULVAInqT
7116'LWMTEDCI--M(3/16'ANN-090PVBY16'HS)
44
--AsHourBOLTGME&STOMSaMtMX3lrSSPMLmM
Wownx
45
46
47
SaM
SMaL
RIGIT STRMEPlATHATAFMG4L(ACnVERNM)MM
LEFr-STMM ATAMRAGAL(ACTREBRKWRIGM
SnOMPIATESCREWS 842X3W SS PEULLTRIM
W5110-0sl
W61101AS1
7MUM
92
711G'
IAMINATED GrASS (3119 M-090 PVB, 311G' HS)
VICIAMMM GASS (3n6ANN,0175 VANCEVA. 3116"HS)
_93
94
7116-
IAMINATED CIA SS (3116- HS.,075 VANCUVA, 3/16- M)
48
MKEPLATEMME'SatEw &24X LT Elf
761znrrx
LAMIQ T, 11,V SPAM3116- AbK,090PVA 3n6'Hg)
SM
MRWEPIATEAT HEAD& SML
95
96
7/8'
�7lrL4LMIlQ(N1G'
(NI&
1/4SPACF,3116"Hg.,090PNR9116'Hg)
50
—
HFADSTRUCH SSSSXInPMLFH
795WAX
97
5*
-7/VIAWlG(YlG'T.V4'SPACr
XAMIG MV T, 114' SPAO� 3116- ANN.,075 3/1&'im
%.VI6' H9,075 VANCEVA, 3116. hs)
51
—
STRIKEPIATE S@SULSS8XlnFHHLUNDElXWFH
7SX12PFRL)X 1
52
E041
ACITYRTIUMSErCUMAND
3
WU
PASSlWTRMSET(ASMAlW)
105
8M
BACKBEAD
E17
WA
8014A
STARUMSTEMPASSnIELMCFARMSHLAND)
TOPRAIL(LAGBOLTDEM4)
68014A
106
MA SLBAaUMAD
107
SOMA 7/16*
BEAD
9013A
BDrrOMRAEL aotxprAGM
69013A
108
SWAA 7/9"IGMD
—
sfle.2 IW LAGROM'S
7m6L9oLTx
109
1224
MMRUWSTPCMCK)
m
[Fff.
PARTS LIST
MILLE , R, P.E.
FL P.E.# 58705
ALUM. FRENCH DOOR SIDE LnES, IMPACT
7 -12
la-ftw 8000- 11
F
Fic
062
T-
1.000i
3.636
#8006 6063-T6
FRAME, HEAD, JAMB
AND SIDELITE SILL
r-3.018 —1 —1
T� -- .0501 v
#8009 6063-T5
INSTALL PLATE
.583 5 "L-----0LJL
_3.06—
#8003A 6063-T6
OUT -SWING SILL
1 7
.062
1.376
T 3.636
ὸ 6063-TO
OUT -SWING LOW SILL
1..c
38
—.100
—8.250
#8013 6063-T6
BOTTOM RAIL
050
#8004C 6063-T5
OS SILL COVER
—4.027
1.033 .050j
f v
(�)#8008 6063-T5
DRIP CAP
T.074 -T
Z000
1.498
L ::::074
3.990
#8012 6063-T6
STILE
075
1.938
1.467
1 �3� :I I
I 4A34 . .
(9 #8014 6063-T6
TOP RAIL
.076
1.93E —.100 1,93, T
iA67
—8.250 —4.434
#8013A 6063-T6 #8014A 6063-T5
BOTTOM RAIL, LAG BOLT DESIGN TOP RAIL, LAG BOLT DESIGN
M7E,CW0UWY()RM
NOMOM FL 3WE
P.O.BQXIM9
NOXCUrA FL NV4
1-1.940-1
V��
050-J
1#8017 6063-T5
TOP SWEEP
050
797
T-C. ±22
#8016 65063-T5
BOTTOM SWEEP
.075
0,0 7
=4;-j 1.170
2.544��j
#8d15 6063-T6
ASTRAGAL.
I ALUM. FRENCH DOOR & SIDE UTES. IMPACT I
fv?w 1 112 1 8 -12 1 8000-11
1.160
=7�j .311
.040-J ' -T
#8007 6063-T6
SCREW COVER
PRODUCT REVISED
.s complying with the Florida
Building Code
.OA-N*- 16-0629.16
Expl-ti.n Date 02124/2020
BY
Mlarnll-�Product Control
2.260 075
#8021 B 6063-T6
GEAR HINGE, JAMB
142
.075
01
2.438---�
#8018 6063-T5 @) #8019A 6063-T.16
HINGE, BACK-UP GEAR HINGE, D60R
F .062
3.7n7 -T
050 -1 1.000
.438 1 325
V .125J— -0 T 3.036
#8028 6063-T5 #8056 6063-T4 #8010 6063-T6
SL HEAD TRIM S SUBSILL, OPTIONAL
NARROW SL JAMB
742 [:�
" .353
0721 7
#8020A 6063-T6
GEAR HINGE, COVER
1.812-
-T
1.000
A
#8036 6063-T6
TRUSS CLAMP
.045 041
1-169 r
f5 N - '--- .750 046 2.313
�.442 .96 37 ----1
9,:4 Z51
_f= Ij 1-
.985 818 t-- �117
.050
#8022 6063-TB @ #8026A 6063-T5 @#8023A6063-T5. @#8024A6063-T5 @ #8029 6063-T5
BACKBEAD 91- BACKBEAD 7/16" BEAD I.G. BEAD SL JAMB TRIM
STRUCTURAL
-OLNISOBUTYLrN
WITH DESICCANT
E)Cr. GLASS —V
KODISPACE
4SG TPS
STRUCTURAL
SILICONE
NOM. FOAM
WITH
DESICCANT
EXT. GLASS�
BUTYL
'NOM.
CLASS —INT. GLASS �INI
SUPER BDURASEALO
S SPACER'WNXT- 102 �PACER�
Part #
Description
Material
100
Kommeding 48G TPS Spacer System_
101
Quanex Super Spacer nXr with Hot M
Sea this
Sheet fDr
102
Quanex Duraseal Spacer
Materials
103
Cardinal )L Edge Spacer
NOKOM FL 3075
P.o. E19K imo
NaKDA69 FL 3074
.126 3.251
#8033B 6105-T5
FD ASSY BEAM
KU�t:N I POLYISO- DESICCANT FILL AREA
BUTYLENE — 5111611,10M.
SEAL SILICONE SEAL
ROLL -FORMED
STAINLESS STEEL--\
PRODUCT REVISED
as In,
g with the Florida
EXT. GLASS
13u=% .2.
NOA-No. 16-Om.16
Expiration Date 02124/2020
GLASS INT. GLASS
BY
llllm�� Pmdu�t Central
.
XL EDGEm
SPACER
XTRUSION PROFILES
�UM. FRENCH DOOR & SIDE LITES, IMPACT
�VNN'k :9R, P.E.
112 9 012 7- moo-11 1—� rLP.E.#58705
u F 7u F
" 3. 3
_7 F 7' F _7 F _7 F, ___"'R4 . .... ....
WMIN—X_ HEAD& SILL Y MIN & SILL
EAD
TYP. ANCHOR TYP7�� ANCHOR
CLUSTER CLUSTER
10.571' (TYPICAL) (TYPICAL)
10.571"
MAX.
MAX
O.0
O.C.
JAMB JAMB JAMB
18.500, 18.500,
JAMB
ANCHORS ANCHORS AlqC—H—ORS ANCHORS
HT. OTY MAX. FIT. QTY. HT. QTY. MAX. HT. QTY.
95 3/4' - (5)' O-C- 95 3W - (8) 95314'-(5) O.0 953/4'-(8)
91 3W - (5) 91314" - (8) 91314'-(5) (2) EQ. (3) EQ. 913/4--(8)
--(8)
873/4'-(5) 87 314'�j 87314--(5) SP.TYP. SP TYR 87 3W - (8)
83314'-(S) 83 314" - (7) 83314--(5) 83 3W - (7)
33 (7)
1�4_
L , 3
793/4'-(5) T 79 31W - (7) 79314'-(5) 793/4'-(7)
(
ED
E)
DETAIL A (CONCRETE) DETAIL B (WOOD) DETAIL C (CONCRETE) SEE NOTE 5 DETAIL D (WOOD)
J
REGARDING I
(SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS) APPLICABLITY (2 OR MORE PANELS
ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: OF ENCIRCLED ANCHOR TYPES:
I OR2 20R3 I OR2 ANCHOR 20113
LOCATIONS
ANCHORAGE SPACING REQUIREMENTS:
1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D
A13OVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUSLEXXDOORS, SINGLE X DOQRS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTiPLE-PANEL
INSTALLATIONS OF TWO OR MORE PANELS, UNLESS OTHERWISE STATED. DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS.
2. ANCHOR TYPES: I - 114'ELCO ULTRACON 2 al/4"ELCO SS4 CRETE-FLEX 3 - #12 STEEL SCREW (GS)
CONCRETE SUBSTRATE USE TYPE I AT 1318" MIN. EMBEDMENT OR TYPE 2 AT 13/4EMBEDMENT. 1314"MIN. EDGE DISTANCE FOR BOTH.
WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8'MIN. EMBEDMENT.
S. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE)
PRODUCT REVISED
HEAD AND SILL 6"MAX. FROM FRAME CORNERS.
with tha Flarld2
101=11, 0
JAMBS ..................... ll"MAX FROM FRAME CORNERS, 18.600- MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571' MAX. O.C. WOOD SUBSTRATE (DETAIL B).
NDA-N� 16-0629.16
4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE)
ExpImtIon Date 02/2412020
By 4a�_
HEAD AND SILL 6' MAX FROM FRAME CORNERS, AND AT 3- AND 0' MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4).
rmamPp��rrouuct dontral
JAMBS 1 VMAX. FROM FRAME CORNERS AND 18.500* MAX D.C.
5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE)
HEAD AND SILL 6- MAX. FROM FRAME CORNERS, AND AT 3', 6', 9' AND 12' MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8�
PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4'.
JAMBS ..................... I I'MAX FROM FRAME CORNERS AND 10.571" MAX O.C.
FUT
ANCHORAGE SPACING
A. L"'N MIU:�R, PX_
FL P.E.# 58705
P—d6r.
lom T15cmdowayoRm
IVOMWS, FL 34M
P.O. B" Ims
AMDAM FL 31274
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
FUC
fMM
T.
4SW
FD?W 114 moa-11 I �
CONCRETEANCHOR
WOODAN
114"MAX. WOODANCHOR,
CONCRETE ANCHOR 114"MAX
SEE NOTE I
OPTIONAL
SEE NOTE 2
GROUT SEE NOTE 2
OPTIO
(NOTE 1) GROUT,
11,V MAX
84
1/4"MAX.
SEE
NOTE 5
84
—
SEE
NOTE 5
GROUT
SEE
NOTE 51
L
.SE
N "fE n5
BED. L:."o E ED'
;U"
SEE
1 ITIW7
NOTE 1
NOTE 1
MIN.
2xWOOD,SEE
MIN. OOD, SEE
2xW
NOTE 3
NOTE 3
TYPICAL SIDE LITE SILL
OPTIONAL SIDE LITE SILL
TYPICAL SIDE LITE SILL
OPTIONAL SIDE LITE SILL
(DIRECT TO CONCRETE)
(SUBSILL TO CONCRETE)
(DIRECT TO WOOD)
(SUBSILL TO WOOD)
EXTERIOR INTERIOR
(ALL HEAD & SILL SECTIONS)
EMBED.
3.� k9I'MN.: SEE
114" CONC
%-�:EMBED.
SEE MAX 2XWOOD 13/8' MIN.
SHI�
NOTE I IxWOOD SEE NOTE 3
SEE NOTE 3
"'13 1/4'MAX.
MAX SHIM
SHIM
CONCRETE ANCHOR, SEE NOTE I CONCRETE ANCHOR SEE NOTE 1 —J WOOD ANCHOR SEE NOTE 2—J
PRODUCT REVISED
as c.mpl= with the Fluricia
Building .
TYPICAL DOOR & SIDE LITE HEAD
NOA-No. 16-0629.16
Expiration Daft 02/2412020
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MLAMI-DADE COUNTY APPROVED ELGO 114- ULTRACONS OR 1/4' SS4 CRETE-FLEX. MIN. DISTANCE
Affiand-D froducit Conw@
FROM ANCHOR TO CONCRETE EDGE IS 13/4'% MIN. EMBEDMENT: 1/4"ULTRACON - 13/8'.1/4- SS4 GRETE-FLEX - 1314-. -
2 * FORWOOD APPLICATIONS USE #12 STEEL SCREWSIGS) OR ELCO 1/4' SS4 CRETE-FLEX- 1318- MIN. EMBEDMENT FOR EITHER.
'"
3. WOOD SUCKS DEPICTED AS 1x ARE LESS THAN I M"THICK Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETt WOOD BUCKS
DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED 13Y THE
AUTHORITY HAVING JURISDICTION (AHJ).
4. FOR ATTACHMENT TO ALUM: THE MA*rL SHALL BEA MIN. STRENGTH OF 6063-T5 AND AMIN. OF 118'THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OFA SIZE TO
PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS
. . ....
WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN
ON SHEET 10 MAYBE USED.
6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NOWSHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS)
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE.
[�T.
ANCHOR4GE DETAILS i
A. P.E.
FL P.E.# 58705
piww.-
ow
R�
We 7EChWOLOGYMNE
NCIWWa FL 311275
ROL BOX 129
NOKM(14 FL U274
1
ALUM. F7?FJVCH DOOR a SIDE LITES, IMPACT
lmww—
1—
FD750 12 8000-11
1 114
3;Fw—
FjC
1242301
�my
LT.
Dft
4sm
< EXTERIOR INTERIOR
(ALL SILL SECTIONS)
CONCRETE OPTIONAL
ANCHOR,
OPTIONAL
SEE NOTE 1,
CONCRETE
SHEET'll
WOOD
ANCHOR
WOOD ANCHOR,
ANCHOR
1/4" MAX
SEE NOTE 2,—
SEE NOTE 1, SHEET 11
SEE NOTE 1
114'MAX SHEET 1
2
OR
10
GROUT,
2
�R
0
SHEET11
1/4"MAX
R
1/4'MAX.
2
OR
10
GROUT,
SEE NOTE 5.—]
SHEET I I
SEE NOTE
6, SHEET 11
GROUT
SEE
NOTE 6,
GROUT,
SEE NOTE
5, SHEET ll
SHEET11
2
EMBED. IN.
:n—
EMBEE
1 t ��
�2,vV6'0 I
,,:'3.4KSI
SEE NOTE 1. :*�'.
'.: - :::
SEE N E 1,
13/8"
-
1 3/8"
CONIC i ��
EET11
SHEET I I V R MIN. MIN.
-9H
T I
TYPICAL DOOR SILL OPTIONAL DOOR SILL TYPICAL DOOR SILL
(DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD),
19 MBED EMBED.
SEE SEE CONCRETE CONCRETE
NOTE 1, NOTE1 ANCHOR, ANCHOR, -
SHEET11 HEET� SEE NOTE 1, 1318" SEE NOTE 2,
INTERIOR SHEET'll SHEET11
MIN.
CALL JAMB SECTIONS) ETE
CONCRI
ANCHOR
7.
EXTERIOR
SEE NOTE 1,
SHEET11 3AKSI MIN
CONCRETE
OR 1.6 KS! PRODUCT REVISED
3.4 KSI MIN MIN. CM as.e.plo .1th the Flodda
2x WOOD, Buildim to
CONPREi MOANa. 16-0629.16
SEE NOTE 3,
IxWOOD.
Expiragon Date 02124/2020
SEE NOTE SHEET11
SHEET1
114- MAX, SHIM 114'MAXSHIM—� 114-MAXSHIM-4 Ifliami-Da0bProductControl
TYPICAL DOOR & SIDE LITE JAMB
GE DETAILS
IM TEa'=OGYDRW ANCHORA
NOMOM rLO(275
WOOF ALUM. FRENCH DOOR & SIDE LITES, IMPACT
A.LYW I P.E.
AK lZ2W4 LT. "ZOW 12 - 12 8000-11
FD7M 114 F_ FL P.E4 58705
OPTIONAL DOOR SILL
(SUBSILL TO WOOD)
MIAMI-:DADE) MIAA-11-DADE COUNTY
HqMu PRODUCT CONT90L SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Roorn i08
BOARD AND CODE ADIMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCE PTANCE AOA) wmy.miamidade.goyfeconom
CGI Windows & Doors
10100 NW 25h 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 revie-wed 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 "Sentinel" Unclipped, Extruded Aluminum Tube Mullion - L.M.I.
APPROVAL DOCUMENT: DrawingNo. M10-01, titled "Series Sentinel Unclipped Alum. Mullions",
sheets I through 7 of 7, dated 04/02/10, with revision C dated 02/25/15, 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.
MISSIELE 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 folio -wing statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RE NEWAL 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 Miat-ni-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 and renews NOAH 11-1031.07 and consists of this page I and evidence pages E-1 and
E-2, ag well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 14-1103.09
Expiration Date: September 22,2020
I Date: March 05, 2015
Approva
Page I
RANDALL E. STOFFT AET MITECTS9 PA
AAW3379 AR01 1105
APPROVED n REVISE & RESUBMIT
APPROVED AS CORRECTED [:] REJECTED
This review is only for general cenformance with tl�e design concept of the
project and general compfiance wfilh the jr.f,.r-
. Ination given in the contract
documents. CDrrGGtCn3'[,T, COM"1109ts n, un the shop &-m-lings during
this review do not re!;:61,,,"- th�2 coPkZC!0,- f, czmpli�, 1,-,- t1he f6qj.re..
P
tractor is respurisible lhr:
�0 ja uy ;T,�
job sits; him nallion thai pu,-.a�;P,3 z—a4,"Iy 10 the cl
the muons, rr,.Ao-,Is, tediinft;ms,
ton: coordination V ihevmet. of ail h-Aas: and for pulurmiini,-, all WD.'k
in a safe and satisfactory Menri,91,
DATE: 0 BY; pm
MIA141-DADE MIANII-DADE COUNTY
PRODUCT CONT90L SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room iO8
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA
ivvny.miam!dadt.Soy1econom1
CGI Windows & Doors
1010ONW 25"' Street
Miami,FL33172-
SCOPEI
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 "Sentinel" Unclipped, Extruded Aluminum Tube Mullion - L.M.I.
APPROVAL DOCUMENT: Drawing No. M10-01, titled "Series Sentinel Unclipped Alum. Mullions",
sheets I through 7 of 7, dated 04/02110, with revision C dated 02/25/15, 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 manufacturces 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 them 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: 'Me 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.
INSPECTIO14: 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 and renews NOA# 11-1031.07 and consists of this page I and evidence pages E-1 and
E-2,'as -well as approval document mentioned above.
The submitted documentationwas reviewed by Manuel Perez, P.E.
NOA No. 14-1103.09
MIAMI-1 Bxpirat'ion Date: September 22,2020
Approval Date: March 05, 2015
Page I
COPY11
L� L
CGI Windows & Dooks
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets I
through 7 of 7, dated 04/02/10 with revision C dated 02/25/15, prepared by Al-Farooq.
Corporation, signed and seale� by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Ah- 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
along with marked -up drawings and installation diagram of an aluminum tube mullion,
prepared by Hurricane test Laboratory, LLC, Test Report No.
HTL-0080-0303-11, dated 03/24/11, signed and sealed by Vinu J. Abraham, P.E.
(Subutitted tinder NOA No. 11-0330.22)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum tube mullion,
prepared by Hurricane test Laboratory, LLC, Test Report No.
HTL-0080-0301-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E.
(Subinitted under NOA No. 10-0510. 14)
C. CALCULATIONS
1. Anchor verification calculations and sh actural analysis, complying with FB C-Stb
Edition (2014), dated 09/23/14, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
MRj(1uel.Fjrq, P.E.
Product Conlroz)�X"iner
NOA No. 14-1103, 09
ExpirationDate: Septeinber22,2020
Approval Date: March 05,2015
E-1
CGI Windows & Doors
NOTICE, OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of cofformance, complying with FBC-5t4 Edition (2014), and of no
financial interest, dated October 4, 2014, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letter for Test Report No. RTL-0080-0303-11, issued by
Hurricane Test Laboratory, LLC, dated March 24, 2011, signed and sealed by Viou J.
Abraham, P.E.
(Submitted underNOA No.11-0330.22)
3. Laboratory compliance letter for Test Report No. HTL-0090-'0301-10, issued by
Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J.
Abraham, P.E.
(Submilted under NOA No. 10-0510.14)
4. Proposal No. 09-1942 issued by BCCO, dated November 05, 2009, signed by Manuel
Perez, P.E.
(Subinitted under NOA No.10-0510. 14)
G. OTHE RS
1. Notice of Acceptance No. 11-1031.07, issued to CGI Windows and Doors for their
Series "Sentinel" Unclipped Extruded Aluminum Tube Mullion - L.M.I. approved on
01/12/12 and expiring on 09/22/15.
Manuel PKq, E.
ProduetControl xa Iner
NOA No. Id-1103.09
Expiration Date: September 22,2020
Approval Date: March 05, 2015
E-2
1.000
11-Doo r
1.000
4.000
2.50
L=
L
3.ODO
.125 7YPJ
:12! TYP.J
I X 2-1/2 STD ' TUBE
I X 3 STD. TUBE
6063-76
1 X 4 STD, TUBE
6063—T6
6063—T6
SERIES SENTINEL UNCLIPPED ALUMINUM MULUONS
WINDOW FRAMR-MEMBER INCIUDED IN PROPERTIES
THESE MULLIONS TO BE USED WITH
SER�ES 1,30 SENTINEL FXED WINDOW
SER ES 1 10 SENTINEL 2NGLE HUNG WINDOW
SERIES 120 SENTINEL HORIZ. SLIDING WINDOW
FOR WINDOWS IMPACT AND LOAD RATINGS SEE
CORRESPONDING NORS.
LOWER DESIGN PRESSURE FROM WINDOW APPROVALS
OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM.
NOTESP
THIS PRODUCT HAS BEEN DESIGNED AND TESTED 70 COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ�
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPUCABLE BUILDING CODE REQUIREMENTS LE- WIND LOAD. WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
WOOD BUCKS BY OTHERS ' MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE SIRUCTURE.
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT
70 BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.).
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE OETALS
ARE NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IN ALLOWELE STRESS IS USED IN DESIGN OF
ANCHORS INTO WOOD ONLY.
UVIERIALS INrl.UDLNG BUT MITED STE EWS ME INTO
r 7
NOT U MA To LIILS DWIMEE1 WMAEMENTS
CONTACT WITH OTHER DISSIMILAR TER
OF THE FLORIDA BLDG. CODE
THESE MULLIONS ARE RATED FOR LARGE & SMALL MIS
INSTRUCTIONS@
USE CHARTS AS FOLLOWS.
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING.
STEP USE CONNECTION OF WINDOWS TO MULLION AS PER
PRODUCT APPROVAL.
USING CHARTS ON SHEEFS 3 THRU 5 SELECT MULLION TYPE
STEP AND ANCHOR QUANTITIES WITH DESIGN RATING MORE THAN
THE DESIGN LOAD SPECIFIED IN STEP I ABOVE.
STEP CAPACITY OF SELECTED CGI'S WINDOWS AND MUWON
MUST EQUAL OR EXCEED REQUIRED LOADS.
PRODUCT REVISED
m miplyhis %%ith flic Vlodda
Buildh�gCldl j4_jjL)_j.j
A—I.—W.
4ftv
17-
In
m
8 0
z
9
0
drawing no.
MIO-01
0
3
L
6- 1 OR 2 ANCHORS
AT EACH SIDE OF MULUON (AT WINDOW FRAME)
TYPrAL
SEE CHART 'N FOR CAPACITY
Wi
W2
EXTERIOR
MXED TO FIXE
SEE CHART FOR CAPACITY
1
NAME
FIXED TO S,H
�—SEE CHART V FOR CAPACITY SEE CHART 'A' FOR
W1
DO
!;rEMMRIOR
S.H. TO S,H
SEE CHART 'K FOR CAPACITY
. N ,
Wl W2
EXTERIOR
FIXED TO H,R
FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE
USED AT ALL MULLION COMBINATIONS.
FRAMES IA&Y BE
rFLMGE OR EQUAL LEG TYPE
SEE SHEET 7 FOR FRAME DETAILS
EXTERIOR
H.H. TO H,R WIDTH (W) = W'
SEE CHM 'A' FOR CAPACITY—", . I
E�::
EXTERIOR
Florida
Z
0 t5
C) LLI
Ea
U)
c1l;7)
Es 0 v)
z ;i� Q
c, . Z,
irowing no.
mi 0-01
i
wi W2
'R i
2; �c '0
.�Ery n
S
0 b b 0
t �g Wo�p alp 1�- -1 W 10 P I!
H! 1 1 -- � <c'
MULUON SPAN
x
ZEN L' I, Z4 :4 i. a b
2 r
x
�0-
F:
"X
0 0
CO3
ZE il,
A! P mR
VIE 0 b b �;2 'S
a
- Lt--. s
W1 W2
4 k �A 4 i%
9 9 F El
b, . . b . T 2!
MULLION SPAN V
o- mos - b b
b ;4 b, b L' b b b
5E S
+ G x
CO)
b
F
b o
�i MW
b b xP
u
o - - g � -- �
b b b 6 b b b
4 It Z4 P.
:P- r4 9,
, l9
R
0
to
IV
Z F
t-j
c)
z-
0
revisions: SmB SSMNEL UNCUPPED ALUM MUWONS FAROOQ CORPORATION a
no ce eson tion
10.1 11 GINEERS & PRODUCT
A 0. NO t'"GE THG SHM DEVELOPMENT
0 9. C�MGE THG SHM CGI WINDOWS & 1235 f
1 09.29.4 NO , DOORS sw. s7 Ave
C> y. j . rEr 10100 NX 25TH STREEr MIAMI, FLORIDA 33X74
MIAMI. FL 33172 TEL (305) 26443100 FAX (305) 262-6978 c
05) 59
�(-3.590 FAX (345) 593-W92
0 FAX (3: 593_w] �ULUON\Ml�0-01CGJ
92
CHART 'B' DESIGN LOAD CAPACM - P CHART 'B' DESIGN LOAD CAPACITY - PS
MULLION WITH COMBINAMON OF SERIES SENTINEL MULLION WITH COMBINAMON OF SERIES SENTINEL
SINGLE HUNG WINDOWS OR FIXED TRANSOM 4,U
SINGLE HUNG WINDOWS OR FIXED TRANSOM
ITINDOW DIMS. EAGNI ANCHOR AT 2 ANCHORS AT I ANCHOR AT 2 ANCHORS AT
SIDE OF MULUON EACH SIDE OF MULLION WW01T DIMS. EACH SIDE OF MULLION EACH SIDE OF MULLION Z
WIDTH (W) MULL SPAN MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE 0
1 X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X a i X 4 WIDTH 00 MULL SPAN - 0
Z
I X 2-1/2 1 X 3 1 X 4 1 X 2-1/2 1 X 3 1 X 4
19-1/a. 9000 gas 90.0 90.0 90.0 solo 2V 90.0 00.0 90.0 90.0 90.0 80.0
26-1/2- 90.0 90.0 90.0 90.0 904 90.0 ar 90.0 90.0 9O.D 90.0 90.0 00.0 1% ri
1. 50-5/8. 90.0 00.0 90.0 90.0 90.0 90.0 1
1. 85.0 85.0 B5.0 DO.0 36' 9010 90.0 90.0 90.0 --9D.O 90.0
00.0 90.0 4r 4V 90.0 90.0 90.0 90.0 9D.0 90.0
05.0 85eo 85.0 00.0 90.0 BDmO 1. 90.0 90.0 00.0 90.0 00.0 90.0 0 t
90.0 90.0 90.0 90.0 90.0 solo w 90.0 90.0 9D.0 90.0 90.0 90.0 fj 'm
1. 90.0 90.0
26-1/2- Sze 52.6 82.6 90.0 90.0 99.0 90.0 90.0 90.0 90.0
37 aa, 86.1 90.0 90.0 90.0 24' - - 06 <
90.0 90.0 90.0 90.0 90.0 90.0
49 5.7 '21 �
57.7 90.0 - 90.0 90.0 30' 80.6 80.6 80.6 00.0 90.0 SOo
-1/r 56.2 88.5 90.0 90.0 36- 72.0 72.0 72.0 90.0 90.0 00.0 <
85.7 85.7 90.0 1.
90.0 80.0 so- BiS OILS 0615 90.0 90.0 90.0
26-tlr 65.5 65Z 77.7 90.0 9D.0 1. 63.0 63.0 B3.0 00.0 90.0 90.0
1. 76' 51.2 51.2 58.5 73.4 90.0 54' 61.1 81.1 61.1 9D.O 90.0 90.0
1. 43.1 43.1 43.1 47.7 60.0 05.3 90.5 60.5 60.5 9D.0 00.0 00.0
53-1/5' 41.5 411.5 41.5 45.5 57.2 82.9 21V 75.0 75.6 75.0 90.0 90.0 90.0
19-1/a, 74.8 75.5 76Z 74.8 00.0 mo 30" 63.7 63.7 63.7 1 82.5 90.0 90.2
26-1/2- 55.0 57Z 57.3 55.D 69.1 90.0 36' 68.0 56.0 56.0 71.1 89.3 90.0
37" or 40.9 44*2 44.2 40.9 a 1.4 611 42"
50.8 50.8 50.8 U4 79.6 90.0
49' 32.9 30.7 36.7 32.9 41.3 06.8 48" 47.3 47.3 47.3 58.1 72.9 90.0 Ix
53-1/8- 31.1 aSI 3S.1 31.1 612 54' 44.8 44.8 44.8 64.4 68.4 89.6 0
1. 0
62.9 70.8 70.8 62.9 79.0 90.0 H3.2 43.2 43.2 52.1 65.4 86.4 C3 cr
85.7
65Z
51.2
4*11
.0
_.S
28-t/2 go* 45.2 53.5 53.5 4&2 58.0 00.0 24r 616 63.0 63.0 62.6 78.6 90.0
37' 34.2 41.2
41.2 3C2 43.0 69.4 30' 51.0 52.6 Sze 51.0 64.1 90.0 C4
27.3 33.9 33.9 27.3 34.3 $5.4 84'
6509 51.7 43.5 45.6 45.8 Usti 54.0 85.3
51.7 65.0 65.0 solo 42' 38.4 41.1 41.1 38.4 48.2 77.9 Ed 0 V)
96" 37.9 47.0 49.5 37 76.9 487 34.7 37.8 37.8 34.7 43.6 70.4
27.9 35.1 38.0 27- - Z
37' 32.1_ 35.4 35.4 40.3 65.1
24' 52.2 54.0 41.6 52.2 64.4 0
aw ml 42.4 44.8 33.7 474 68.5
NOTE: I-
MULUONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES 36" go" 28.6 38.0 3" 21LS 30.0 55.1
MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. 1. 25.1 3115 34.6 25.1 31.5 60.9
(INTERPOLATION BETWEEN WIDTHS ALLOWED) 22.5 2&2 31 *5 22.5 28.2 45.0
,MUWON SPAN, I OR 2 ANCHORS AT EACH SIDE OF M=
ALL OTHER ANCHORS TO BE AS PER 0
NDOW
NOA DETAILS N
PRODUCTIMVISIED
IL Eq. JAM ARMAD
w or& Us 00-VIYfilS llith the rl"ida
FL& P Building Cod.
Off 170592 Ampt.'. Nd4-itos.oq
WIDTH (W) Wl + W2 evi,
2p
irig
dr..
0 5
[M10-01
E-heet 4-c-f-71
CHART
HORVONTAL
V DESIGN
LOAD
CAPACITY -
PS
SENTINEL
CHART 'C' DESIGN
HORIZONrAL MULLION WITH
FD(ED OVER
WINDOW DIMS.
WINDOW WINDOW TRANSOM
Yq DTH HEIGHT HEIGHT
12'
is,
2'r
36" 1.
as"
1.
12'
18"
2e
52-1/8- 62' 3W
as,
42*
,a
1 r
IB*
24"
1. W,
1.
42'
1 1 48'
MAD CAPACITY - PS
COMBINATION OF SERIES SENTINEL
HORIZ. SLIDING WINDOW
I AANC OR AT 1 2 ANCHORS AT
EACH SIDE OF MUWON I EACH SIDE OF MULLION
MULL TUB
MULL TUBE I X 3 MULL TUBE MULL TUBE
I
I X 2-1/2 X 4 1 x a 1 X 4
9D.O 90.0 90.0 90.0
90.0 90.0 90.0 90.0
90.0 --io-.o 90.0 90.0
90.0 90.0 90.0 90.0
90.0 1 90.0 90.0 1 90.0
90.0 90.0 90.0 90.0
90.0 SO.o 90.0 90.0
90.0 90.0 90.0 90.0
90.0 90.0 90.0 90.0
84.0 84.0 90.0 90.0
79.3 70.3 90.0 90.0
78.1 76.1 90.0 90.0
74.1 74.1 90.0 00.0
73.0 73.0 9D.O '90.0
86.3 70.8 84.8 90.0
60.7 63.4 77.6 9010
552 5&1 7ima 90.0
52.5 54.1 07.2 90.0
49.6 5loO 63.4 90.0
47.3 48.7 60.5 89-3
45.5 46.9 58.2 86.1
z
I OR 2 ANCHORS
AT EACH SIDE OF MULLION (AT WINDOW FRAME)
TYPICAL
SEE CHART FOR CAPACITY
N DOW WIDTH
2 1/2'
11111
FIXED OVER H.R.
E.9n JAVAD AHKAD PRODUCT REVISED
CIVIL l3ri-13 With the Florida
FLA. PE If 7PW2 B ildIn Cd.
CAN. 3531� A ,nceN
ji
ji
ji
ji
PrmIct It
I -Z015
I
V
MULLIDN WITH
FIXED OVER
COMBINATION
HORrZ. SUDING
OF SERIES
WINDOW
WINDOW
DIMS.
I ANCHOR
EACH SIDE
AT
OF MULLION
2 ANCHORS
EACH SIDE
AT
OF MULLION
z
0
ICE
(L
IZ a
0
Rl
Z
z
0
0
N
u
WINDOW
WIDTH
WINDOW
HE[ GMT
TRANSOM
HEIGHT
MULL TUBE lkqljLlLx
I X 2 -1/2
TUBES
3
1 X 4
MULL TUBE
1 x 3
MULL TUBE
1 X 4
52-ilr
12"
90.0
-
90.0
90.0
90.0
le
00.0
(10.0
90.0
90.0
2e
90.0
90.0
90.0
90.0
30!
90.0
90.0
90.0
90.0
3v
90.0
90.0
90.0
90.0
4r
solo
90.0
90.0
90.0
48r
90.0
90.0
90.0
90*0
12'
90.0 1
90.0
90.0 1
90.0
18"
90.0 1
90.0
90.0 1
90.0
24r
90.0
90.0
0.0
90.0 1
-30,
81.6
81.6
:0.0
90.0
- 36"
74.9
74.9
9D.0
90.0
3
.9
Ed
10
fn
0:
0 t-.
0.
0 p:
0
0
z z
C,
RE
42'
69.9
-
69.9
90.0
90.0
48"
66.3
66.3
86.9
90.0
52-1/8'
W-3/8.
1
12"
90.0
90.0
90.0
90.0
is"
90.0
90.0
9D.0
90.0
24'
90.0
90.0
90.0
90.0
30,
0
90.0
$0.0
90.0
90.0
39"
0*0
90.0
90.0
90.0
90.0
Ate
90.0
00.0
90.0
90.0
4e
90.0
90.0
90.0
90.0
73*
12'
90.0
90.0
90.0
90.0
Is'
85.9
mi
90.0
90.0
2e
76.6
76.6
90.0
90.0
30*
69.8
69.8
00.0
It
90.0
.36,
64.8
64.8
83.4
0It .14
90.0
2
61.0
ei.0
B 4
78.4
90.0
1.
5 11,3
58-3
7_.
74.8
Solo
-0
36,
49-518'
12,
SD.O
90.0
S .0
9 0.0
90.0
Is"
90.0
90.0
90.0
So .
90.0
2.
2e
90.0
90.0
90.0
go 0
90.0
30
30*
so .0
90.0
90.0
90.0
s'
a S
90.0
90.0
90.0
90.0
Qr
90.0
90.0
90.0
48'
90.0
Smo
90.0
90.0
52-1/8'
ir
90.0
90.0
90.0
90.0
le
90.0
90.0
90.0
90.0
24'
00.0
90.0
90.0
90.0
30'
90.0
90.0
90.0
90.0
:15
li-I
36,
85.9
85.9
90.0
90.0
1.
83.3
83.3
90.0
90.0
49'
81.9
81.9
90.0
-90.0
c_-
12'
79vi
B2.8
90.0
90.0
IS,
71.2
73.1
90.0
90.0
24"
65.0
66.1
83,2
90.0
W
60.2
61.0
77.0
900
.367
56.4
57.1
72.1
90.'0
40
53.4
SC2
68,3
90.0
drawing no.
ml 0-01
I
49'
1 51.2
87-0
65.4
1 00.0
I�M
W?O'
9
0
4 k
TYPICAL ANCHORS
I OR 2
—AT EACH SIDE OF MULL(AT WINDOW FRAME)
SEE SHEET 3 & 4
FQR CAPAON
EDG�EDIST.
'U'
9
TYPICAL ANCHORS
I OR 2
AT EACH SIDE OF MULL
SEE SHEET 3 & 4
FOR CAPACITY
MErAL 213Y WOOD 13UCK
OR
WOOD STRUCTURE
1-1/4- IAN.
AT EACH
. SEE
T'REJ
EDGE
DIST
4ATP
TYPICAL ANCHORS
I OR 2
AT EACH SIDE OF MULL
SEE SHEET 3 & 4
FOR CAPACITY
TYPICAL ANCHORS
0
1 R 2
l5k'
`A& SIDE OF M
SEE SHEET 3 & 4
FOR CAPACITY
1A ��
M
Z
IL
01 a.
4' -,--1
.' Z' � 0
46 a
TYPICAL ANCHORS SEE ELEV. FOR
WOOD SUCKS AND METAL STRUCTURE NOT BY CGI WDW.
=KSI)
1/4" DIA. TAPCON BY 'rrW (F-125 KSI. MUST SUSTAIN LOADS IMPOSED By GLAZI40 SYSTEM
INTO 29Y WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE,
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU IBY SUCKS INTO GONG. OR MASONRY FLANGE FLANGE ADAPTOR AND
'FRAMES
-0 t�
1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) FLUSH CAN BE USED
AT ALL ANCHORAGE
0 111
0
CONDITIONS.
DIRECTLY INTO CONC. OR MASONRY
as
1-1/2- MIN. EMBED INTO CONCRETE (HEAD/SILL)
2 3/8' MIN.
Fc'4
cn
164" DIA, ULTRACON By I CO (Fu-177 10, F��155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2- MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
13 KS
THRU I Y BUC IWO CONIC. OR MASONRY
1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 2 .3/8' MIN.
---1
0 �m
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
DIRECTLY INTO CONG. OR MASONRY
1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (4AMBS)
#14 SMS OILSELF DRILLING SCR (GRADE 2 CRS)
WHEN USED THE MIN. WOOD
INTO METAL STRUCTURES
BUCK DEPTH SHALL BE W.
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
THE USE OF DEEPER OR
ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.)
BEVELED WOODBUCKS IS 2 sj�j
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PERMITTED.
TYPICAL EDGE DISTANC
INTO CONCRETE AND MASONRY - 2-1/2" MIN.
114TO WOOD STRUCTURE = I" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
CONCRErE AT HEAD, SILL OR JAMBS fe - 300D PSI MIN. Fg� JAVAD AHM PRODUcir REVISED da
C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 20DO PSI MIN. 11&4EN��0592 m ... �Plyillii wilh lll� FIWl
4
Dvildi.& C.d.
A.. A—pk�m N.
]EDGEDIST.' FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. 2. im ion , tte 116�
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
TYPICAL MC14ORS ALSO APPLICABLE TO SINGLE HUNG AND md dcP.-duct0bnf
I OR 2 1 drawing no.
AT EACH SIDE OF MULL HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE,
SEE SHEET 3 & 4
FOR CAPACITY EQUAL LEG OR FIN FRAME CONFIGURATIONS. �-o 1
I
SERIES 130 SENTINEL
JEN
CGI-118
.812
2 5
05
SERIES 130 SENTINEL
FRAME
SERIES 120 SENTINEL
H.R. WDW. F
CGI-138
—1505—
F-
1.745 9 1 I—T
H--1 "S --I
1115 F
H.H. WDW, FLANGE FRAMF HEAQ M—WI)W. RMoE MmE jAm
OGI-136 S.H. WQW, CCI-135
H.R. WDW, FLUSH FRAME HEA
WE JAMB
CGI-iO2
—2.505—
�—r —
I.Mr
AE JAMB
S.H. WQW, T�g!ZAME HEA
H.H. =12JOSHSTMELE SILL
CGI-113
1
SERIES 110 SENTINEL
CGI-137
SERIES 110 SENTINIL
_S.H. WDW_FLUSH
CGI-101
SERIES 120 SENTINEL
CGI-139
SERIES 120 SENTINEL
I ERAMF M15
0
.050
90
0
g
0
'1
Oct-109
! 1 !
.005
1.050
.050
8
1.395
in
C4
FIN ADAPTOR
CGI-110
Ed
0 V)
0 �i
z 2i�
9. 4WAD A= PRODUCT REVISED
em. m Ing with tha FWda
B I i�i lod mb 1psl)� ode 4.
A , , 'M "* " I
... P
L
pfinfl.. MI.
drawing no.
E; M10-01
MIA . M. 172E MIAMI—DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/ecoliomV
CGI WINDOWS AND DOORS, INC.
10100 NW 25 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 t6 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 o . r 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. L.M.I.
DESCRIPTION: Series "Sentinel 15011 Aluminum Sliding Glass Door wl wo Reinforcements
APPROVAL DOCUMENT: Drawing No. WIO-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass
Door", sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 05120/10 and last revised on
01/11/16, 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
Limitations'
I . Pocket wall is not part of this approval and to be reviewed by AHJ.
2. See Design Pressure (DP) table: Sizes Vs glass types, I Interlock reinforcing and the max. allowable
panels with in the unit frame area, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower
capacity shall controls for the entire assernTly.
3. Max shim not to exceed 1/2" at Head/jambs & V211 at Sill (wl High strength poured & hardened grout). The
Sill to be installed -vvl anchor type B-2, directly into.conc.
4. Design Pressure (DP) limited to +/- 60 psf when utilizing 90 and 135 degree comers.
LABELE',4G: 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.
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. Florida, and
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, '
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
CMIAMI-DADE CO
NOA No. 15-0619.06
Expiration Date: September 22,2020
Approval Date: April 29,2016
- Page 1
RAHMALL E. S70FFY AENITEC7% PA
AA#GD3379 AW01`1105
APPROVED [] REVISE & RESUBMIT
APPROVED AS CORRECTED F1 REJECTED
This review is only for general conformance with the design concept of the
projeci and general compliance with the information givan in the contract
documents. Corrections or comments made on thta shop dravvings during
this mvigw do not rej�lava ift, contractor ffm COM-03--ice With the r'-Ql.x're-
. MY 11 ot
mr.91s of Ilis plEns and spacitical.10s. APPT' ;-,I of E sPec-Nic ii';m sha n
MY I V , 9 CC PA TI G-n-
inclidD approval of an aKmMN 0' VIN f! i: lfl i3 rn ?, n
tractor is responsit-Ja fx: io ba and m-rolated at the
Job s�E� Irilm-nalion that varlains so"oly to jilp faiy;uitiN proressees or to
tic means, miq'hods, lechplquss, seclUences and prc,�edures o! constrLic-
tion: coordination off the vmrk of all olker trades: md for pariorming alil w0Fk
in a sale and satisfactofy manner,
MIAMI- MIAMI-DADE COUNTY
MIME PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) . 11805 SW 26 Strcet Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 31-5-2599
NOTICE OF ACCEPTANCE (NOA) www.tniamidadL.gov/eenitomi
CGI WINDOWS AND DOORS, INC.
10100 NW 25 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 t6 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 manufacturef 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 "Sentinel 15011 Aluminum Sliding Glass Door wl wo Reinforcements - L.M.I.
APPROVAL DOCUMENT: Drai�lngNo, WIO-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass
Door", sheets I through 28 of 28, prepared by Al-Farooq Corporation, dated 05/20/10 and last revised on
01/11/16, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control
Revision stamp with the Notice of Acceptance numbei and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACTRATING: Large and Small Missile Impact Resistant
Limitations-
1. Pocket wall is not part of this approval and to be reviewed by AHJ.
2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing and the max. allowable
panels with in the unit frame area, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower
capacity shall controls for the entire assern@-y.
3. Max shim not to exceed 1/2" at Hcad/jarnbs & V2" at Sill (w/ High strength poured & hardened grout). The
Sill to be installed w/ anchor type B-2, directly into cone.
4. Design Pressure (DP) limited to +/- 60 psf when utilizing 90 and 135 degree comers.
LABE ' LING: 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.
TVRMINATION 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 complywith any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOk 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
NOA No. 15-0619.06
MIAMIOADECOUNTYJI�. Cb ember 22,2020
4W ExpirationDate: Sept
Okpy Approval Date: April 28,2016
Page 1
1 L
I t
MIAMF MIAMI—DADE COUNTY
WEN 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.mismidade.gov/ecoiiomy
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 14-0627.15 and consists of page 1, this page 2 and evidence pages E-1, E-2,
and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P. E.
�ql'A,L
NOA No. 15-0619.06
Expiration Date: September 22,2020
Approval Date: April 28,2616
Page 2
I
CGI WINDOWS AND DOORS, INC
NOTICE OF ACCEPTANCE: EVIDENCE' SUBMITTED
A. DRAW]INGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W10-31 Rev L, titled Series "Sentincl 150 Alum Sliding Glass Door",
sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 05/20/10 and
last revised on 0 1/11/16, signed and sealed by Javad Ahmad, 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) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of 8-panel, Alum SGD w/
Pockets & 135' and 901 corners, prepared by Architectural Testing, Inc., Test Report
No. D8502.01-450-18, dated. 12/07/15 respectively, both signed and sealed by Joseph
A. Reed, 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 Wirid Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series 7500FW Vinyl
Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer,
DurasealOD and Super Spacer@ insulating glass spacer, prepared by Certified Testing
Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by
Ramesh Patel, P. E.
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile ImpactTest per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203794
along with marked -up drawings and installation diagram of a series 7400PO Vinyl
Impact Flange Frame Project Out Windows, to qualify DuPont "Butacite" PV`B
interlayer, Duraseal@ and Super Space& insulating glass spacer, prepared by
Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15,
signed and sealed by Ramesh Patel, P. E.
4. 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 238 Aluminum
Fixed Flange Frame Window with Vent to qualify DuPont "Butacite" PVB interla�er,
Pl/Jorge M. Plasencia, P. E.
oclu'c't Control Unit Supervisor
NOA No. 15-0619.06
ExpirationDate: September 22,2020
Approval Date: April 28,2016
CGI WINDOWS AND DOORS, INC
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
B. TESTS (continued)
Duraseal4D and Super SpacerS insulating glass spacer, prepared by Certified Testing
Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by
Ramesh Patel, P. E., with addendum letter dated 03/09/16 signed and sealed by
Ramesh Patel, P.B.
5. 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 24113.2. 1, TAS 202-94
along with marked -up drawings and installation diagram of 6-panels Alum SGD w/
Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No.
CTLA -301 I-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and
sealed by Ramesh Patel, P. E.
(Note: These test reports have been revised by an addendum letter dated 09/24/14,
issued by Certified Testing lab.)
(Submitted underprevious NOA# 14-0627.15)
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) 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 marked -up drawings and installation diagram of Alum SGD, prepared by
Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July
30,2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12-
0119.04/11-1031.05)
along with marked -up drawings and installation diagram of Alum. SGD (OX-)
prepared by Architectural Testing, Inc., Test Report No. ATI-CO733.03450-18,
dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E.
(SubmittedunderprepiousNOA #13-1121.081#12-0821.16)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, conformance to, complying
with FBC-2010 and with FBC 5t" Edition (2014), prepared by Al-Farooq
Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E.
2. .. Glazing c6mplies With ASTM E1300- 09.
V/" "' Jorge M. PiRsencla, P. E.
roduct Control Unit Supervisor
NOA No. 15-0619.06
ExpirationDate: September 22,2020
Approval Date: April 28,2016
E-2
I f
CGI WINDOWS AND DOORS, INC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
I,. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Sentry Glas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.'
2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for
their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core' dated
06/19/14, expiring on 12/11/18.
3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA)
"Saflex Clear and colored glass interlayer". dated 03/17/16 expiring on 05/21/21.
4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Butacite@ PVB Glass Interlayer" dated 04/25/15, expiring 12/11/16.
F. STATEME NTS
1. Statement letter of conformance to, complying with FBC 5th Edition (2014), and of
. no financial interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E.
2. Laboratory compliance statement, part of above referenced test reports.
G. OTHERS
4. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors,'Inc. for
their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements —
L.M.I., approved on 03/05/15 and expiring on 09/22/20.
2. Test proposal for ' the qualification of Butacitee PVB glass interlayer by Kuraray
America, Inc., as well as DurasealO and Super Spacer@) Standard warm -edge
flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product
Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section.
3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq 1. Chanda, P.E.
4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014,
signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by
Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E-
mail test proposal dated 07-19-2010, approved by BCCO.
(Submitted underprevious NOA# 14-062Z-15)
z"��Jorge M. Plasencia, P. E_.
Product Control Unit Supervisor
NPA No. 15-0619.06
ExpirationDate: September 22,2020
ApprovalDate: April28,2016
E-3
ITHESE DOORS ARE RATED FOR LARGE & §MALL MISSILE IMPACT.
_SHUT[ERS ARE NOT REQUIRED. I
Sgg]HS SENTINEL 160 AIAIMINUM SLIDING GLASS 'DOO
DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON
DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING
MEETING STILE COMBINATIONS TESTED AND S14OWN IN DRORNG DETAILS.
APPLICABLE EGRESS REQUIREMENTS PER F8C 70 BE REVIEWED
13Y BUILDING OFFICIAL.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDMOIN) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (WOZ).
Jay OR 29Y WOOD BUCKS By OTHERS, MUST BE ANCHORED PROPERLY
To TRANSFER LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS USUO, SPACED AS S14OWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS HOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAt-
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT In" OTHER DISSIMILAR MATERIALS SHALL MEET THE
AFOiRRIFIVIENTS OF THE 2014 FLORIDA BUILDING CODE.
IN RUCTIONS,
USE CHAINS AS FOLLOWS -
LAMINATED GLASS AND
LAMINATED -INSULATING GLASS
LARGE/SMALL MISSILE IMPACT
MEp I DETERMINE DESIGN YARD LOAD REQUIREMENT BASED
ON WHO VELOCITY, BUDG. HECHT, YANG ZONE
USING APPLICABLE ASCE 7 STANDARD.
REVISED
I I
..........
STEP DETERMINE DOOR CAPACITY FROM TABLES ON SHEET IJ
TME AND REKFORC4NG TO USE,
PRODUCT
do-c-pilinp vdth tho Fl�rldffi
0UIlcUlq
N .70W2
FOR THE GLASS
STEP USING CHARTS ON SHEET 15 SELECT ANCHOR OP710H
. DESIGN R411NO MORE THAN DESIGN Lon SPECIFIED
NCIA-HO.Goom
m.pl,.Bon Data 09122/2020
Nwo
IN STEP I ABOVE
ly- iv
1,
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SNALL APPLY TO ENTRE SYSTEM.
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drawing no.
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OPTIONAL
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V. _ _ 3'
3 TRACK
HEAD ANCHORS
DOOR FRAME WIDTH
14' MAX
READ ANCHORS
HE"/Su
ANC14ORS IN PAIRS 2. 3 OR 4 PAIRS
48 1/8- HIAO/SILL/JAMBS AT STILE ENDS SEE SHEET Is
AT 3' D.C.
NOM. PANEL W SEE CHAff ON SHEET 15
IID=TH/_
FOR CAPACITY
E
REINFORCING
AT INTERLOCKS
OPTIONAL
SEE SHEET 13
FOR CAPACITY
42 1/8-
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TYPICAL FLEVATION PROBUCT RMSED
so complgl:p with th. Florida
TESTiD UNIT Building 0
OA-No. 1&0619.06
r1l, . OPEN14 expiration Data 0912212020
D.L.0 HEIGHT - DOOR FRAME HEIGHT.- 9 106' B
D.L.O. WIDTH - NOM. PANEL WIDTH - 6"
PANEL HEIGHT - DOOR FRAME HEIGHT -1 3/16
04
drawing no.
W10-31
2 TR
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2 TRACK
HEAD ANCHORS
MAX.
190 9/16' MAX,
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ANCHORS IN PAIRS 52. 3 OR 4 PARS HEAD/SILL
HEADJSILL/,IAMRS AT STILE ENDS SEE SHEET 15 MA
AT r D.C. H 01
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OPTIONAL FOR CAPACITY
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PRODUCT REVISED
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(TESTED UNIT)
Building g 000 W. 0592
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t
TYPICAL ELEVA-nON
expiration Date 0912212020 z
0
BY 0
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lyfiaml--bad"roduct cantro-F
REFER TO PAGES 14, 15, 17 & 18 FOR WE�
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no
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APPROVED CONFIGURATIONS
NON —POCKETED DOORS (NON-RFJNFORCED SHOWN)
SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS
THUR (&MLACj(B
Kv EXTERIOR %tv '!�y I '�-' NOM. PANEL WIDTH
I& CORNER DETAIL '0' ON SKEET 22
13W CORNER DETAIL 'W ON SHEET 22
OPTIONAL IN UELI OF JI
11. 0 11 11
EXTERIOR @) 1-1� 0 0 (9)
90' CORNER DUAL '0' ON SKEET 22 \YNOI-REINF. WERLOCKS
135r CORNER DErAIL'P` ON SHEET 22 SEE CHART ON SHEET 13
OFTIONAL IN LIEU OF J
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EXTERIOR
No
90' CORNER DETAIL '0' ON SHEET 22 N-REIW. IKERLOCKS
13T CORNER DETAIL 'P' ON SHEET 22 SEE CHART ON SHEET 13
OMIONAL IN LIEU OF Jl
NOTE..
1. CONFIGURATIONS SHOWN FOR iLLusrRATION PURPOSES ONLY.
2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13.
3. FOR ANCHOR bETAILS SEE $HEETS 15 THRU 23.
4. ODOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.
THIS APPROVAL QUALIFIES DOORS WITH APPROVED
CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS
WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22
ARE PRESENT.
FOR DOORS USING 90' & 13F CORNER STILES
0
LIMIT MAX. DESIGN LOADS To 160.0 PSF
PRODUCT REVISED
a
of compl,12, with the Florida
Ilding 0
:UOA-Mo. 15-0619.06
s"Ifullon Dole 0912
f4pniq Procuct Gontrol
CY
M Ir
I
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DOOR FRAME W.
L
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DOOR FRAME WIDTH
IR
0
PXXXX>0(p (SHOWN)
DOOR FRAME WIDTH
IR
0
Pxxxxxx(SHOWN)
XXXXXXP
THIS APPROVAL QUALIFIES DOORS WITH APPROVED
CONFIGURATIONS SHOWN WITH 90' AND 13& CORNERS
WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22
ARE PRESENT.
FOR DOORS USING 9D' & 135' CORNER STILES
umir mAx. DESIGN LOADS M *60.0 PSF
PRODUCT REVISED
compti with the Florida
Dliding a a
A -No. IS-111619.00
Expimeon Date 09122f2020
By
mlorn Product Control
L. WIDTH NON- NF. INTERLOCKS
I _"TSEE CTRT ON SHEET 13 ------ 1
0
0
Cr
C'I
,,n
59
W
08
P
90'
2 dj
vz, %LV EXTERIOR %L�' � SHEET 22
gir CORNER DETAIL 10, ON
13V CORNER DETAIL 'P' ON SHEET 22
OPTIONAL IN IJEU OF J
NON-REINF. INTERLOCKS
,-FSEE CHART ON SHEET 13
rig
95
_j I
DOOR FRAME WIDTH
U
L
PXXXXXO(SHOWN)
OXXXXXP
APPE!�rONFIGURATION
ETED DOORS (NON -REINFORCED SHOWN)
SEE SHEET 13 FOR Up AND REINFORCING OPTIONS
L-PUU I VAVI[T NUI HT GGI 13T R ER DETAIL 'P' ON SHEET 22
NOT PART OF THIS NOA OPTIONAL IN UEU OF J
THREE (3) TEACK
POCKETS ARE NOT PART OF THIS APPROVAL
AND TO BE REVIEWED BY AHJ.
DOOR FRAME WIDTH
I
WOLOCKI
NEW W.=1
D Z
L Z
nMm
mpm
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Lim
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OPTION& IN LIEU OF J
NOTE:
i. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.
2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13.
3. FOR ANCHOR'DErAILS SEE SHEETS 15 THRU 23.
4. DOOR SMALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBQ
)qjj�
4 .111 H_" HI:
dm�lng no.
W1 0-31
DOOR FRAME W., VM. FRAME WIDTH
REINF. INTERLOCKS
rsEEVART 014 SHEET 13
G
EXTERIOR
XO (SHOWN)
ox
DOOR E W. MAX. FRAME WIDTH
REINF. INTERLOCKS
SEE CRART ON SHEET 113
L
rEXTERIOR L
XX
DOOR FRAME WIDTH
H
i
OXO (SHOWN)
0X0 (REYERSE)
DOOR FRAME WIDTH
I"
OXX0
XXXX(SINLAR)
BIT CORNER DETAIL '0' ON SHUT 22
MY CORNER DETAIL 'P
OPTIONAL IN LIEU OF J; ON SHEET 22
QY
qjr CORNER MAIL '0' ON SHEET 22
135' CORNER DETAIL 'P` ON SHEET 22
OPTIONAL IN UElJ OF Ji
APPROVFn rONFIGURATIONS
NON —POCKETED DOOR (NON -REINFORCED SHUWN)
SEE SHEET 13 FOR Dis AND REINFORCING OPTIONS
ff"2) TRA
THIS APPROVAL QUALIFIES DOORS WITH APPROVED
CONFIGURATIONS SHOWN WITH SO' AND 1W CORNERS
WHERE STILE CONFIGURATIONS SHOWN' ON SHEET 22
ARE PRESENT.
FOR DOORS USING 90' & 135' CORNER STILES
LIMIT MAX. DESIGN LoAoS 'To *60.0 PSF
NOTE:
1. CONFIGURATIONS *SHOWN FOR ILLUSTRATION PURPOSES ONLY.
2. FOR APPLICABLE NON RONFORCED OR RONFORCED DESIGN PRESSURES SEE SHEET 13.
3' FOR ANCHOR DETAILS SEE SHEEI 15 7HRU 23.
4. DOOR SHALL MEET EGRESS REQUIREMENTS As APPLICABLE I PER FBC.
PRODUCT REVISED
as ny.with the Florida
Bu=lV
0
NOA-N.-�� 15&0619'06
Expiration Va 0912212020
13V
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90, CORNER DETAIL '?"OR SHEET 22
11,35- CORNER DETAIL F ON SHEET 22
OPTIONAL IN LIEU OF Ji
go, CORNER DETAIL '0' ON SHEET 22
631� 0ORNER'DETAIL *P' ON SHEET 22
TIONAL 1. LIEU OF 0
go' CDRHER DETAIL *0' ON Mml -1
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OPTIONAL IN UCU OF 0
DOOR POCKET CAVITY NOT BY CGI
FRAME NOT PART OF THIS NOA
WIDTH DOOR FRAME WIDTH
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INTERLOCKS
ON SHEET 13
I
W__ I I c3r- @
THIS APPROVAL QUALIFIES DOORS WITH APPROVED
CONFIGURATIONS SHOWN WITH 90' AND 135! CORNERS
WHERE STLE CONFIGURATIONS SHOWN ON SHEET 22
IL
ARE PRESENT.
FOR DOORS USING 90" & 13W CORNER S71LES
LIMIT MAX. DESIGN LOADS TO d:60-0 PSF
NOTE: RposEs ONLY.
1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PU HEEr
2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE S
3. FOR ANCHOR Dams SEE SHEETS IS THRU 23.
4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC'
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AND TO BE
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lit I
PRODUCT REVISED
%
an compl&l with the PI0FId2
Ildin
70592
Expiration Datoog/2212020
dro-alng no.
.I'!
oil
Wl 0-31
AL
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DOOR FRAME WIDTH
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IAPPROV90 QQ14FIQUIRA-TIONS
NON—POCKETIFT1 11OCIRS (NON-RaNFORCED SHOWN)
SEE SHEET 13 FOR Op AND REWORCINO OPTIONS
FOUR (4) TRACKS
THIS APPROVAL QUALIFIES DOORS WITH APPROVED
CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS
WHERE STILE ONFIGURATIONS SHOWN ON SHEET 22
ARE PRESENT.
FOR DOORS USING 90' & 135' CORNER STILES
LIMIT MAX. DESIGN LOADS TO ±60.0 PSF
i3y CORNER DETXL 'P' ON SHM 22
OPTION& IN LIEU OFJI
PRODUCT REVISED
OB comptizwIth the Florida
:OTiding .
A-Ho. IS-0619.06
Expiration linto 0912212020
NOTE:
1. CONFIGURATIONS SHOWN FOR ILLUSTRATION, PURPOSES ONLY.
2- FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13.
3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23.
4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FEIC,
"I
A
70592
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APPROVED CONFIGURATION
NCIN—POCKETFn 1710CIRS (NON-REINFORCE0 SHOWN)
SEE SHEET 13 FOR Up AND REINFORCING OPTIONS
FOUR (4L-TUC-U
THIS APPROVAL QUALIFIES DOORS WITH APPROVED
CONFIGURATIONS SHOWN WIIIH 99 AND 135- CORNERS
WHERE: STILE CONFIGURATIONS SHOWN ON SHEET 22
ARE PRESENT.
FOR DOORS USING 90' & 135- CORNER STILES
LIMIT MAX. DESIGN LOADS TO.*60.0 PSF
W CORNER DETAIL '0' ON SHEET 22
135' CORNER DETAIL 'To ON SHEET 22
OPTIONAL IN UE)J OF J
GIY COR14ER DETAIL ' 0' ON SHEET 22
13T CORNER DETAIL 'P' ON SHEET 22
OPTIONAIL IN UEU OF J
PRODUCT REVISED
as comp%[,nx with the Florida
Building o o
INCIA-Ho. 13-0819.08
expiration Date 0912212020
BY.
N OT E;
Mlamf-pdde Product C6ntroI
1. CONFIGURA71ONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.
2. FOR APPLICABLE NON REINFORCED ORAEINFORCEO DESIGN PRESSURES SEE SHEET 13.
3. FOR ANCHOR DETAILS SEE SHEETS 16 THRU 23.
4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC.
Ing
0
C4 o
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0
frowing no.
W1.0-31
THIS APPROVAL QUALIFIES DOORS WITH APPROVED.
CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS
WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22
ARE PRESENT.
FOR DOORS USING GOr & 13Y CORNER STILES z
0
LIMIT MAX. DESIGN LOADS TO ±60.0 PSF F Ul
OM FRAME WIDTH
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opnok IN LIEu OF i
PRODUCT REVISED P6 1v -�
as complilni, with the Florlda
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.OA-No. 16-0619.06
APPROVED C mina7lasuf Product control
f
(NON -REINFORCED SHOWN) NOTE: 0592
SEE SHEET 1'3 FOR Op AND REINFORCING OPTIONS Expiration Date 09/2212020 %%% %IIIA
13Y %
1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. y
FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED 09 kEINFORCED DESIGN PRESSURES SEE SHEET 13. M dZing n
POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 011031' " 10-3111
AND TO IIE REMENED, BY AHJ. 4. DOOR S14ALL MEET EGRESS REQUIREMENTS AS APPLICAeLE PER FBC. C.hmt 11 of 28
DOOR FRAME WIDTH
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NOT PART OF THIS NOA
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(NON -REINFORCED SHOWN)
SEE SHEET W FOR Up AND REINFORCING OPTIONS
FOUR (4) TRACK
POCKETS ME NOT PART OF THIS APPROVAL
AND TO 13E REVIEWED By AHJ.
0 " 0
THIS APPROVAL QUALIFIES DOORS WITH APPROVED
CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS
WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22
ARE PRESENT.
FOR DOORS USING 9(r & 135* CORNER STILES
LIMIT MA)L DESIGN LOADS TO *60.0 PSF
INTERLOCKS
3N SHEET 13
9v CORNER DETAIL a* ON sHEcr 22
13V COINER DEM 'P ' ON SHEET 22
OPTIONAL IN LIEU OF d
EXT�RIOR 0 0
gOr CORNER DETAIL '0' ON SHEET 22
13Y CORNER nFrAIL 'P' ON SHEET 2z
OPTIONAL IN LIEU OF J
PRODUCT REVISED
as Comp with th. Flodda
Bulldlng%l a
NOA-Nol— 115-08,1119.06
Expiration Dnte 0912212020
my
NOTE-. vilami-pace Product Gontiric-l-
i. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.
2. FOR APPLICAVI.E NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13.
3 ' FOR ANCHOR CIETAILS SEE SHEETS 15 THRU 23.
4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FCC.
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Bit MXM OF INTERWOES INTERLOCKS
PARCS 1r/0 MNF. =IT SERIF.
mum
Fmawm,.c
Dmw I _cX_T7(+J_FNr-_(_J WEL
24-1/8 10 60.0 60.0 80.0 aoo
30-1/8 to 80.0 60.0 60.0 Colo M
3 /a 10 60.0 60.0 a"- 40.0 NOM. PANEL WITTH
4:1' -1. 60.0 solo 80.0 80.0
43-1/8 10 mo 60.0 emu 80.0
54-1/8 9 53.3 53.3 71.1 71.1
24-1/a IQ mo 60.0 60.0 80.0
30-1/5 IQ 60.0 60.0 a
0.0 $0.0
84 to wo 60.0 a"
42-1/8 0 60.0 6" 80,0 BOA
43-1/8 10 00.0 CD.0 Cox BOA
54-1/8 9 153.3 53.3 71.1 71.1 z U,
24-1/B IQ 60.0 WA 60.0 mo
30-1/8 10 60.0 W.0 80.0 no U
36-1/a go 10 mo Sao eoo 80.0
42-1/8 1 LET. 6*00.,CO 8,90'.09 680D,.00
48-1/H C.
24-i/S 10 60.0 00.0 80.0 am d
30-1/8 to Ko 60.0 wo 80.0
36-1/8 08 to mo no 80.9 00.0
0
42-1/8 10 50.0 OD.0 -7flo- NOM. "PANE.L YMhO111
48-1/8 31- 60-0 :'20FRes
is Ld
-GLASS TYPES
'At'. 'Bl'
INTERLOCKS Q rcj
IWITH REINP,
EXI.(+) W.(-)
0 rq
24-1/0 10 - - 60.0 60.0 0
30--ils 10 - - 60.0 60.0 APPUCABLE FBC EGRESS c z E�
36-1/a IQ REQUIREMENTS TO BE
42-i/S im 60.0 60.0
10 BOA 00.0 RLMEWED BY AW.
48-1/8 to mo .0
54-1/a 9 34-4 t54.4
24-1/5 10 6040
30-1/8 10 00.0 au.0
38-ma IQ So 0
42-va 600 60.0
Co 0
48-1/8 1. - - 60.0 60.0
b3- 1/8 F. - - 34.4 54.4 0
24-t/E 10 - 90.0 50.0
30- 1 /a 0 GO&O
./B 114 �10 fimo Colo
42-1/8 10 60.0 0010
48-1/8 2 60.0 60.0 NOTE.
24-1 10 60.0 80.0 GLASS CAPACITIES ON THIS SHEET ARE
z
0
P
411-00 .0 60.0 BASED ON ASTM E1300-09 (3 SEC. OUSTS)
30-1/
1100
36-1/8 1. m .0 Sao AND FLORIDA BUILDING COMMISSION
42-,/s 10 - 60.0 DECLARATORY STATEMENT DCA05-DEC 219
48-1/6 9 - 50.0
A A
.
m Compw With Ithe
Wing
PRODUCT REVISE
D
mu Florida ..70592
DA-No. 15-0619.06,
Expiration Onto 0912212020, q
4� - ..'-...R OF -31
ILL SER IM E8 OR E8.1 ARE REQUIRED FO��
I W10
M14 FA F ONLY. It .
311V ANN. GLASS
.075' I.tsdayer
Sollex OF vah PEF Core
By 'Eastman ChemW Go.'
OR
.090' Interfayer
Safi.. Clear And Color Clan
By . Eastman Chemical Co.'
OR
.090' Intedayer
3/8- AIR
S.n1ryGW$
By , Ku.fay A..d-. In..'
OR
.090, Int or
Mr
3/t6- TEMP.
Buta.ito
By 'Kurcroy America, tnc.'
3—J16- HEAT STIREWID CLASS
SILICONE
GE SCS 1200
DOW CORNING 899
as
DOW CORNING 99 5
Ml
SEMNG BLOCKS
0
0
1/4 POINTS ON LITES
_AT
YODER THAN 36"
EPOM
OUROMETER 85*5
E�
VIASS TYPE 'A'
7/16- OVERAIX LAW. GLASS
3/116- HEAT STREN'D GLASS
.075' I.tralz Pa Cars
Soll'" Cp ,h
BY Eastman Chemlerrl Co.'
OR
.09or Inledayer
S.Flex Cfea" And Color Class
By 'Eastman Chandcal Co.'
OR
.090" Interloyer
3/8- AIR
SentryGlas
By 'Kurcray Amodco. Inc.'
OR
.026' Intulayer
3/16m TEMP.
Butoollo PvB
By Hurroy America. Inc,!
3/16- HE -AT STREWD CLASS
SILICONE
GE SCS 120D
12
DOW IN 9
.E so
DOW CORNING 695
CORN G 89
SETTING 13LOM
AT 1/4 POINTS ON LITES
YODER TFLAN 367
EPOM
0
DUROUErER 86k6
Gmqs TYPE IBI
7/16- OVERALL LAM. OLMS
GLAZING
OPTIONS
III&
0
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pq
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3/Ir ANN. CLASS
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z
By , East... Cheml..l Go:
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.090" Int ft
0
Soft. C,:.Y,r
And Color Glass
'Ecetman
<
I
d,
By Chemical Co.'
OR
.090" Interlope
IL 9
u
S.nhyGI.s
By 'Kuneray America. E-2
OR
OSO"
�-Ilt- PV5
By 'K.r.roy Amedca, Inc.'
3/16- HEAT STREWD GLASS
0
SILICONE
GE SCS 1ZOO
12OW CORNING 890
DOW CORNING 995
M1 XL EDGE SPACER
ST. SM BY 'CARDINAL!
OR
OURAS BY 'OUANDC
OR
SUPER SPACFR By
SErTI9G BLOCKS
AT 1A POINTS ALL SIZES
EPDM
DUROMETER 85+.5
0
1' OVERALL INSUL LAM. CLASS
tv,
.9
- 3/16' HEAT STREWD GLASS
0 A
'D
.075" Interloyer
Soflex CP Vfi1h PET Core
cz�
By 'Eastman Cheinicall Co.'
—'
0
0 R
OR
0
0 —
a
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a 0
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OR
0
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.% 'Kuraray America, Inc.'
0
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0
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PY.
I
By Turoray America; Inc.'
G, Ku'.n" Arn.'
. - , EXT
3/16- HEAT STREN-0 CLASS
SILICONE
S,U�ON E
- 2
GE SOS 1200
YSCS
R N IN
DOW CORNINC 899
DO CO
; 9 5
DOW CORNIN 9
D W
0 C."
MI XIL EDGE SPACER
ST. STEEL BY 'CARDINW
UE
on
DURASEAL BY 'QUANE)e
OR
SUPER SPACER BY 'QUARW
SETHN PRODUCT REVISED
SETTING BLOCKS as compicy with the Florida . %
AT 1/4 POINTS ALL SIZES
AT jj
Bunning 0
EPDM NCA-No. 16-0619.06 o.70522
URO,
DUROMEIER 85:1:5
drawing no,
W10-31
Expiration Date 09(2212020
TATE OF
-GLAM TYPE lei, BY — k.,.
I' OVERALL INSUL LM. CLASS riummi-pacus Procual -MIMI
a xSj IN CLUSTERS 28Y viopo EIUCHS
CONICRUr. 14 AT MTC. SIDLE '\
FBEE NOTE $HEET *1
UA A"I ..
ANCHOR TYPE A
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'OR WOOD STROCtURES
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'I.
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_mm
4
=
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640
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I PSF FOR C�)Wlt W/O REINFORCING ALL SIZES
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WOOD SUCKIi AND WifTAL STRUGftIRES NbT BY CGI WINE& LATION CONDITIONS SkOW14 APPLY TO
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Er *A!- BY 'ELC (r.-177 KSI. fY-155 XSQ TYPE A
YNBLI 'IDY'BUCKS INTO CONCRETE INTO 213Y WOOD BUICK$ OR WOOD -STRUCTURES
1�11,V N.IN. EMUED INTO CONCRETE t-ile MIN. PENETRATION INTO WOOD
YHRO 2BY BUCKS INTO THRU fBi BUCKS INTO CCNQ'. OR MASONRY
1/2" MIN. tME10 INtJO CCONCCREtTTEE 1-1/4- 'MIN. EM00 INTO'COAd. OR W-kiONRY-
TYPE Is'- 1 14" x s-i/41 umaom Ely Two-1 vu.m. o. F�-iw HSO TYPE 'jg'- J/47 DR. ULTRACO)i Ed T [F-1177 KS1. Fy.155 KSQ
QIREOTLX INTO CON RET9. DIRE07LY INrO CONO. OR MWNRY
2' IAN, EMBED *C 1-1/4' MIN. EMBED INTO pONC. oil MASONRY
VIE 'C'- I IV DIA SELF _b§ILIJIN� SCR (GRADE 5 CBS) Typ& 'C'_ ) /47 DIA, SCILF DRILLING SCREWS ("E 5 cas)
INTO MtKMI-DADE COUNTY APPROVED MULUONS (1/8' THK- MIN.) IRTO 9MI-15ADE COUNTY APPROVED MULDONS (1/8' THK. MIN.)
INTO MUAL SMUCTUR0. INT6 IME:TAL StAUCTURES
ST, L 1/6, 111k. MIN. (ry - 3s KS1 MJN.) !ftECL : 1/6' THK. AIN. (Ily - 36 KSI MIN.)
pirmwilm 1 1/8' Ift MIN. (16053-fS MO.) ALQMNUM ; I/B" IT% MIN*t (kO63-1* MIN.) Xdi OR PAIN10)
(STEEL IN CONTAC.t WJTR ALUMINUM TO BE PLAM 'OR PAINTED) (STEEL IN caffrAcT QT4 ALUMINUM To 13E PLA
- - - ___: - ' ' _' -L-J I - - - - - - - - - - -
AT BILL - - - - - - &dQj�a FObE: 61
'132'- J/4' niPL OUTRACON BY 'El.0 (�-177 KSf. Fy-151 X50 WO CONCRETE -OR MW.NRY 2-1/0 UN.
i1fro WOOD STRUCTURE 11' MIN.
DIRECTLY D40 CONCRETE IWO METAL STRUCTURE 3/4' MIN.
1-3/4' MIN, EMBED INTO CONCRETE VOOD AT HEAD OR IJAMUS 40 - 0,60 MIN,
L - - - - - - - - - -
NOTE &NCRiTE AT PUD. SILL OR JAWB§ rO - �000 PSI MR,
ANMOA CAPACITIES LISTED DIN Jk�S 'C-go HQLLOW/n�LW M." AT JAKBS.J'r.p -- 2000 FM MIN.
S�ILL RISCAt '
tHEET"Tb df� USED IN. C00UNCTI(IN -SEE SHEETS 44. 15, 17 & IB fC'R OPTIONAL SILL DETAILS
WITH GLMt bHARTS OR SREEt 13 AND sHEIEr 13 F09 CAPACITY
LOWER APPLICABLE VALUES COATRbL.
3 TRACK 5nTEM SHOWN ALSO APPUCABLE MCHOR TYPE B ANCHOR 7YPE 0
AN HD B
311.9 AND + TRACK FRAMES. VIRECTL�Y iNTO 3 XSI CONCRETE DIROLYITNT6 i xsi tphimm
PLEAS�E SEE FOLLOWING SHEET� FQR DETAILS,
..... ........
PRODUCT REVISED
no comptni, wfth the Florida
:DHdIng a a
A-No. 16.0619.06
FffxP1I tion Date 09/2212020
Mlnrh�.Wde Product Control
IIE10 HAR . dENED ;'
.111011-SI,RINKkOE "At
... OROUT IATEF
5000 PSI MIN.]
6 By C.C.I.
L. - FOR
to
z
0
la
log!
110
0
0
.9.
0
m
Arowing no.
wi 0-31
SEE SHEET 15 FOR ANCHORS
ED "'I's. EDGE
ST_.
A?
0 E
0
0
0
m
DGE mr. 5/8-
POURE D & HARDENED
HIGH STRENGTH GROUT
NON -SHRINK. NON-METALLIC
-re - 5000 PSI MIN. -
NOT BY CGI WINDOWS
MUST IRANSFER SHEAR
LOADS TO STAUCTURE
6
15 FOR AN CHORS
(D
(1)
............. . ..
3 5/8'
a
PRODUCT REVISED $!
Ith tho Florida m
a' Camp&
ftild.., Y.-
NOA-Na.
3 5/8. Expiration Onto 09/2212020
By m
L mi.!;;wd. ProduccumtroF
T IM
0
WEEP SIX 1/4' X 1/8-]
REFER TO SHEET 15 FOR VARIOUSI 4 A!
T (1) 1 INSTALLATION CONDITIONS'.
(D 02TIONAL—&&NT SILL All PTOES-
OIL
a w
DECORATIVE p:
SP L COVER -0 rn
OPTIONAL c r� C-4
3�
'IR
B7 So
5 L
LL RISER
REOD. FOR LOADS
ABOVE +60 PSF
n
is
(D
.........
... ....
....
--------------------
.3 KSI CONC.
92
EUGE'D.ST.-4
3 5/b,"
2
...........
drawing na.
WIO-31
sheet 16 of 2E
THREE (3) TRACK DOOR-DETAI
'TYPICAL ANCHORS PANEL WIDTH
SEE ELEV
FOR il�6iN:M
(R) D.L.O. REINF. AS REQD.
LOAD, a—ING -SEE CHART ON
M15A A Q-) SHEET 13 FOR CAPACITY
I
IL
z
0.1
immmm
I-E 0 @ 0
C 4
0
1 1 1 @ @ no
MIIA MI8A Egg v
Q�!7)
Or
D.L. OPO.
EXTERIOR
NOM. PANEL WIDTH PANEL WIDTH 0
0
LOCK "L INTERLOC INTERLOG
(REINFORCED) DOOR FRAME WIDTH (REI ORCED)
1XS OR LARGER Fcj
WOOD BUCKS 010 X 1-1/4- SS Ph SMS .9
I PER CUP
PER PANEL J
PANEL WIDTH AN IS' FROM EACH END M2
0
1/2" MAX. AND AT MIDSPAN
LOAD, BEARING 1/2- MAX. 1/4
LOAD BEARING #13 X 3/4' SS FH SMS LOAD 13FARFNG
SHIM METAL
SHIM I PER CUP SHIM STRUCTURE
TYPICAL ARCH S
SEE EL ------ - TYPICAL ANCHORS TYPICAL ANCHORS
PACI LEV. SEE ELEV.
FOR 5 FOR SPACING FOR SPACING
c:
LOAD I'M
SHI
ICH S
EL
AG,
CUP
el
EXT.
DOOR FRAME WIDTH DOOR FRAME Wd)TH
PRODUCT REVISED
Ith th� Florida OEM
an compt
2X6 OR LLARGER WOOD BUCK BURNS T.�
OR NCIA-No. 15-0619.06
92
WOOD STRUCTURE
OF
W10
THREE (3) TRACK DOOR DETAI to Jill
SEE SHEET 15 FOR ANCHORS
is MCE DIST.
..nSI CONC
WEEP SIZE 1/4' X I/e7
REFER M SHEEr 15 FOR VARIOUS INSTAUATION CONDITION
OPTIONAL SLANT SILL ADAPTORS
WADS
PSF
-SEE SHEET 15 FOR ANCHORS
TWO (2) TRACK DOOR DFTAI
OECORATWE
SILL COVER
OPTION&
4
PRODUCT REVISED
i's the Flodda
I. 1 -0619.08
70M
(a 4,%
z
0
0 -lag
yil
oc
V
Cl
0 3
C3 Lij
0
fq
z
0�3
C.) 2m
- LIM It
droWing no.
wl 0-31
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
u
PANEL WIDTH
F
F
1/2' MAX.
LOAD BEARING
SHI
@1
#10 x I -Ile SS PH SMS
PER CUP
(_w')
D.L.O.
PANEL WIDTH
D.L.O.
/
a 30' SS FH sms
1 PER CUP
P /-, ,
C) Re
5 &
z
0
L
C,
- - - - - - - - - - —
0
L4
L
IOU
0
E6
ASTRAGA
E2
FIXEI)
PAN 0.1.0.
(REINFORCED)
EXTERIOR
NOM. PANEL WIDTH
ODOR FRAME WIDTH
IBY WOOD DUCKS
SEE NOTE SHEET I
g
.9
0
9i
1/2. MAIL
LOAD BrING
@
lie MAX.
010 X 1-1/4- Ss PH SMS
z
PANEL WIDTH
0
I PER CUP LOAD BEARING
SHIM
METAL
O�
0
1/2' MAX.
LOAD BEARING
TYPICAL ANCHORS
SEE ELEV
FH
18 X 3/e Ss SM
STRUCTURE
0 Yo
SHIM
'...FFOR SFi
6NG
1 PER CUS
P
TYPICAL ANCAPRS
TYPICAL ANCHORS
SEE I
OR SJV�
F I.
SEE ELEV.
FOR SPACING
Z
27
-5
EXT.
LLJJ
EXT.
.2
A2
v
EXTER
DOOR FR-ME MDTH
DOOR FRAME WIDTH
20Y WOOD DUCK
FIXED PAN
OR
WOOD STRUCTURE
PRODUCT REVISED
SEE NOTE SHEET I
Id, piltn withtholFlorlda
a
ne oy
70592
15-0619.06
ExpIratlon Date 0912212020
fillam"D product Control
TWO (2) TRACK DOOR DETAI
SEE sHEEr t5 rcR ANCHORS
EDCF 1319r. 3 5/v jk MCE
---------------
rA
\LY
IX
0
RED & HARDENED
I STRENMH GROUr
-$RINK , NON-MEFALLIC
_ 50M PSI MIN.
Or CGI WINDOWS
T TRANSFER SHEAR
)S To STRIXTURE
NO H11
. ......... .. . ....
... M
............
EDC
rl�ZEE SHELr 15 FOR ANCHORS
FOUR (4) TRACK DOOR DETA
REFER TO SHEET 15 FOR VARIOUS�
INSTALWION CON_
[1�4.�v
PRODUCT REVISED
comp%inl with tho Fludds
Z
Q
as
Building ) to
01 NOA-No. 1"619.06
E
axpimnon onto OW2212020
io—
BY
wilami-� Pro act conical
J% a 0
8 q-1 p
WEEP SIZE 1/4" X /a-
CY199
0
4
r
eo
0 tj
OPTIO cl v
SLANT ILL ADAPTORS (n
'91 o
DECORA'IIVE 'r
SILL COVER ,n;;
OPTIONAL 0 A
z
FOR LOADS
+60 PSF
A
,I -HN4 �,
drawing no.
W10-31
EXTERIOR
110 x 1-i/,r S PH SMS
3 PER P= CLJP'
W FROM NCHIEN
AN' 'T "PAN
v S, 'N
e
IORS
EXIERIOR
OB DETAIL
EARINU
SHIM
4' MAX
i 13EARI?
SHIM
TYPICAL ANCHORS
SEE ELEV.
FOR SPACINO
FOR
v
e�
, 11
08 1 1. 1
jgl-
All
=d 1.4 �
r
r4
0
'0712.
c:
8
H X.
drawing no.
Wl 0-31
FH TREAD
AT V FROM
kBLE FOR OUTSIDE CORNERS ONLY -
PRODUCT REVISED
as cam n with the Florida
Ud, PIWI
.0 a
00
.-No, 15-0619.06
rxpirstion qpte 09122f2O2u
13M 11-1
MaG Product % - ;ontmi
70592
z
h
F
_3
Cy
a
0
1
WH
zog E
log
46.2 F
0
0
a Lj
Of
IV t�
C
C11
0 F)
Ir!
drawing no.
W1 0-31
TYPICAL PA PILE INSULATION LOCAng
[WIC�AL AT �PANEL 4 �CORNERS�
EXTERIOR
EXTERIOR MOUNTE
POCKETED JAMB
1-1/8 - MIN.
SEALANT -\ EDGE OLST.
TYPICAL ANCHORS
TYPE A. B OR C
AT 6' FROM ENDS AND
9" O.r- INTO WOOD/CONC./METAL
,r D.C. INTO BLOCK ONLY
1-1/2" JAN. WOOD EMBED
-1/4- LON. BLOCK EMBED
-11,r MIN. CONC. EMBED
JAIN. METAL THICKNESS
I'll r.nNr:.,1
POCKET CNATY NOT By
NOT PART OF THIS
TO BE REVIEWED BY
PRODUCT REVISED
'as compilliny with the Florida
I
Building a 0
HO"o. 15-0619.06
Bxplrntlon Date 0912212020
By
lam 0 tral
Hj
rx
0
0 j
in Lq
Ln,
Ji
drawing no.
W1 0-31
CODE
PART No.
DESCRIPTION
MAURIAL
MANUF.
REMARID1
U`MAFxE
El
Cal-i83
FRAME SILL 2 TRACK
GO33-T6
CGI EXTRUDER
E2
001-151
FRAME M 2 TRACK
6053-Ta
CGI EXTRUDER
-
E3
Cal-186
FRAME HM 2 TRACK
600-T6
CGI EXTRUDER
-
E4
CGI-153
EXTERIOR INTERLOCK
6DO3-Tfi
CGI EXTRUDER
-
E5
COI-154
INTERIOR INTERLOCK
6063-TG
CGI EXTRUDER
-
E6
Cm-im
MAIN STILE
5063-76
COI EXTRUDER _
E7
Col-156
TOP & BOTTOM HORIZ
6083-Ta
CCI EXTRUDER —
Ed
CCI-1 57
BILL RISER
60133-T6
CCI EXTRUDER
EIIA
OGI-181
ALT. SILL RISER(OPTIONAL)
sem-Ts
CIA EXTRUDER
Eg
CM-1158
INTERIOR TRACK ASTRAGAL
6063-To
CGI EXTRUDER
In, -0—
CGI--159
INTERLOCK REINFORCING (LENGTH FRAME HT. 81
6053-Ta
CGI EXTRUDER
Eli
CGI-182
FRAME SILL 3 TRACK
6063-70
CGI EXTRIJOER
E12
CGI-16i
FRAME dAMEl 3 TRACK
6063-78
CC] EXTRUDER.
Ella
COI-105
FRAME HEAD 3 TRACK
6063-Ta --T
Cal EXTRUDER
E14
CCI-188
OUTER TRACK ASTRACAL
6083--ra
CGI EXTRUDER
E!5
CGI-170
POCKET BOOK
6063-70
CGI EXTRUDER
E16
CGI-i2l
V16- CLASS GLAZING BEAD
6063-T5
COI EXTRUDER
E17
CGI-123
I' CLASS BLAZING BEAD
CCI EXTRUDER
EIS
COI-1 5A
DMIOR INTERLOCK (OPTIONAL)
V6063-75
5063-76
COI EXTRUDER
EiG
CCI�154A
INTERIOR INTERLOCK (opnoNAL)
6063-76
6
Cal EXTRUDER
E20
COI-155A
MAIN STILE (OPTIONAL)
6083-T6
CIA EXTRUDER
E21
CCI-156A
Top & BOTTOM WOM2. (OPTIONAL)
eO83 T
eO83-T6
CCI EXTRUDER
-M
CGI-15BA
ASTRACAL (OPTIONAL)
3-TO
63_TO
6 06
60
CGI EXTRUDER
E23
CGi-ISBA
6UTER-TRACK ASTRAGAL (OP71ON&I
6063-TQ
CM EXTRUDER
-
E24
CQ�iso
DECORATIVE SILL CaVER (OPTIONAL]
6063-Till
CC[ EXTRUDER
-
E25
Cgj�if)4
2. 3 & 4 TRACK FRAME SILL SCREW COVER
6063-T6
CGI-EXTRUDER
-
E26
C31-197
2. 3 & 4 TRACK FRAME HEAD SCREW COVER
6063-T5
COI EXTRUDER
-
E27
Cal-las
FRAME JAMB SCREW COVER (OPTIONAL)
6063-75
CGI EXTRUDER
-
EIII
CCI-iO28
RIME HEAD 4 TRACK
rA63-76
CIA EXTRUDER
-
9
E29
CCI-11029
FRAME SILL 4 TRACK
GOS3-T6
C91 EXTRUDER
E30
CGI-iO30
FRAME OAMB 4 TRACK
6003-TO
CGI EXTRUDER
.1
CGI-1057
FEIMAE CORNER ADAPTOR (917)
6063-76
CGI EXTRUDER
E32
Cal-to5s
FEMALE CORNER ADAPTOR (135�)
6063-To
Coi EXTRUDER
E33
P
C61--1052
MALE CORNER ADAPTOR
6063-1n;
CGI MRUIDER
COI-382V
GLAZING BULB VWYL (OUROMETER 75-90 SHORE A)
PVC
M2
CCI-171C
FIXED PANEL CUP (2-1/2" LONG)
600-Ts
-
3 0 FIXED PANEL
M3
COI-173
FIXED P94M 5
NYLON
-
2. PER FIXED PANEL
MID
Col 176
FRAME HEAD ANDUF7 & PAD PILE
WODL/NYLO
SULLIVAN
I PER IMERLOCX/ASTR.
Mil
ING
PILE MTH CENTER FIN
WOOL �tULTRAFAO
OR EQUIV.
- -
M12
BOTTOM RAIL STIFFENER. I' LONG, 2 AT EACH END
ALUMINUM
CGI EXTRUDER
4 PER BOTTOM RAIL
Mi3
TA-51
ROLLER ASSEMBLY AT PANELS WITHOUT Rs
ST/ST
AMESBURY
2 PER OPERABLE PANEL
M13A
1984
ROLLER ASSEMBLY AT CORNER PANELS
STM
AMED—URY
2 PER UELE PANEL
Mi4
SGD-500
DUAL MORTISE LOCK
ST/sT
SULLIVAN
ATTACHED 10 SCO-503
MJ4A
psol-0035-117
DUAL MORTISE LOCK
Sw
—S
ATTACHED TO M161`6
MIS
SGO
KEEPER
ZINC
SULLIVAN
INST. W/ 7 JIOX3/4" FH
MIS&
SGD-507N
KEEPER
ZINC
INTERLOCKS _
lNSr. W1. 2 JIOX3/4- PH
MID
SOD-503
RECESSED ADAPTOR
ZINC
SULLIVAN
INST. N1 2 JIOX3/4- FH
M16A
PSOI-GD35-117
RECESSED ADAPTOR
ZINC
INTERLOCKS
INST. N1 2 JIOX3/4' FH
-5500
HANDLE SET
ZINC
SULUIVAN/iNVERLOCKS
MIR
SM23WM
HANDLE SET OPTIONAL
2INC
SULLIVAN
MIS
SCS2000 SILPRUF
SEALANT
SILICONE
GE
M20
CGI-177
PANEL TOP & BOTTOM DUST PILE
WOOL/PVC
SULLIVAN OR EQUIV.
4 PER_PANEL
_W21
WS-202
HEAD AND SILL SMALL PILE PAD
LOC�
1 ULTRAFAO OR EQUIV.
I PER UITERLOCK/ASIR&GAL
U22
WS-201
SILL INTERLOCK PILE PAD
L
M23
HD-12-10042
.35Or RUCH
AMESBURY
52
110 X 1 1/4' LG. PHIL PH. $141S. ST/ST. ASSEMBLY SCREW
1
2 OR 3 PER CORNER
%M%p 6
z
SINGLD LOCK: FOR ALL PANELS WITHOUT CORNERS
IWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT
MAIN STILE AT 40" FROM BOTTOM
SS MORTISE LOCK (PART #SGO-500) (PS01-0036-117)
ZINC RECESSED ADAPTOR (PART #SGD-503) (PSOI-0036-117)
ZINC HANDLE SET (PART #SM5500) & (PART OSM2300WH)
ZINC KEEPER (PART #SGD-507) (PART #SGD-507N)
I)OUBLE LOCM; REQD. AT 90' AND 135' CORNER PANELS ONLY
IWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78' FROM
BOTTOM
SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141)
SECURED WITH (2) 10-24 X 1/2- FH SCREWS
MECHANICALLY ATTACHED
BOTTOM LOCK A=ATES TOP LOCK WITH A
0
CONNECTING BAR (PART OHD-3310142)
0
Q
ZINC HANDLE SET
SECURED WfTH (2) 6-32 X 1-1/2- OH. MS
-0
STEEL KEEPER (PART #HD-331014-3)
SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS
r
Cq
vi
-03."
2!
PRODUCT REVISED
an camp lib the Florida
nuildingle.'"a-
NOA-No. 15-0619.06
Expiration Dote 09127J2020
BY. -
miamr-�� Product tommil
ji
X
irowing no.
wi 0-31
1340
-4.735 921 1.340
-"-,120
.070
Sao 47 1.250 a
3.255 ..255 r
4.250
GLAZING BEAD 070
FROM HIM (2 TFKCK) FRAME HEAD (3 TRACK) GLAZING BEAD L
GLASS INsuL. LAM. GLASS
.095
.075- - 0, CY
.075- "'a"
070 2.600 070 2.600 -TOP/BOTrOm HORIZ TOP/bOTTOM HORIZ (OPTIONAL) 8.6
-3.000 M .664 ., F -T
-901 1.831
..70
F71 1 - 7::;1
-.125
165-1
FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) 1.490 1.415 FIX. PANEL CUP L.3.0-(10---4 1.490
.120
3.750
-3.750 EXTERIOR INTERLOCK (OPTIONAL)
2.755 .070 1.366
W14 STILE .695 3.75 mAiN STILE (OPTIONAL) 0 tj
0
.265 25 -3.000 C3 bi
.070- .995
1 1.610 1.870 7 17-095
3� 10 7 ; r
M72 ONAL) 1.870 In, -
T-" SILL RISER (OPT! 1.810 in
1.870 1.770 1.770 1 _JL _1.4.15 0
1.600 __[ 3.1188 Ed v 2! a!
.060 L 3.572 i
�4-2.0061 .070 Fa
�-2.005� 1--2.005--4 INTERIOR INTERLOCK .582 1.62 ?
(NTMIOR INTERLOCK (OPTIONAL)
L I L
5 107.]
OUTER TRACK ASTRAGAL STILE INTERIOR -TRACK ASMGAL ME "I'S �-2.005-4 .572
INTERIOR TRACK ASTRAGAL
gas POCKET HOOK (OPTIONAL) .741
T- .080 1.831 2
1.501 2.591
L 341
.156A 1.920 2.810 :082J
F,115B L
EXTERIOR INTERLOCK .070- 0
I 1 62
'-' 13l
GG
.2a.,
�.2
;2.120
621
'M
2--
A;2� SILL RISER (OPTIONAL)
.625 1
3.510 SILL COVER(OPTIO
1*825 +25 1.600 1.870'
PRODUCT REVISED
Ith the Florida
AY25 MOA-No. 15-0619.06
020
Expiration Date 09/2212 OF drowing no.
WIO-31
Mfwnl-gzao Product control AL
INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL)
78 0
.60
1.615 2.270
Lni2S I.Bas .128 128 -T
.190 1.650 .260-T —H.640
L -A FRAME HEAD COVER
I%tU—
z
0
3.520 . gal ie &
ocea 8
1.056 .126 Am 4.7
.64
.�4 J
.774 ASO 2--T . - M
L7 —; . 2.412 1.520 L .060 b�p
—1.885 Q47 .344 Q 2 gil
ryo 2 .
F)
FRAME SILL COVER
@ FRAME jAMB (2 'TRACK) 1121
FEMALE CORNER ADAPTOR (90*) FEMALE CORNER ADAPTOR ('135-) MALE CORNER ADAPTOR m
75
--f 6
1.791 L
1.620
.i
FRAME JAM13 COVER
r
5.951 .080— 1.620 —.725
— 125 0
.065 0 ti p—
.545 T-
.090 1.620 11508 055 is
0
.664— 0
.625 '0
C Zj
K) RM PANEL CUP
FRAME JAMB (.3 TRAC .
0-2
21.
.12 .12
S6 .1211
"'0
PRO13UOT REVISED
as compl&V with the Florida
9,11ding d. N 0592
Empfration D2t( �"2/2020
BY dinwing n
W10— 1
ml iduct Uo—n--tr-OT
-1
7.750
tj
080
_T
'oh
7 1.250
tt�Lm_
T_ I
FRAME HEAD (4 TRAN)
0
2.600
.753 JL
7.730
MIN
c
FUME SILL (4 MCK)
1.375
FFME TOP CORN
4 TRACK SHOWN
0
0 ta
a w
Of
�i
1.620
m
1.620
0
7.i5O
1.620
.090
1525
.095 1.620
sip!
as
FRAME JAMS (4 TPACK)
PRODUCT REVISED
as comp%lnl with the Florlds
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NOA-No. 15-0619.06
Explafflon Date 0 2020
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Expiration Pat* 09/2212020
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wumnlr-�m Product control 0
MIAMI-D MIAMI-DADE COUNTY
WM MADE PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.1zov/econoniy
CGI Windows & Doors
10100 NW 25" 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 Coritrol 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 A14J (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 AHS -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 beefi designed to comply with the Florida Building
Code, including the High Velocity Hunicane Zone.
DESCRIPTION: Series "Sentinel 130" Aluminum Fixed Window - L.MX
APPROVAL DOCUME NT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window
(L.M.I.) (S.M.L)", sheets 1, 1.1, 2,3, 4, 5 and 6 of 6, dated 0 1/30/10, with revision F dated 04/10/15,
prepared by Al-Farooq Corporation, 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 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 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,%vill 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 and renews NOA# 14-0731.05 and consists of this page I and evidence pages E-1 and
E-2, as well as approval document mentioned above'.
The submitted documentation was reviewed by Manuel Perez, P.E.
CM1AM!D'A'D'EC0jNW NOA No. 15-0413.03
ExpirationDate: September 22,2020
ApprovaiDate: June25,2015
Page I
UMALL E. S70FFY AF0-,,H17ECTLPD;t
AA#W3379
0 APPROVED [] REVISE & RESUBMIT
F1 APPROVED AS CORRECTED n REJECTED
This reV15w ig only fo. general conformance with the design concept of the
preject and general compliance vAth the information 0,11%n in the contract
d�Dcuments. correctrops or comments made on the shop drawings du i ring
thi% rev' low do not raii-Tda the wntractor from compliance With the r8qL re-
me,nLq Cf the Dians and speciricafions. Approval ol a specific item shall not
0
include approval of El vz3ern'ally of which tha fttern is a c mponent. Coll-
; ill 10 conrgi -.o.d -and correUed at the
tra.-�,3ri3,eq0!'s'b'0fGf:D' NIS! nst"9 %brication prxBsses or to
job 9a; Infulifflation that portains solely tothe
the means, maftds, tuft[Cillas, squencer. and procedures of c0ristruc-
tion: coordinaton ofthe WO'k Of all 0'1'-E)r tmdes: and for poerfor.-Iij.",g ail work
in a safe and sa�ejactory manner.
(D
il 10 BY: Lq--