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ST. LUCIE COUNTY
ProductApprovalLC+Ii:u DIVISIOiJUSER: Public US¢r
P.al in Aremva! Hero , Product or Aonncatiun search> IAEppro�ed
tion D d AEVIT"'. E7 BY
DATE
FL If Y{_cI:S i1�;D PEFLr,Sll
Application Type i6iJ5 i UE KEPT ON J0B.0F3
Code Version NO INSPECTION WILL L2 bler,E
Application Status
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
and/or tee Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email --
Authorized Signature
Technical Representatve
Address/Phone/Email .
!`I
air
v:
t
t; it
Quality Assurance Representative
Address/Phona/Email
p :. 'rl
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Yea: (of Standard)
An 17r
Equivalence Of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval¢
Date Approved - -
P('r lndusV ies
1010 Technology Dri
5
(943) 486-0100Ext22316
tlrua rk@pgtind ustrlres es.core
Jens Rosowskl
jmsowskl@pgtindustdes.com
Jens Rosowski
1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 21140
drosowskl@pgtindustries.cem
Windows
Fiorizon[aI Slider
on Mark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
SIaB6�r$
TAS 201, 202, 203
Method 1 Option A
09/25/2017
10/16/2017
10/26/2017
HF.G4iIR 0 G; p!�.l n lyd :f' T, m THAT
KUYE 00M IU
coitlpLYVllrliALL Ar.';QCf%1jL[vxws. i
CONCFALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
lqunoo aJo7�
Year
1994
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Florida Building Code Online , - (, Page 2 of 3
Summary of Products
FL #
Model, Number or Name
Description
242.1
HR - 230 (Non -Impact)
Aluminum Horizontal Roller Window
Limits. of Use
Certification Agency Certificate
j Approved for use in HVHZ: Yes
F`243 R22 C CAC D-0411.O5.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
impact Resistant: No
04/05/2022
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance INDIA)
FL242 R22 1[ L7-041L05, df
for product performance Information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.2 HR-610(Non-Impact)
WlnGuard Aluminum. Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FI242 R22 C CAL_C IZ 411.OY.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
07/27/2021
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami, -Dade County Notice of Acceptance (NOA)
FL242 P22 it I2-C411.C7.odf
for protluct performance Information, anchorage details, and anchor
Verified By: Mlaml-Dade BCCO - CER
type, size, and spacing informs'
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
242.3 IHR'_ 210 (Impact)
WlnGuard Aluminum Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for u In HVH2; Ytl4
FL242 H22 C CAC 12-0411,OB.pdP
Approved for use VHZ: Yes
ua' anon Dale
Impact Resistant As
12/21/2021
Design Pressure:/
Installation Instructions
the
Ocher: Please see the Miami -Dane County Notice of AcceC.hch
FL242 ft22 tl 17-0411 06 d!
for product performance inforfation, anchorage tletails, aVerified
By: Mlaml-Dade BCCO - CERtype,
Size, antl spacing informati0fi.
Createtl by Independent Third Parry:
Evaluation Reports
_
me e y cp en no Party:
242.4 HR' HIO (Large Missile Impact)
Mind -Story Aluminum Honontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL242 R22 C CAC 12-0411,03 LM.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
11/01/2022
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami-D!de County Notice of Acceptance (NOA)
FL242 R22 11 17-0411 03 LM.odf
for product performance information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing information.
Created by Independent Third Party:
-
Evaluation Repc:ts
'•
Created by Independent Third Party:
242.5 _ _- Hh_- 810 (Small Missile Impact)
Multi -Story Aluminum Horizontal Roller Window
I Limits of Use
Certification Agency Certificate
Approved for use in HM: Yeas
FL242 R22 C CAC 12-0411.04 cWodf j
i Approved for use ons a H'v H'c: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yea
11/0112022
Design Pressure: NSA,
Installation Instructions
Other: Please see the Mlami-tat @ County Notice of Acceptance INCA)
FL242 1322 11 Z( LW31.04 SM.udf
for protluct performance in(orm3blin, anchorage details, and anchor
Verified By: Mla:r -Dade BCCO - CER
type, size, and spaorg information.
Created by Independent T6lyd Party:
-
Evaluation Repo; is
Created by Inde rendent Third Party:
242.6 _ _ . HR-5410 (Nor -Impact)
Vinyl Horizontal Rnller Window _
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL242 R22 C C'C_ I7-0411.09.udr
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/24/2020
Design Pressure: N/A
Installation In.::cuctions
Other: Please see the Miami-Dloe County Notice of Acceptance INCA)
FL242 R22 II 17-0431 09.odf
for product performance information, anchorage details, and anchor
Verified By: Mlami-Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third Parry:
Evaluation Repots
Created by Independent Third Party:
242.7 - HR-5510 (Impact)
Vinyl Horizontal Roller Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ::Y�-ss,
FL242 R22 C CAC 17-041 0i tlf
Approved for use ootsld¢ "I: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
09/24/2020
Design Pressure: 01A 1 i.
Installation Instructions
Other: Please see the Miaihl-Dade County Notice of Acceptance (NOA)
FL242 R22 IT 17-041108bxplr
for product perfmmanEe Iniormaildn, anchorage details, andanchor
Verifietl By: Miami -Dade BCCO - CER
type, size, and spacing information:
Created by Independent Third Party:
Evaluation Reports
_ - —
Created byIndepelldem ThlN Party:
�242.8 -SGD'-]20 Window (Impact)
Aluminum Horizontal, Roller Window
j Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL242 R22 C CAC 17-0420 12 W' d w tlf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/12/2020
Design Pressure: N/A
Installation Instructions '
Other: Please see the Miami -Dade County Notice of Acceptance INCA)
FL242 R22 li 17-0420 1] Windowed
for product performance information, anchorage details, and anchor
Verified By: Mlaml-Datle BCCO - CER
'�. type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
-
Created by Independent Third Party:
242.9 -'. SGDi2500 Window (Non -Impact
Aluminum Horizontal Roller Window
Limps of Use ;r -
Certification Agency Certificate
Approved for use i HV 2: Yep;
FL242 R22 C (AC IP-042015 W' d df
Approved for use cast C HVHZ: Yes
Quality Assurance Contract Expiration Date
impact Resistant: No' -
05/22/2018
art., 1
P P ib
F
http://www
2/15/,2018
Florida Building Code Online ,
Page 3 of 3
Design Pressure: N/A
Installation Instructions
Other: Please see the Mlaml-Dade County Notice of Acceptance (FICA)
FL242 R22 It 17-042015 W'Indow.ndf
for product performance tnfdrmagon, anchorage details, and anchor
Verihed By: Miami -Dade BCCO - CER
type, size, and spacing drannatidn.
Created by Independent Third Party:
Evaluation Reports
g fgt)31
-•55y0
Created by Independent Third Party:
242.10 "s O SG Window (Impact)
Vinyl Horizontal Roller Window
Limits of Use -
Certification Agency Certificate
Ill
Approved for use In HVH2: Yes'.
FL242 R22 C CAC 1T-0420. 16 Wlndnwndf
Approved for use outslAe HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: Yes, „
O8104/2021
Design pressure: N/A -
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
P 242 R22 It 17-042016 Window odf
for product performance lhformabon, anchorage details, and anchor
Verified By: Mlaml-Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third Party:
.. 6a' Sb dart
b1 CO � :: FL 1601 Mar State Road. Tallaha55ee 32399 Phone: 850 487-1624
i Yrl . On �
The State of Florida Is an PA/EEO employee Coovdoht 2007-2013 State of Florida.:: Privacy Statement :: Accessibliity Statement :: Refund Statement
Under Fladda law, email ad`dressas am public records, if you do not want your e-mail address released In response to a public -records request, do not send electronic
mall to this entity. Instead,'contect the office by phone or by traditional mall. If you have any questions, please contact 850A82.1395. •Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide Me Department with an email address if they have one. The
annals provided may be used for of dal communication with Me licensee. However ¢mall addresses are public record. If you do not wish to supply a personal address,
please provide the Department whhf3n email address which can be made available to the publc To determine if you are a licensee under Chapter 455, F.S., please
thick here .
Product Approval Accepts: ' I'
Credit Card
Safe
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MIAMI•DADE i Il3 MIAMI-DADE COUNTY
a 1 7 j PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY, AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADDIIMSTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTkiCE (NOA) F t vnvw.miamidadesov/economv
PGT Industries, Inc. r"
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section tobe used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ) .";;
This NOA shall not be;walid after the expiration date stated below: The Miami —Dade County Product
Control Section (In Miami —Dade; ounty) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product oriT aterial tested for quality assurance purposes. If this product or material
fails to perform n 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 produce or material within their jurisdiction.
RER reserves the right to rev6 ee, 'his 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 hcen deswith the Florida Building
Code, including the ' e ocity Hurricane Zone.
DESCRIPTI : Series "BR-710" Aluminum Horizontal Rolling Window — L.M.I.
APPROVAL D 27-10 titled "Alum. Horizontal Ro] dow, Impact",
sheets 1 through 11 of 11, dated'02128/06, with revision H dated 03/24/17, prepared by manufacturer, signed
and sealed by Anthony Lyi rt;M er, 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. ' ' 1 '
;
MISSILE IMPACT Ra;, GYLarge and Small Missile Impact Resistant.
LABELING: Each unit sI
model/series, and following
noted herein.
with the mariufacturees name or go, city, state,
un pp a unless otherwise
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 maritifacture of the product or process. Misuse of this NOA as an endorsement
of Any product, for sales, advertiosing or any other purposes shall automatically terminate this NOA. Failure
to comply with any sectiontof;thi�'NOA shall be cause for termination and removal of NOA.
n
ADVERTISEMENT: Tle�;�10A number preceded by the words Miami -Dade County, Florida, and
followed by the expiratioq.,daterrhay be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be doire in;its entirety.
INSPECTION: A copy of'thi' '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 re-Oses NOA# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
rt
MIAMI-DADE COUNTY Isar
... , I
��Izs�z„r?
1r
l r
a. "I
NOA No.1 -
Expiration Date: December 21, 2021
7
Page 1
PGT Industries.
A.
t
DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 07-0815.09 and 06-0405.06)
2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1
through 11 of 11, dated 02128/06, with revision H dated 03/24/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
TESTS
1.
2.
3.
Test repoi&bn:1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC firmed window and -an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Ouraseal' spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Rejorts No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted "under previous NOA No. 16-0714.13)
Test report§'on:'1) Large Missile Impact Test per FBC, TAS 201-94
21 Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with -barked -up drawings and installation diagram of an XOX aluminum
horizontall slidirig window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FYLti 5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E.
(Submittedtcnd(erNOA No. 07-0815.09) -
Test repoats 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
`t '6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an XOX aluminum
horizontal sliding window, prepared by Fenestration. Testing Laboratory, Inc., Test
Report N6:'FTL`,,4858, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted.ut
NOA No.06-0405.06)
E-1
orge M. Plasencia, P.E.
Pro ct Control Unit Supervisor
NOA No. 17-0411.06
Expiration Date: December 21,2021
Approval Date: August 31, 2017
PGT Industries, Inc. t;
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED) ;
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test Loading per FBC TAS 202-94
13) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with iriarked-up drawings and installation diagram of an XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No F f"' 859, dated 03/08/06, signed and sealed by Edmundo Largaespada,
P.E. -
(Submitted underNOANo. 06-0405.06)
C. CALCULATIONS'''
1. Anchor verification calculations and structural analysis, complying with FBC-5"
Edition (2014) and FBC-6'n Edition (2017), dated 03/31/17 and revised on 07/28/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
t'
D. QUALITY ASSURAPi"CE
1. Miami -Dade department of Regulatory and Economic Resources (RER).
E. MATERIAL CEIrrIFICATIONS
1. No. 16-1117.'01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, .
Clear, and Cotdr PVB Glass Interlayers" dated 000/17, expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5te Edition (2014) and FBC-
0 Edition Q017), dated 07/28/17, issued by manufacturer, signed and sealed by A.
Lynn Miller,T.E
2. Statement letter' of no financial interest, dated 03/31/17, issued by manufacturer,
signed and'sealed by A. Lynn Miller, P.E.
3. Proposal N . !164372B issued by the Product Control Section, dated 11109/16, signed
by Manuel Perez, P.E.
4. Proposal No! 1610125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda;tP.E.
(Submitted unddrpreviousNOANo. I6-07I4.13) 1
rge M. Plasencia, P.E.
Pro 'et Control Unit Supervisor
ei 'r�4SS' NOANo. 17-0411.06
Expiration Date: December 21, 2021
Approval Date: August 31, 2017
�•. - E-2
PGT Industries, Inc. '
RJ ,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS tcoNTPUMED>
5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration
Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 07-08.15.09)
6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued
by Fenestration' Testing Laboratory, Inc., dated 03/08/06, signed and sealed by
Edmundo,Laigaespada, P.E.
(Submitted under NOA No. 06-0405.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.13, issued to PGT Industries for their Series
"HR-710" Aluminum Horizontal Rolling Window— L.M.I., approved on 09/01/16 and
expiring on 12/11/21.
..,.
1
le
�L
orge M. Plasencia, P.E.
P7uet Control Unit Supervisor
NOA No. 17-0411.06
Expiration Date: December 21, 2021
Approval Date: August 31, 2017
E-3
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m
. GLAZ G OPTIONS: (SEE DETAILS ON'SHEET 2). -
A 5 6" LAMI CONSISTING OF (2) LITES OF 118"ANNEALED GLASS WITH A.09O"PVB INTERLAYER.
!18" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER.
C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER,
D. 7/16" LAM{'CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .09T PVB INTERLAYER.
E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16-ANNEALED GLASS AND (1) LLTE OF 3/16" HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER.
F. 7116" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER.
G. 13116- LAMI IG: (1) LITE OF 1/6" OR 3/16" ANNEALED (MIN.) GLASS, 5/1W OR aW AIR SPACE AND 5/16" LAMI
CONSISTING OF (2) LITES OF 1/8"ANNEALED GLASS WITH A.090' PVB INTERLAYER
H. 13116' LAMI IG: (1) LITE OF 118' OR 3110" ANNEALED (MIN.) GLASS, 5/16" CR 3/8" AIR SPACE AND 5116" LAW CONSISTING OF (1) LITE OF 1IW ANNEALED GLASS AND (11 LITE
OF 118" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER.
L 13/16" LAMI IG: (1) LITE OF 1/8' OR 3/16"ANNEALED (MIN.) GLASS, 5/16" OR 0/8" AIR SPACE AND 6H6' LAMI
CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER.
J..13/16"tiAMI1Gi1(I)'LITE OF I/0"OR 3/16" ANNEALED(IMIN.) GLASS, 3116.OR 1/4"AIR SPACE AND 7/16"LAMI
.CONSISTING OF (2)'L'ITES OF 3116" ANNEALED GLASS WITH A .690- PVB INTERLAYER
—K13/16"WAI IG(i)I-ITE OF'1/8"OR 311 B"ANNFALED(MIN:) GLASS, 3/16"OR 1/4-AIR SPACE AND 718-Ld111
'-'CONSISTINNG OF(1) Lnc OF 3(16"ANNEALED GLASS AND{l)LITE OF 3/16"HEATSTRENGTFIEKCD GLA B WITH A.09w PVB INTERLAYER.
"E003416PSAMFIGk{t)LaE OF9/8'CR3/i6"ANNEALED"(MIN.)GLAS.4, 311W OR 1W AIRSHACF. AND7116":LAMI ,.i.e •_. r.•ec.r •F,^ II"!zan.cw.NGTO ANe�onrrrr
CONSISTING OF (2) LITES OF 3/i6- HEAT STRENGTHENED GLASS WITH A.090" PVB INTERLAYER
2. CONFIGURATIONS: OX XO, XQX .
3. DESIGN PRESSURES: (SEE TABLES, SHEET 8)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PP.ESSURE AND GLASS TABLES ASTM E 1300.
'B, POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD, • •`
4. ANCHORAGE: THE 331f3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9THROUGH 11 FOR ANCHORAGE DETAILS.
5. SHUTTERS ARE NOT REQUIRED.
B. FRAME AND PANEL CORN ERB SEALED WITH NARROW JOINT SEALANT OR GASKET,
7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL5330.
ELCO ULTRACON NOBS
ANSI/AFBPA NOS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
B. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE', INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
9. FOR INSTALLATION IN THE HVHZABOVE 30 FT, GLASS TYPES G-LSHALL HAVE ATEMPERED I.G. GLASS CAP. BOTHTHE DP AND ANCHORGUANTITY REMAIN UNCHANGED.
Anchor
Gmup
rams
Me er
Substrate
Min. Edge
Dismnoe
Min. O.C•
Distance
M1n.
Embedment of
Metal Thickness
A., :e'
12, Steel SMS-(GT. 5).
ie:::i:!. _st ld Bryon+='
metal substrata)
All
a
9/18"
718"
_ 4&8'
-
E083-TSAN1rImml�.
318"
SITE,
V6"
A.
3/8"
9118,
0.04E 78 Gel
B
114 co itmCont
Jamb
Hollmv Block ASTM C90)
1-3/4"
it
1-114"
All
Concrete min. Z65 ks1
1'
4"
I-T4'
All
Southern Pine 5G=0.55
1'
1"
19/8"
1/4" 4105E Elco CmtaFlax ®
All
Scuthem Pine (SG - 0.55)
1"
1"
I-wr
C
1/4" 410 SS Elco CmteRax ®
Jamb
Hollcw Block, (ASTM C90
2-V2
B'
1-1/4'
All
Concrete (min. 3.35 ksp
2-1/2"
4'
1414'
TABLE 2:
Material
Min. Fr
Min. F.
Steel Serea•
ReJ
120ke1
EIcd Ukr.Cen 0
155 "1
17 kei
410 SS
T5Aluminum
la ksi
Mhal
nca379 Aluminum
25MI
30 kW
Gr. 33 Sroel Stud
33 Sal
45 kel
IMPACT RATING
DESIGN PRESSURE RATING
LARGEBSMALL MSSILE
IAIPACT RESISTANT
VANES PEROPTIONS,
SEE SHEETS
1) WHERE SUBSTRATE
CONDITIONS REQUIRE
ANCHORAGE FROM MORE
THAN ONE OF THE ANCHOR
GROUPS ABOVE, CHOOSE THE
ANCFIOR GRCUP OF THE
LOWEST LETTER FOR ALL I' ^
SUBSEQUENT TABLES IN THIS
APPROVAL.
2) FLATHEAD ANCHORS MUST
BE #12 TRIMFIT HEAD.
'
LODE&/STANDARDS USED:
e20TT FLORIDA BUILDING CODE (MC), BTH EDITION
e2014 FLORIDA BUILDING CODE (FBC), 5TH W9ION
eASW E7300-0g
eANSIIAFBPA NDS-2m5 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADW2015
eAISI $100.12
•AISC 361
NOA DRAWING MAP
SHEET
GENERAL NOTES.............1
GLAZING DETAILS ............
2
ELEVATIONS .....................
3
VERT. SECTIONS .............
4
HORIZ. SECTIONS............
4
CORNER DETAIL ..............
4
PARTS LIST .......................
5
EXTRUSIONS ....................
6
INSTALLATION ..................
7
DESIGN PRESSURES.......8
ANCHOR QUANTITY ....._..9-11
PRODUCT REVISED
as pM gwife the Fludda
Building LLode
NOA-No. 17-0411.06
32V17:NEWLIYOUT,SNEET
REORGANIZATION.UPDATED
ANCHOR OUANT'RYPER M
2017. CHANGED ANCHORTYPES
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HOT-MaT8M'L
STRUCTURAL
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FOAM
WLM
DESICGNr
Cil 11e'PNNEPLED OR HEAT STRENGTH NEO GIASS 3,!'M6:ALfDORHEATSIRENGVENEDGL S
71=O6R PVS INIERIAYER E90 PVB WTERLAYER
iR ANNEALED Oft HEAT 6lRFll3T VIED GLA56 3I1S ANNFAIEOOR HEATSTRENGTHENEO GV59F 4SGITPS CE TNT G
SM16 NDM 1/18 LAMINATED
5/18 LAMINATED GLASS 7/16 LAMINATED GLASS LASS IM. GLASS
SPACE
p. R�NXT,,
^- EXrERIOft INTERIOR [� _
(ALL8ECTIONS) •'i I. '.c`L xr. a4..::. 11. Cu- i-71
ALW,IINVM
50 REINFORCEMENT paMS6 DESICCAMFlLLAREA
aInYLENE 6/1WNOM.
5/1TNOM. SEAL
BUTri6 BILICONE SEAL
1/2" NOM. DESICCPM ROLL -FORMED
GLASS BITE FOAM STAINLESS STEEL
GLASS
I—F-1MIe'NOM.
13/16' LAMI IS GLASS W/ 5/16' LAMI 13116" LAMI IG GLASS W/ 7/16" LAMI
GLASS TYPES:
A. WIT LAMI -(1/8" A,.090" PVB, 1/8' A) "
B. 51W LAMI -(1/8'A,(390"PVB, 1/0"HS)'
C 51WLAMI . (118" HS,.090" PVB, 1/e' HS) .0
D. 711T LAMI - (WI6' A,.090" PVB, 3/18' A)
E. 7116- LAMI-(3/16' A,.09T PVB, 3116" HS)
F. 711W LAMI - (3116" HS,.090' PVB, 3/16" HS)
G. 13118" LAMI IG -1/8" OR 311W A (MIN.), 5/16" OR 310" SPACE, 5/16- LAMI - (1/8" A.090" PVB, 1/W A)
H. 13116" LAMI IG - 1/8" OR WIG' A (MIN.), 5116' OR 3/8" SPACE, 5/16" LAMI - (1/0" A..09W PVB,. W HS)
I. 13116" LAM[ 10 -1/W OR 3/16" A (MIN.), 5/16' OR 3/8' SPACE, 5/16" LAMI - (11W HS,.090' PVB, 1/8' HS)
J. 13/16' LAMI IS -118' OR 3116-A (MIN.). 3116- OR 114" SPACE, 7/18" LAMI-(3116" A,.090" PVB, 3/16" A)
K. 13116' LAM] IG -1/8" OR 3/10" A (MIN.), 3116- OR 1/4" SPACE, W16" LAMI-(3l18" A,.090", W16" HS)
L. 13/1G" LAMI IG -118" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI-(3116" HS,.090', 3/16" HS)
FOR INSTALLATION IN THE HVHZ ABOVE 30
FT, GLASS TYPES G - L SHALL HAVE A
TEMPERED I.G. GLASS CAP. BOTH THE DP AND
ANCHOR QUANTITY REMAIN UNCHANGED.
l Pli
VB"= KURARAY TROSIFOO PVB INTERLAYER ,.n 1
C(V�- `TNT. GLASS
6T
DURASEA0
SPACER
'U-1 `INT.GtA55
XL EDGE"
SPACER
Part/
Description
Materiel
85-
Kommalling 430-TP$ Spacer System:
86
Ouari" Super Spacer rr f 'Hot Melt Butyl
See this
Sheet fir
87
Quanex Dumseal Spacer
Materials
88
CaNlnal J1 Edge Spacer
PRODUCTREVISED
as auiltlinglLetlin
eWlth Na Florida
NaA-No. 17-0411.06
E,,lan o 1 12/21/2021
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I
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DETAIL B - XOX (1/4-1/2-1/4)
DETAIL C -XOX (1/3-1/3-1/3)
NOTE:
33 MAX.
339/16°MAX.
1. SEE SHEET 4 FOR VERTICALAND HORIZONTAL SECTION DETAILS.
LO FIXED C
DLO VENT
3"MAX.
SEALANTORGASKET
— —
—
GE
AT HEAD AND SILL
A
I
A
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15
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MAX.
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DLO
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LITES I.F. FRAME
0 I X ALL
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1 13 FLANGE FRAME
C
73" MAX WIDTH I.F. FRAME VIEW D-D
• MAX. WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION)
ETAIL A - OX OR XO
I
1
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B PRODUCT n REVISED
a cmgl�rhne with the Floxaa
xoA-No. 17-0411.06
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MAX. VENTDLO I-- MAX FIXED DLO --I MAX. VENT DLO Erylramn Dare 12121@021
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MAX. WICTH (FLANGE FRAME) m�am raauc�canwi
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4053
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7
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640660
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6063-T5:A .
.... 612240
22
I683
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616830
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2251
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71096
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7858
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64126
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1683
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67MOK
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LF.FRAMBBP.AD
6063-1'6AL
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6063-TEAL
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64140
43
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IF. FRAME7AMB
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GIAZINGSQI DOW 791 899 995OR(E7700
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62
5/16'LAMI 1/8" HS .090PVB 1/8" IM
63
7/I61AMI /16'A.090P 3/16'A
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67
13/16'LAMIIGV8"A(MIN.),YSe AIRSPAL715/16"LAMI V8"A.090PIM UB"RS
68
13/1CIAMUGUS"A
ININS'AIRSPA
5/16"LAMI 1/81S L09DPVB V8"HS
69
13/16'LAMI 103116"A
IN. 5/16"ABiSPA($S/t6'LAMI I/VA,.090 FVM 1/e"A
70
13/16" LAMIIG3/16"A
(MIN.). 5/16 AIRSPA
5/I6" EAMI Ve'A .090PVB' 101 S
71
13116' LAMIIG3/16"A
5/16 ABISEPACR 3/l6'LAMI (VrH&.MPVB IM
72
13/I6-LAMIIGI/WA
. V4"AIRSPACE7/16'IAM1 IG'A..090PVB.3/16"A
73
13/16" LAMI IGI/8"A
V4" AIRSPA
7/l6' LAMI /16"A .090 3/I6H5
74
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IN. V4" AIRSPA
711V IAMI /16mlB .030E
ME
75
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7/l6"IAMI /16'A.070PVB
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76
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77
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3.162
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SRICONE
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as complying with the Flodda
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NOA4o. 17-0411.06
Ep4a6on Date 1212112021
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SEEANCHOR
TABLE. SHEET 1
IxWOOD
BUCK, ,
EE ANCHOR TABLE, SHEET 1
SEEANCHORtk
TABLE, SHEET 1N.
BEE ANCHOR
` TABLE, SHEET 1
2x WOOD BUCK,
NOTE/B' NOTES:
1. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS
WHOSE TOTAL THICKNESS IS LESS THAN I I/2', ix WOOD BUCKS ARE OPTIONAL IF
UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS
DEPICTED AS 2x ARE 110 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE
OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY
PRODUCT REVISED
lM iM1e Plod4a
NOA-Ne 17-0411.06
E plreOP,>D.t. I2121/2021
NOTE
MBuIII
1/4
SHIM
HAVING JURISDICTION.
2. FOR ATTACHMEM TO METAL: THE METAL STRUCTURAL MEMBER SHALL BE OFA
W THESE DETAILSZE TO PROVIDE FULL SUPPORT FOR 2x WOOD BTUOCKSE WINDOW FRAME SIMILAR TO THAT SHOWN
SEEANCHOR SEEANCHOR
TABLE, SHEET 1 TABLE, SHEET 1 3. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
DETAILAA DETAIL CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF
FLORIDA BUILDING GODE.
_ TYPICAL FLANGE FRAME HEAD SECTIONS I
> 4.0.131'OIA. MIN. )(121)2'NAIL AT CORNERS AND 5' O,C. TYPICAL DETAILS G, H & L
1/4' —_
MAX 19/g' SEEANCHOR if
SHIM MIN. {-.- 114" MAX. SHIM �-I f�- INTERIOR
II II TABLE, SHEETI
SEE ANCHOR
TABLE•SHEET1 /n' SEE ANCHOR
1/All TABLE. SHEETI
(JAMB DETAILS E. F B I) EXTERIOR 2-UTMIN. EMBEDMEM
un
EXTERIO TERIOR
SEEANCHOR (HEA&SILL DETAILS A, B,C,I
TABLE, SHEETI
2x WOOD BUCK NOTE 1 J 1 1x WOOD BUCK NOTE 1 J SEE NOTE 4 S/g• MIN. EDGE
DETAIL E DETAIL F
TYPICAL FLANGE FRAME JAMB SECTIONS
SEE ANCHOR
TABLE, SHEETA
SEE
SHEET
1/4'
SHIM
MAX
BEE ANCHDR
TABLE, SHEET 1
SEEANCHOR 2xWOOD
TABLE. SHEETI BUCK
DETAIL C NOTE 1
SEEANCHOR
TABLE, SHEET 1
1!4' qL
MA1C
SHIIM
SEE NOTE 4—
131B MIN.
SEE ANCHOR'I'ABLE, SHEET 1
DETAIL D 2-11T MIN. EMBED
II EDGE N.
0 EDGE
DETAIL H (HEAD)
r
EDGE
'MIN. SEE NOTE4
MBED
DETAIL I (JAMB)
CCMPLYIMTit NEW
ANCHORAGE.A DNOTE4.
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TABLE 6:
TABLE
7:
- _
GLASS TYPES:
A.5/16°LAMI-(7/8'A,.090"PVB, 1/8'A)
B. 5/16- LAMI - (1/8' A,.OPD' FVB, 1/8-HS)
C.5/16-LAMI-(il8°HS,.090'PVB, 1/8'49)
D.7/16•LAMI-(3/16- A,.D90' PVB, 3/16°A)
E. 7/16" LAN -(3/16" A,.090' PVB, 3116' HS
)m'
P. 7/16-LAM]-(3/16'HS,.090"PVS,3/16'HS)
G.13/16'LAMIIG-1/S"OR3116'A(MIN.),5/16-CR3/B'
SPACE, 6/76°LAMI-(1/8'A,.090'PVB, 7/8'A)
H.13116-LAMI IG-1/8°OR 3/16- A(MIN.), 5/16' OR S/8°
SPACE, 916°LAM] -(1/8'A,.09D'PVB, US-HS)
I. 13/16'LAMIIG-1!e'OR 3116'A (MIN.), 5/16'OR 3/8°
SPACE,S/16-LAMI-(1/8' HS,.090' PVB, 7/8°HS)
IM16-LAMI IG-1/8'OR 3116-A(MIN.),3f16'OR1f4-
SPACE,7fi6'LAMI-(3116'A.090'PVB, 3li6'A)
K. 13R8'LAMI IG-71B'OR3%6'A(MIN.),3176°OR 1/4'
6' SPACE, 77IFI-AMI.(3/16 A;:09D' PVB, 3/16'HS)74'
0- ,;L'•'13fl6° LAM[ IG-1/8'OR 3/1S'A-(611NJ, 316' OR 1/4' :
SPACE,7/16'LAMI-(3/16-HS„Og(r PVB, 3/16'HS)
,_ .. -•-"
NOTES
1)FOR WINDOW SIZES NOT SHCWN,GO70 NEXT LARGER`�"'
IN TABLE+J5.OIa5A
2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FINM•
WINDOWS, SUBTRACT I' FROM TABLE SIZE DIMENSIONS.
3) FOR INSTALLATION IN THE HVHZABOVE 30 FT,GLASS
TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP.
BOTH'fHE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
MaXBnum
ODaign P7NSum,
XOor OX
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TABLE KEY: O X
1+C2+1 3 ANCHOR QUANTITY PER JAMB
HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF (2) ANCHORS
CENTERED ON THE MEETING RAIL
PLUS (1) ANCHOR AT OPERABLE
VENT AND FIXED SECTION. (4)
ANCHORS TOTAL AT HEAD AND SILL
(4- MIN. O.C. ANCHOR SPACING)
H-+-18 3/4' MAX I ,
`f -+{ (-4. MIN:, 30-)f2'MA%
X
MTG. RAIL
EXAMPLE CLUSTER W! CITY. OF (2) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
NOTES
1) WINDOW DP / ANCHOR QUANTITIES ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD S SILL f0'ire MAX. ON EACH SIDE OF
MEETING RAIL CENTERLINE.
183/4' MAX FROM CORNERS.
JAMBS: B' MAX FROM CORNERS AND 221/2'
MAX O.C.
2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW IN TABLE.
3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1' FROM TABLE SIZE DIMENSIONS.
4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS
TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP.
BOTH THE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
PRODUCT REVISED
eumplying with the Fladda
nalep case
.41.. 17-0411.06
�plmt on Date 12/21/3021
*:' No. SB]1U"
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X O X
1+C3+1+C3+1 3-ANCHORQUANTRY PER JAMB
HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF (3) ANCHORS CENTERED
ON EACH MEETING RAIL PLUS (1)
ANCHOR AT EACH OPERABLE VENT
PLUS (1) ANCHORS AT FIXED SECTION.
(9) ANCHORS TOTAL AT HEAD AND SILL
(4" MIN. O.C. ANCHOR SPACING)
253/4 MAX.- 1
r-4 MIN.. V0 112' MAX- I -
MTG. RAIL, TYP.
EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS
(SHOWN IN TABLE KEY ABOVE)
NOTES
1) WINDOW DP J ANCHOR QUANTRTES ARE BASED ON THE
FOLLOWING DIMENSIONS''• „dG•i.
HEAD & SILL: 1010 MAX,,gN EACH SIDE OF
• .MEETING RAIL CENTERLINE.
25 31r MAX. FROM CORNERS.
JAMBS: W MAX FROM CORNERS AND 22 IN'
MAX. O.C.
2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER
WINDOW IN TABLE.
3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
WINDOWS, SUBTRACT 1- FROM TABLE SIZE DIMENSIONS.
4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS
TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP.
BOTH THE DP AND ANCHOR QUANTITY REMAIN
UNCHANGED.
5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
PRODUCT REVISED
Binplyo ' wi h the Florida
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3
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]
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a
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9
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]
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apl�=+j
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CN
]119
YCMx.Ra
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HRN+CNI
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3ata
wQ.NQN
3
H
3
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ar
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3
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a
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OR61•
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3
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3
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3
+Q
I.»QN
]
ifQraKNI
a
TABLE KEY:
X O' X
1+C2+2+C2+1 3 --ANCHOR QUANTITY PER JAMB
HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF (2) ANCHORS CENTERED
ON EACH MEETING RAIL PLUS (1)
PRODUCTREVISED
ANCHORAT EACH OPERABLE VENT
9ulimng l�ode.1th the Flood.
PLUS (2) ANCHORS AT FIXED SECTION.
NOA-No•
17-041.1.06
(8) ANCHORS TOTAL AT HEAD AND SILL.
Expiration Date �12/21/2021
(4- MIN. O.C. ANCHOR SPACING)-
mm,.l-D
1
1]
• 25314"MAX.
F.--4'MIN, 10-12"MAX
3rza iE0 iPe�En
ELEVATION.
0, MAX
q'TYP.
QQ
a
g
3
x
]w
i
MTG. RAIL,
EXAMPLE CLUSTER W1 QTY.
y n
o
-W
OF (2) ANCHORS
o
w
ri
(SHOWN IN TABLE KEY ABOVE)
N
f z a
�a
a
ww`0
tv
oZ
Q3
Q
z
NOTES
8
F
O
X
N
1) WINDOW DP /ANCHOR QUANTITIES ARE BASED ON THE
wwD
FOLLOWING DIMENSIONS: .-n. _
o
HEAD GSILL: 10 t2 MAX: ON EACH $$IDEOF
�
�
-
t.
-
MEETWGRAICCENTERLINE.
253W MAX. FROM CORNERS.
Q
¢
JAMBS; 9 MAX. FROM CORNERS AND 22112"
MAX. O.C.
2) FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER
WINDOW IN TABLE.���'�tOEND�•�.��1
,.1"NV LYNA(",,
3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN
No. 58TQ5
*'/� •'1t
WINDOWS, SUBTRACT V FROM TABLE SIZE DIMENSIONS.
4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT• GLASS
%y •;µ ��:
TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP.
% O.(� aTAiE D (V��
BOTH THE DP AND ANCHOR QUANTITY REMAIN
�i
UNCHANGED.
G+3a'•oRIDP.G�C�`:
5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2.
ALyxH ulurn,Pl!.
j
P.FJ 59TBB
I
Florida Building Code Online Page 1 of 3
1{ a�}' �� pp•,t�� �p d., n �$ FOP; _ L �....
w�E'�w„ka."Ym7:ffi�•' ��, 3'� �"'u �'"� .. a `� 8 4..
BaS Home et Log In i User R,tatotion I Hot Topics submit Surcharge Stars &Fags Publications j FBC Stag ; BCIS Site Map i Unks i search
ST. LUCIE COL'N1Y
r s �UILCid3 DIVISI^•�Product Approval USER: Public Use : �R'? 'P
d"bpr e3Z1COAY R> -Zi
Pmnncr A rmrv1l Merl > I' S,,rlti >n lic#io Jsr>a cation tail
"�.TF - /
FLY F23-R20 YI ti;;J AND I�Ei1w1"I
"°a'" '" Application Type Revision �ilJ'J uE KEPT ON JOE OR
Code Version NO INSPECTION WILL G' rear=
Application Status f L,2LO141
p d
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the PQC
and/or the Commission if necessary.
41;
Comments ^•
Archived 1°u
Product Manufacturer
PGT [ntlustties
Address/Phone/Email
10]O Technalog e
34D5
(941) 486-0100 Ext 22318
druark@pgtindustHes.com
Authorized Signature
Technical Representative b
Address/Phone/Email
Quality Assurance Representdtiv-2
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
]ens Rosowski
jrosowski@pgtiodusttles.com
]ens Rosowski
1070 Technology Drive
Nokomis, FL 34275
(941) 486.0100 Ext 21140
jrosawski@pgtindustrias.com
(3.V.n
ark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
Referenced Standard and' f^-ar(:f.Standard) Standard
TAS 201, 202, 203
Equivalence of Product Standards
Certified By
THFSE PLAN'S ,;:I,, a I--,1ang77,,% 'T Ti
ARE Stio-IECT :!i lii i;11, �l l5
REQUIRED _rsi NYID IIiaP ''TI'iS THAT
NAYU[ IECs .A.,iYL10iEpffi"I )
COLiPCf VVITH ALLAPPLICAU"i WDFSt.
ZCFALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
. CONTUCTOR OF.RE---CORD
V:E. l;t^r3 r
Product Approval Method t. Method 1 Option A ✓
Date Submitted 12/08/2017
Date Validated - 12/20/2017
Date Pending FBC Approval f: c
Date Approved 12/25/2017
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I
Florida Building Code Online
Page 2 of 3
Summary of Products
FL#
Model, Number or Name
Description
243.1
CA-640 Fixed (Non -Impact)
Aluminum Fixed Window used with CasemenUAwning
Limits of Use I
Certification Agency Certificate
Approved for use In HVHZ: Yes
F043 R20 C CAC 17061413.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/11/2023
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance INDIA)
FL243 R20 T1 17061413.ndf
for product performance Information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
!. type, size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
243.2 CA-740 Fixed (Large Missile impact)
Aluminum Fixed Window used with Casement/Awning
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL243 R20 C CAC 1706141.5,rel
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
04/11/2023
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL243 R20 71 17061415.0f
for product performance Information, anchorage detalls, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
de
Createtl by Independent Third Parry:
j 243.3 _ PW I'220 (Non -Impact)
Aluminum Fixetl Wiotlow
Limits of Use I
Certification Agency Certificate
Approved for use In Mli Yes
FL243 R20 C CAC-17061405. odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/18/2021
Design Pressure: N/A
Installation Instructions
!, Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL243 R20 TI 17061405.20/
for product performance Informabon, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
!type, size, and spacing Information.
Created by Independent ThIM Party:
Evaluation Reports
'
Created by Independent Third Party:
�243.4 IPW-62D(Nen-Impact)
Aluminum Fixed'Wlndow
Limits of Use
Certification Agency Certificate
j Approved for use In HVHZ: Yes
FL243 R20 C CAC 17061410.odf
Approved for use outside ifybZ: Yes
Quality Assurance Contract Expiration Date '
Impact Resistant: No z
02/19/2019
Design Pressure: N/A
Installation Instructions
Other: Please see the Mlalill-DaHe Coenty Notice of Acceptance (NOA)
FL243 P20 It 17061410.odf
for product performance infdrmation, anchorage detalls, and anchor
Verified By: Miami -Dade BCCO - CER
j type, size, and spacing, infer
Created by Independent n1rd Party:
Evaluation Reports
I.
Created by Independent Third Parry:
243.5 k. JPW_720 (Large Missile Impact)
Aluminum Fixed Alvinw
Limits of Use
Certification Agency Certificate
Approved for use In HVHS: Ye
FL243 R20 C CAE_. 1770_1441Ldf
Approved for use outside HVHZ: Yes
Quality Assmai onhTC act Expiration Date !
Impact Resistant: Yes
0
Design Pressure: N/A
nstallation InsDlictbns '
Other: Please see the Miami -Dade County Notice of Acceptance ( A)
FL243 R20 TT 17061411.odf
for product performance Information, anchorage detains, and anchor
rlired B : - 0 - CE0.
j type, size, and spacing Information.
Created by Independent Third! Party: !
Evaluation Reports
_
Created by Independent ThIM Parry:
243.6 _ IPU - 820 (Large Missile Impact)
Aluminum Fixed Window
Limits of Use
Certification Agency Certificate
Approved lot use in HVHZ: Yea
FL243 R20 C CAC 17061411.odf
Approved for use outsth HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
02/19/2019
Design Pressure: N/A
Installation Instructions
Other: Please see ME Miami-Datle County Notice of Acceptance (NOA)
FL243 R20 11 1:'06l41l.pd
for product performance Infdrmatlon, anchorage detalls, and anchor .
Venfied By: Miami -Dade BCCO - CER
;type, size, and spacing Infoirmatimn.
Created by Independent Third Party:
' -
Evaluation Reports
_
Created by Independent Third Party:
243.7 PW-5420 (Non-Im act)
Vinyl Fixed Window',
Limits of Use
Certification AVedty Certificate
Approved for use In HVHZ: Yes-
FL243 R20 C CAC-A7061408ndf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: No
04/30/2020 '
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL243 R20 11 17061408.odf
j for product performance Information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing informab6n.
Created by Independent ThIM Party:
Evaluation Reports
j -
Created by Independent Third Parry:
243.8 .: PW-5440 (Non-ImpactVinyl
Fixed Window used with CasemenUAwning
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: YA,
FL243 R20 C CAC 17061407.od!
Approved for use outside H'FH2: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No%
09/24/2020
. Design Pressure: N/A
Installation Instructions
Other: Please see the Mienll-Dalk County Notice of Acceptance (NOA)
FL243 R20 IT 17061407.ndf
for product performance fn(ormabbo, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
,type, size, and spacing Irifoimatltlh.
Created by Independent ThIM Party:
Evaluation Reports
_
Created by Independent ThIM Party:
243.9 PW-5520 (Large Missile Impact)
Vinyl Fixed Window:
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Ye4
FL243 120 C CAC .17061409,f1f
Approved for use outside HVHZ:Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
04/30/2020
http://www.floridahuilding.org/pr/p;_app_dtl.aspx?param=wGEVXQwtDqu3 mwFvZ35 V... 2/15/2018
Florida Building Code Online
Gi
Page 3 of 3
Design Pressure: N/A': t A;
Installation Instructions
Other: Please see the Miami-Da'de County Notice of Acceptance INCA)
FL243 R20 Il 17061409.pd(
for product performance Information, anchorage details, and anchor
Verified By: MlamFOdde BCCO - CER
type, size, and spacing information.
Created by Independent Third Party:
-
Evaluation Reports
g
Created by Independent Third Party:
243.10 PW-5540 (Large Missile Impact)
Vinyl Fixed Windbwused with Casement/Awning
Limits of Use td
Certification Agency Certificate
Approved for use In HVHZ:'YJ
FL243 R20 C CAC 17061406. Did
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: Yes
09/24/2020
Design Pressure: N/A
Installation Instructions
Other: Please see the Miami -Dade County Notice of Acceptance (NOA)
FL243 R20 11 12061406.ndf
for product performance Information, anchorage details, and anchor
Verified By: Miami -Dade BCCO - CER
type, size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports I
Created by Independent Thlyd Party: I
tit
• � ......E
lit Contact U5 :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EW employer. Coovrlahr 2007-2013 State of Florida.:: Pdvscv Statement :: A[cesslbllity Statement :: Refund Statement
Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
r this eRlty. Instead, cpmact the office by phone or by trail ltlonal mall. If you have any questions, please contact 650.482.1395.'Pureuant to Section 455.275
orlda Statutes, cKeptive October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
provided may be used for pffrtSal cpmmunicatlgn with the licensee. However email addresses are public record. if you do not wish to supply a personal address,
e provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts:
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3 mwFvZ35 V... 2/15/2018
I
MIAMI•DADE
e
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
1070 Technology Drive
North Venice, FL 34275
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
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
Aluminum Fixed Window -
APPROVAL DOC e, indow Installation Guidelines",
sheets 1 through 11 of 11, dated 04112/13, with revision C dated 06/06/17, prepared by manufacturer, signed
and sealed, by.Anthony jynn,Miller, 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.
NUSSILE IAIPACT IRA G- Large and Small Missile Impact Resistan
LABELING: Each unit sha anmanent label with the manufacturer's a or logo, city, state,
modellseries, and following""statement: "Miami -Dade County ro uc on of Approved", unless otherwise
noted herein. "' ri'
RENEWAL of this N0'A'sh5111ie considered after a renewal application has been filed and there has been
no change in the applicable buildi g code negatively affecting the performance of this product.
TERNUNATION of this NOA ill occur after the expiration date or if there has been a revision or change
in the materials, use, and/or madiifacture of the product or process. Missle of this NOA as an endorsement
of any product; for sales, adJertising 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 146A number preceded by the words. Miami -Dade County, Florida, and
followed by the expiration date'may be displayed in advertising literature. If any portion of the NOA'is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available`for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16=11624.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation'wasreviewed by Jorge M. Plasencia, P.E.
ti
MIAMH)AnE COUNTY /
/ Expiration Date: February 19
• r�lo f/ i7 Approva ate: ctober 12, 2017
/ Pagel
11 S.
M1
I
PGT Industries, Inc. s• B
NOTICE OF ACCEPTANCE: EVIDENCE SIIBNHTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105.01)
2. Drawing No; NID-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through I 'of -11, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
i
J
B. TESTS
1. Test reports on. `l) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
°2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTm spAder system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Tesf"Aepdrts No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06/07/16 and 06/02/16 respectively, all signed and scaled by Idah-nis Ortega, P.E.
(Submitted under previous NOA No. 16-0629.14) .
2. Test reports on: 11 Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static -Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with matked-up drawings and installation diagram of an aluminum fixed: i
window, pre"pared by Fenestration Testing Laboratory, Inc,, Test Report No.
FTL-7213 'd'ated"03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted'undei NOA No.13-0502.03)
3. Test reports on: 'lll 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 FB�, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and " TL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseplk. Chan, P.E.
(Submitted4ihd&NOANo. 03-1105.01)
i Jorge M. Plaseneia, P.E.
Pro uct Control Unit Supervisor
I NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-1
I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS ,.
1. Anchor verification calculations and structural analysis, complying with FBC-5`
Edition (2014) and FBC-6'b Edition (2017), dated 09/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM B1300-09
D. QUALITY ASSURANCE
1. Miami -Dade pegartment of Regulatory and Economic Resources (RER).
E. MATERIAL CERTMCATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol(V Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring onIQ7/08/19.
2. Notice of-XcCepi6nce No. 44-0916.11 issued to Kuraray America, Inc. for their
"Sentrydis'k (Clear and White) Glass Interlayei" dated 06/25/15, expiring on
07/04/18.-°:' ; g-
3. TREMCO'Part 13o. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTIVI C854(Specif cation for Dense Elastomerie Compression Seal Gaskets,
Setting Blocks, and Spacers with Option Il exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomern_--Tension of 1600 PSI. -
c) ASTM-D39513 Test Methods for Rubber Property —Compression Set for 22 HRS
158°F. ? -
d) ASTM IS,E2est Method for Tear Strength of Conventional Vulcanized Rubber
and Their noplastic Elastomers of 143 lb/ in.
Jorge M. Plasencia,P.E.
P uct Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-2
r _ .
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1.
Statement letter of conformance to FBC-5'" Edition (2014) and FBC-6' Edition
(2017), dated; 08%29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2.
Statement letter; of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3.
Proposal No.-16-1372B issued by the Product Control. Section, dated 11/09/16, signed
by Manuel Perez; P.E.
4.
Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Isbaq ChanA, P.E.
5.
Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA No. 13-0502.03) .
6.
Laboratory cprlt`pliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
i
07/18/03 a4.b7131/03 respectively, all signed and scaled by Joseph C. Chan, P.E.
(Submitte'd under NOANo. 03-1105.01)
G. OTHERS d
1.
Notice of Aceepfance No. 16-0629.14, issued to PCTiIndustries for their Series "PW-
701/720/820" Aluminum Fixed Window—L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
("a e`
1, 1
i f' eY
arr a,
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 17-0614A1
Expiration Date: February19,2019
Approval Date: October 12, 2017
E-3
u+
i
1. .
FI�M.UCi bdf - /dV ;({ 1'.c.. .^:\:. � J. i. i�..r: p - i � ._�u. 1�� �!.
_4.. iy._ r ••catin �o+n..
rJALL) VVINJUVV
1)THIS PRODUCT HAS BEEN DESIGNED A TESTED TO C'
THE REQUIREMENTS OFTHE FLORIOA BLIIUDING CODE,
HIGH VELOCITY HURRICANE ZONE (HVHZ).
21 SHUTTERS ARE NOT REWIRED WHEN USED IN WINC
CONCRETE MA'
ANCHORTYPE.
ANCHORS
-ANT
THc -----------------
DESIGN PRESSURE RATNG
IMPACT RATING
VARIES,
SEE SHEETS 2-5
RATED FOR LARGE B SMALL
MISSILE IMPACT RESISTANCE
4VTIP-TO-TPYA
01" BUCK WIDTH 4W BUCK (MOTH 40-BUCKMOTH
�ORIB Er
TH
HT
HTWOTH
Fri
I�Y 44GB, SHHETfi fi' LIGO SHIEETH��
LSHEETS ,J
b'MAX , SHEETS 2"�'
CSO
C E, SHEETS E, SHEETS
A A 95" C SHEET] G,SHEET B TESTS
.RED SHEETS SHEET]
SHEETS ! RUCN 1 95
32X I ' I HEIGHT } BUCK -_-_
.Hu1 L- Y L. — j1EIGHT 1.1_. T 031/4".
IAE L_--- 8'2114" VISIBLE
12'tlAX / NSIBLE 931/4" /I LIGHT
:Nt�0� PE CHT 0� I !� _ yf. �1 �6Xi HEIGHT-
] BOOK
E uE 6GO, �HEIGHT
INSTALLATION SHALL BE DONE BYOTHERS AND IS NOTnt Score
I'
OF THESE INSTRUCTIONS.
1
6) MAX 114-SHIMS ARE REQUIRED AT EACH ANCHOR LOC TION WHERE
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,HSE BM SCAPABLE
OF TRANSFERRING APPLIED LOADS. WOOD BUCKS,BY OTI S, MUST
BESUFFICIENTLY ANCHORED TO RESIST LOADSIMPOSED ON EM BY
6'MA%
THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAIICYCLE TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCTURAL! CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS
PERASTMEIBW.
GUIDET(
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
GENER
B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO
aLLPZIAi3
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN
DESIGI
PRESSURE. THE 33-15% STRESS INCREASE HAD NOT BEEN USED IN
INSTAL
THE DEIGN Of THIS PRODUCT. THE 1.0 LOAD DURATION FACTOR WµR
INSTAL
USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT
INSTAL
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
INSTAL
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR
CORNE
CORROSION RESISTANCE.
EN7RU
1) REFERENCES' TEST REPORTS FTL335,365D& M12: ELCO
PARTS
ULTRACON NON ELCO CRETEFLEX NOA: ANSVAF&PA NOS FOR
....... ... - TABLE
I'
10)THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES
USES AN SG INTERLAYER. THE 120 AND 820 SERIES MAY ALSO BE
REFERRED AS THE 701 SERIES.
CODES/ STANDARDS USED:
.2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
F2014 FLORIDA BUILDING CODE (FBC), STH EDITION
FASTM EIWD09
�ANSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION
L+B---I I'^- IT MW O.C.
SHEETS
TYP. FLANGED FRAME
ELEVATION (TESTED UNIT)
lZ
GORE 1:
L NOTES.... 1
CNS............................... 1
I DETAILS..................... 24
IRESSURES.................. 2-5 12'O.C.
%TON FLAN 6 MAX.
%TION EQUAL -LEG- - I
iTON INT FWA 9 J(�/
tASSE TNT FIN 9
ASSEMBLY .10 B'
ONPROFILEB .. .11 MAX
r
r I T F, SHEETS
S. J Lip-r �- 12"MA%.O02'MAX. J H. SHEETi� i _
% BHET1 6`MAk. O.L.
TYP. EQUAL -LEG FRAME 7YP. FIN FRAME ELEVATION
ELEVATION (TESTED UNIT) (TESTED UNIT)
�.
12' O.0
MAX
ryce Deo.ii'l Ii Sheet
u
1 711 ml 116'An-.09D'FVB-y16"H51 2
el IIw HS-.OBO'PVB-Y10'HS)3
3 1-1116'Le.l.D3l1fi'T-0/16'-3�16'M..M'PVD-L16 H5 2
4 1-t/i6'tanl.k3W/I6-T-1116-AY-3116'HS-.090'PVB-3116'DU,
3
6 ]I16°leml W'6 11 •.OBO'SG•.11 A0 - 4
fi ]/1H'LaM 16"HS-.090'SD-9116 HS 5
] 1-VIT"el.IG 3110•T.7/16"Ah'YIGM-.090'SG-3I16'An 4
-ALUMINUM DESIGN MANUPL,ADM-205 0 1-1116'Leml. IS 3116'T-1/18'Aih 311PH5-.00D'S0-3116'HS 9
'SG'='KURARAY SENTRYGLAS INTERLAYER•BYKURAFAYAMERIC INC.
-AISI S10O12 -PVB' _-KURARM( TROSIFOLS PVB INTERLAYER' BY KURARAY AMERICA. INC.
.AMCWNIO
SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-6.
ANCHOR SPACING TO BE 6" MAX FROM CORNERS AND 13" D.C. MAX. FOR ALL CURVED FRAME
MEMBERS SEE FIGURE 1 THIS SHEET,
WCTH—'I I-- WIDTH --{ F-WIDTH--i f- WIDTH
-fir- .I
1i' 1�V 11 11
I I 1 ICI I
_ L_ _J
wIOTH - I" WIDTH --i I-- WIDTH --I I-- WIDTH --i
Ti r
11
w O 1W W1
1 2L 1 L J
WIDTH--WIDTH--i MOTH f- WIDTH -'1 H WIDTH -I
wlI w
r --
i 11 11 1 21
PRODUCT REVISED
amptVlRB wltN the F1arlde
BUIldinB Co6e
NOA-Nu. 17-0614.11
OR-09/06/17-UPDATFD
II
ANCHORAGE TO FBC 201Z.
-
1
>
01
a
Y
U
n
w
o
Y
O 'k8
`r
m
N
N
Q j pp
Z
ZLL
'o t>
mB
❑
V
W
�
FW- Z V t24
C)
0Om0
'oN
O ;
Z
O
Z W S
O
g
Q
]
J
LL
O
W
5
laay5
®
Z
N
W
�
F
k
O
❑
O
Z
Z
al<as
Z
Q
Z_
U
W
1
LL
@
I
q11
osap
a
0
TABLE 2:
Window Design Pressure (4/-, psf) for Glass Type 1
mg s Qn)
6T.72
72
16
160
84
88
9D
100
104
10&42
3D
.140
a1.
.)to
.It0
+1t0
+Ito
alEO
+It0
+
+/BD
32
+
It0
.1a0
NEo
It0
+r-60
+IAD
I8p
Na0
wts
t0
NtD
•1t0
+1.00
.It0
+180
alto
NPAI
N40
N$
•1.798
•M1]94
36
.1to
•180
.'-so•Ito
•I80
•/to
•L797
N-1I2
ME
ab73.4
.'.M2
30
•I40
.IED
•140
.,to
•I10
+I-701
F7 2
U-M5
+I 703
.1185
•It53
40
.140
.110
a1.80
w-790
+F71a
•I-713
+I.71.3
7b79
Ibit
Nt3A
I
42
•Ib0
+fa0
+It0
+1-WA
N-14.3
+4713
Ite.2
•/aG7
.I44fi
N598
-L.
W 2
U
N8.3
+ItD
•IlB.9
N-iSd
•LP21
+1b19
N.6ee
Nmz
NF.9.i
a1bT5
-
E.
40
.rEO
vto
N-,72
•/-13.6
•1-701
•IbfiO
+06
+I4D3
•,41.7
iB
Nt0
+FA3
•1458
N-11.9
+ISfl3
•1859
Ivy'
50
..m
.1-A.5
+Id41
•1-103
a1E67
+1b11
52
I.7fl1
r-15.9
1724
+1E8e
/851
08i5
54
L114
Y)i6
ITOS
+/4L3
Nb3.5
_
-
„9
1-756
N7?-its
6.
4L5.3
Bo
1.727
1117
1,6
1
-
64
.1597
.._
80
N6d3
sole
•1m
TABLE 3:
Window Design Pressure (4/., psf) for Glass Type 3
m9 sae 001
67-718
72
18
00
04
08
92
90
1W
104
1D4112
30
u
34
J5
30
40
42
7rt0
NEo
,/AO
.IED
+It0
+140
.IAD
aE0
.;zo
•It0
N80
+/90
+Ito
a1E0
.140
wao
.14D
.,to
+I80
+/t0
+1t0
'Ito
.r43
•I4D
.14o
I40
+Ito
Ib0
y40
+4D
N40
Nao
a180
Nao
+ItO
.,to
,140
+Ito
Nao
•/.gD
HEO
--TA-N-
.1�
Nm
,rED
Na]
ait0
a/A3
.,to
.,a
,/b0
Nao
alt0
.1.7 7
.1.731
Na
Na
HEJ
,r40
•bi9.4
N-T30
•Ib9.6
.1-60
Nto
,Ito
.L60
+IAB4
+b10.9
NSB9
•1t0
.rto
NEo
Ndn
.I-74.3
Its
It6.2
b
waE
•Ito
alto
Its
a140
al-T70
+I.74.1
IdOJ
+Ifii.S
+ft19
40
wto
.1 a
.140
+180
-179,2
w-754
+1-71.7
.IE81
.45.1
a
M
w80
+IAD
rl
N
+bTl.2
H-733
NE95
.IEy
sy0
alto
.1.3a
,2
N80
.a0.1
.Ito -
w.n.7.
1 •/-i],5
.Id95
m
altll
-N80
w-T9fi
I-0e
./-I1.6
55
NEI1
•/80
.7/.5
N Ti6 -
.,R4
7
+LTSA
00
alb0
!TrO
+F715
62
Na0
w-]5.0
84
H-788
+1-74
as
n.2
B7E10
•/-i49
7116' LAMINATED
GLASS STACK
3116-ANNEALEDGLASS
USEDATCURWD
FRAME MEMDERS ONLY
IS 11-ZW 0.C. MAX
'ED WINDOWS. SUBTRACT P FROM THETIP-T TIP DIMENSION TO DETERMINE THE BUCKDIMENSION.
ME NEXT AVAILABLE SHORT OR LONG DMENSION.
THE SMALL
EST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OWRALL DIMENSIONS COMPLETELY F
E%IERIOB 11 LLll
Y GLASS TYPE 1
r-- .11Q5q ---.:I1r1
1-IIIVNOM.
3!-ASS STACK
3116' TEMPERED GLASS
7116-AIRSPACE
CUP. eD
E%1ERIOR
a
GLASS TYPE 3
PRODUCT REVISED
osicong Celle R, the Fleri6a
..._M.. 17-0614.11
ExPNatlon Date U211912019
F%'D INTERLAYFR\
6-HEAT STRENGTHENED GLASS
5'B- � LONG SIDE I�
GLASS BITE r
SHORT NO CHANGES THIS SHEET.
SIOE
LONG SIDE -{ j RABLI
T- III' Ci y O
ST SIDEa 3 7
L ❑ �B ' 4D ry
LB Np � a'Vi of
TABLE DIMENSIONS MAY BE Ci DD+ W
ORIENTED VERTICALLY OR z u my .,,'`oaD O
HORLZONTAIY PS SHOWN. _ e Q
m Do3d a
~o Do
1/1VLAMINATED n > £ z .-
GLASS STACK IY z m 0 yi LL
3116 HEAT W
(STRENGTHENEDG S
-3116"ANNEALED OLASS ~ I•.as
090'PV9 SHORT
INTERLAYER SIDE
2C O
N Z
a z ILI o1oa6
GLIT= 4, LONG
SIDE W IT
x W
LL O
SHORT 5L4,EYNSSIDE 1 FN T.,.Q''o_
c
TABLE 4'
- -- - Window Design Pressu re(41-, psf( for Glass Types 284
Lo dsIn)
30
32
3
d6
3B
674/8
H-80
•18p
"I
wR0
+IRO
1 72
Ht0
.80
•1R
HAD
w80
1 TB
+Ito
•120
H8o
-Ito
.1t0
1 80
H80
10
wt0
wdD
+180
84
+It0
It0
HRD
H80
88
1 +140
9
I +FBo
H2O
+180
92
.180
H-90
HAO
98
+180
•IRo
+680
1W
.1I40
to
HRD
+180
1
H+ItR0O
•L80
wt0
1109d12
.140
•/d0
80
.IAD
H80
14
+HS6O
+IR
Ht0
H-W
116
•+I18to0
+IR
Ito
•180
120
+It0
to
Ito
- HBD
HV
1N
+183
+Im
+180
Hb0
120
+120
•/80
+180
132
•1.80
+IAO
ai-0
16
ItO
+120
I
1 140
•IR0
I tw
+8
+80SO
40
H80
wA0
+l80
,180
a180
+18D
+/80
.Leo
HA
.)-m
+Ito
Ito
42
Ht0
+180
.,to
HAO
tzo
1 +140
.1-00
.1-80
H80
•1to
/to
44
HRO
+/RO
.120
Ito
+,SD
I +it0
.1-80
+120
+180
•It0
qp
+IRO
+120
+180
./RO
+180
+120
•1-00
+18D
+180
d0
+680
+iAO
HAD
.Leo
Ht0
H8o
+IRO
H80
�^
60
.-60
./Ro
.r20
+/to
.rSo
to
.1-80
E.
S2
H8o
H80
.IRO
.tl80..
+18o-
m
--54
,120
H80
•IRO -
1180-
EB
+r D
.rta
./20
6!
B
H80
20
+/t0
el-0IB
*I$0
FORFLANGED
7MTI,AMINATED
GLASS STACK
.09o"PVDINTE
W16"HEAT
3/16"HEAT STRENGTHEN4G�-STRENGRIE
4USED
AT CURVEDFRAM USED AT CU
NLY 2g@1L)3.O.C.MAX.
1-313E
ERIORaf3
GLASS TYPE 2
f FROM THE TIP-T6TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
FIT OR LONG DIMENSION.
79 w THE TARI F Ann, wBNH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
1-1/16-NOM. -��—�� TABLE DIMENSIONS MAY BE
GLASS STACK I VlFi..AMINATED ORIENTED VERTICALLY OR
GLASS STACK HORIZONTALLY AS SHOWN.
AVACE.09V
EAT STRENGTHENED GLASS LONG
3116"TEMPERED HEAT STRENGTHENED GLASS BIDE
F LONG 8IGE k✓
7116'AIPVHIMERIAYER � SHORTSIDEUSEDATCURVED,_ '�7 SS OET1E MEMBERS ONLYBITE11 718.O C. MAX,- 13EXTERIOR �- LONGSIDE T—
ORT
LONG
GLASS TYPE 4 sSIDE
SIDE BIDE
' L
—1 BIDE F�
17-0614.11
g
x.
W
Y
N
U
ney
a
m
N
"°D
N
ii CNC
0
O LL
vua0
Z N
U Of
ID Ww
IS
ep
W
O
�
aN
o Z
IN
V
O
y
LL
c
Q
a"
F
O n
In
W
"S
3:
N
F
O
N
Z
�
I
'UU
X
D
^
d
* No. 56705
Window Design Pressure (+P,psf for Glass Type 5
Lm9 Saa 6"
6].TIB
72
6
80
30
92
99
+9W.1035
+9W.W6
1W
+99-0025
+W/-90.3
104
+9W-0W.]
+/b9.9
109-112
x90'-9T9
.!dt9
30
33
+9W-t256
+91S 16.9
+9W-12)
+90'41C.0
+901.1155
+901-1W.3
•90'-1115
190-101.6
•501-10.6
+9W 9&T
rW;AW
a9W-55T
+%f.1045
+AY-923-
31
aW406.9
•901-103
a9W98a
+9095,1
+9WA1fi
a-032
+/444
•/4115
•Ib01
al-]90
•1.T9.4
36
38
40
+9W.812.6
+SW -WA
+901-9d.L
+909T.1
19b.92.2
•/83.2
+W1-928
+F86.7
H986
+/b8.9
a4W.2
+I-]9.0
r1b5.5
+ U7
+L7.2
rl426
M1
+Id43
rl.797
«1. 55.2
rL]i.3
+AZ52
♦tXZ-6
+Ibi.9
+I]5.1
r1.003
+Ib5.1
N-]J4
+/48.5
+bad
N-R2
N433
•Idi.6
42
•WI-9L3
•/-BIT
dA0.7
+1-71.4
-174.3
+1-71.3
NEL.2
+Ib1.T
+Ib16
rf49.6
+1.58.2
4+
•1803
.1%4
d.]&9
+I-Tvd
HR21
H8&9
+b55.6
•I-022
+159.]
+LS].5
40
•F9S4
bma
+I-77.2
]3
rl-.6
+1.701
eI.,,S
* IG35
+/b03
+IZ7,7
d0
+IA27
+/79.3
Il 6
1-719
+1-0&3
H449
I-eiz
+1-W2
0
50
•Ib09
IT7.5
I]41
1-703
1b67
N411
H59.T
P
52
•L791
/-75.6
7724
+1{58
+Jb5.1
+/b1.5
54
I74
/-TJB
/705
+/4T3
1.93.5
SB
1 T58
+-T2
Ib0.6
+)W.3
-�
50-.
♦-742
M
IE&8
90
•I-721
+/837
/ES
fi2
+1+712
64
Hb91.
+185S
_
6
+/633
97-i16
HE]
Window Design Pressure (+1-, Pat) for Glass Type 7
land
Side n
72
T6
BO
84
05
92
86
100
404
10&11
3D
+9Nd3D
+90•-13D
+9N-1W
a901g26
aWlIn,
+WI419,8
+901d18.1
+M-117
rgQ1-ng.1
+9W-1127
•90I-109.9
9M9
1-291
1.+
9N-01 .a32
+9N-114,8
+WI-111.5
+0 08.1
+9W-104.3
W9 102.4
+9DM02
x9N-101A
+9W-99.7
34
a9WA 1
-M-116.4
+9d 111.]
+9Y'101.6
+90I-103.0
193149.7
+90I95.3
rW/i2.1
+W190.5
N90
r/416
38
+9N-I1B
'n-log,B
+991-1W.6
;W-1C0,5
+ wsx
+WI63.3
.1.B3
+1A]J
+1..9
11-
, 1.2
30
+9IN-111.2
a5tl-11.2
a90'-8i.9
a901A
'M91.1
+/-8e2
'b 9
+141.8
+l-]84
r/.T8.4
+I-T1.3
d0
a9W-100.9
aeW49.B
+9W93A
+9W-90.1
+147.2
+/-04
a190.5
+l-0BA
al-H.fi
H-i0.9
a/i9
42
a8W-1 W.2
+90'95.7
x9W91.2
rW.4
+/a
N40.6
+/-P
+/d].1
+759.B
rI...
+I45.2
44
;SW 99.1
+90'93.1
+l49.1
H653
•/d1.4
+/-P.B
x144.1
+l-]0.3
Hb]5
*/E39
0
40
a9U' S
*9WdL3
a/b73
H83.2
yd9.2
el-754
+l'717
alE&1
+1-05.1
+9W-965
rl$9.6
+/b54
+I-0iS
+/-72
/433
/E 5
HESO
ly°4
,45
fi0
MB lA
-14W.6
+/-0&)
+1-794
+I-06.3
al-T1.3
+l{],5
b2
a1J19.4
NOD
t491.0
+HR.T
54
7E7.4
+/-94
+/d8.e
aL76.
H410
58
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+1-71.5
+/-]3.0
se
as3.e
aa9.4
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60
1 +Iffi1
0d7.6
r1-73.5
62
HPo.4
H-]5.8
84
0-73.8
;T74
67-713
+1-74.9
LABLESHORTOR
WINDOW SIZE IN
APPLIES CNLY
PRODUCT REVISED
as pl&99 IN the Florida
Building Cetlew
NDA-Ne. 17-06114.11
V16"LAMINATED
GLASS STACK Bx,h t1 nData 02/19/7019
Toe" SO INTERLAYER By
3t16'AKNEA1-EDGLA5S Miam Da ucro�IGonVal
VIVANNEALED GLASS
4
USED AT S ONLD
FRAME MEMBERS CNLY 29 I 618"
�11-7I6'O.C. MA%. GLASS RR[ �- LONG SIDE
1-2 r
E%TERwR SHORT \ NO,CNANGE$THIB SHEET.
/'-, 20 t3 SIOE
r
' GLAS5l'YPE5
C_ -- {( I l -•-- LONG SIDE.-
1I� Y ❑
SHORT // Of ? RN naa
SIDE IiI-A JI Of
❑ C V O
>n tms O m
TABLE DIMENSIONS MAY BE ,❑jm X¢ W n
ORIENTED VERTICALLY OR Zli� �y j u.v0 ❑
HORIZONTALLY AS SHOWN.
W V ®a w
�
1-1116'NOM. yy��l1 n ] Z
GLASS STACK 1TI-STACK
GLASS
STACKED 10y 0 Zm' QQ W LL
WIT TEMPERED CLASS 3116•ANNEALED GLASS j In
SIlWANNEALECGIASS Q 9
7116•AIRSPACE .0gT SO INTERLAYER SHORT $ N IT /aans
TO DETERMINE THE RUCK DIMENSION,
EMER10
a
SIDE ® z � BNH..
N Z
❑ y
❑Z ILI
ot�a1oa5'
5
GLACS 4
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GLASS TYPE 7 d`�3 Y LYN/y7"O,
S61DET �'C?ON ICENSEY((��i
No. 58705
:;
e� 7 _ _� _ .-1 _. _ -. .�..... ,. _.
,s
:1
TALUL I:
--- '-Window Design Pressule(N�pst) for Glass Types 68 B - -
41D S00In
67.i18
T2
M I
00
84
.98
92
0I90
104
109412
112
116
IA
124
IW
Iv
136
1 140
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30
32
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+911.130
1.9W-131
a9W-fw
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.+901-130
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r961.130
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+901.139
.901-130
.90F130
.91-130
+M-130
.9W-130
•9W-130
.9W.110
790'-in
34
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+90I-IX
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as
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NOTES'
1) BUCK DIMENSIONS SHOWN. FOR FLANGED T4NOOV6. SUBTRACT 1' FROM THETUP TO.TIP DIMENSIONTOOSTERMINETHE BUrX DIMENSION.
2) FOR SIZES NOT SHOWN. ROUND UP TO THA. NEXTAVNLABLE SHORT OR LONG OPSENSK)N.
3) FOR ARCHITECTILMAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THETABLEABOVE WHICH THE OVERAL LODAENSIONS COMPLETELY H4T WITHIN.
4) THIS SHEETAPPLIES ONLYTO FLANGE AND EOJAL-lEG WINDOWS. DO NOT USE WDH FIN-FRA4ED W WDOWB.
7ll6'IPMINATEID
L�
GIASSSTACK
.09W SG INTV
W16-HEAT
WIC' HEAT STRENOTIIENED GLASS
STRENGTHI
d 11
USED ATCURV
FRAME MEMBERS ONLy 2B
�f1-]A*'O.C. M1IAX
GLASSBITE
1.2
EXTERIOR
20
13
GLASS TYPE B
PRODUCT REVISED
as9 mgCOEa4vitN Mee Rod"
Ou..VA-N.. 17-0614.11
ExPlratlon Data 0211912019
NO CHANGES THIS SHEET.
1 I 3F-.
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
I-ms-NOM. ��........I1 HORIZONTALLY AS SHOWN.
GLA
SS STACK 7I16'ATED LONG
GLASSSTACK
STACK SIOE
WHE
3116•TEMPEREDGLASS W WTSTRENGTKENEOGLASS f� LONG SIDE
IC HEAT STRENGTHENED GIASS � 100, 1
]It6'AIR SPALE .p99•SG INTERIAYER SHORT
11 810E
SHORT n
SIDE
10ERSATCURO
1ONL'! 29
WO.C. MAX GLAS680E T
12 LAND SIDE -�
EXTERIOR ,P
yin 21 13 SHORT Y LONG
SIDE SIDE
GLASS TYPE B L
SHORT I_ _
SIDE l�
EDGE
DISTANCEEDGE
INSTALLATION
TYPE A
L —
WINDOW EXTERIOR
BUCK
HEIGHT a
VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HSGHT-
2-XV
NOT. 3, THIS
EMBEDMENT
SHIM
TYP.ANCHORTYPE,
EMBEDMENT AND EDGE
INSTALLATION
TYPE c
EMBFDMEW
_ tom_ ud' MAX
SHIM
4
EOT�
t1
:E IEK:MU�I
I,r i
,NCHOR }.27
1/4•MAILSHIM -
STEEL
SELFAR I -LING SMS
(GS), SEE TABLE 8,
HIS SHEET
INSTALLATION
METHOD D
INSTAU TIONANCHOR
UNDERNEAMTHE
BEADING EXT[EFTR]IOR f\
MWMI-pAOF APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
' 6TEELFRAMINGORSTEELSTUD.
SEE SUBSTRATE PROPERV'c5
.- .... TABLe b,THla B'1.,4CI...•
1X WOOD
SEE NOTE 2.
IYTYPE,ER SEOMENTAND
EDDGEGE DISTANCE PERSUBSTRATE.
SEE TABLE B.THLS SHEET
WINDOWOUCKWIDTH -
- TIP•MtrTIP WINDOW WIDTH —
HORIZONTAL SECTION A -A
. a
111M
IN
. c cll
EMBEDMENT
-r
EDGE
DISTANCE
--_- Anehot
Subatmk
Ulkkkoe
MIn.EmbeEmenl
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P.T. BeNMln Plno 9G=0. )
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4'
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slsetsW, Gr. 3]mm.
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DnPmYIOC CMU. (A$TM 0.901
24IT
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_ Ofn<21e (mht 305 ke
1'
1.N4'
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1Y
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"UNGROUTED CMU' VALUES MAY BE USED FORGROUf:O CMU APPMLATIONS.
1X WOOD BUCNSTRIP,
SEE NOTE 2, THIS SHEET
INSTALLATION NOTES
T
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE
*
CONCRETE PER
DISTANCELIMITS.
EMBEDMENT• ANCHOR
' REQUIRE
MEM
INSTALLATION I-^ EDGE DISTANCE
ANCHOR TYPE, EMBEDMENT
EB DISTANCE AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE B, THIS SHEET
VERTICAL SECTION B B
2. WOOD BUCKS DEPICTED WTHIS SHEETAS•IX', ARE BUCKS WHOSE TOTAL
THICKNESS IS LESS THAN 1.IW.1X MOD BUCKS ARG OPTIONAL IF UNIT CAN BE
INSTALLEODIREMYTOSOUDCONCRETE. WOOD BJCKS OEPICIEDAS RX'ARE 1-1ll
THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD DUCKS MSG
ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING [URISDICTOM
S. FORATTACHMENTTD METAL: THE STRUCTURAL MEMBER SHALL BE OFASIM TO
PROVIDE FULLSUPPDRTTO THE WINDOW FRAME
L IF APPLICABLE. LOWER DESIGN PRESSURE FROM ERHER WNDOW ORMUWON NOA
APPLIES TO WHOLE SYSTEM
REVI5ED
MIN No PodNa
+7-06+dT,1+
IO 02N 6/2016
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INSTALLATION
INSTALLATION
OR FRAMING, SEE
TYPE G
TYPE F
NOTEZTHISSHEET
—�
1X WOOOBUCKSTRIP,
SEE NOTE 2, THIS SHEET—�
Iy
EMBEDMENT
�{ I SHIM
TYP. ANCHOR TYPE. EMBEDMENT AND
EhIdEOMENT .L
E
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EDISTA CPERUBSTR
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,
6
6
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DISTANCE
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Ile MAX. SHIM
I 4
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PER 1_LJ_ — 11 l..l_._
REQUIREMENT WINDOW BUCKINIUfF
1�.. HORIZONTAL SECTION C-C
1 TABLE 9:
BUD(
4EIGHT-
24M4' INSTALLATION
TYPE H
EXIEjjwoR
v
MIAMI-DARE APPROVED MULLION
21 (SEE SEPEBATE NOA), ALUMINUM,
6 STEEL FRAMING OR STEEL STUD.
/ LJ SEE SUBSTRATE PROPERTIES,
PRODUCT REVISED
mplYtn MN NO FlOHGa
Builtlin9 OULe
NOA-NP. 17-0614.11
EMBEDMENT
Eapirel.. Bate D2N912019
BY
miam a ud on
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DISTANCE
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PER ANCHOR
REQUIREMENT
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S� .m.
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NO CHANGES THIS SHEET.
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OIBTANCE PER SUSSTMTE
SEE TABLE 10, THIS SHEET
INSTALLATION
TYPEI
4
11
EXTERIOR 29 F
WINDOW
BVCK
HEIGHT
NSIBLE
LIOH
HEIGHT=
WINDOW
BUCK
HEIGHT-
2aM-
^ 21
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TYPE
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DISTANCE
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j DISTANCE IF
SED
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114-MAX SHIM
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SEETASLE 10. THIS SHEET
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EDGE DISTANCE
4
I
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1AP.DW SUCKWDTH
HORIZONTAL SECTION E-E
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4
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MIPMWADEAPPROVEC TAULLION
INSTALLATONNOTES: • TI
�1/4'MAXSHIM
(SEESEPEMINGOR,�ULIINUM,
SSEE
1 USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT
'
PROPERTIES.
SEE SUBSTRATE PROPERTIES,
SUBSTRATE
AND EDGE DISTANCE LIMITS.
TABLE10.THISSHEET
p WOOD BUCKS DEPICTED ON THIS SHEET AS"1X". ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 1-1/Y. IX WOOD BUCKS ME OPTIONAL
EDGEDIS..
IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. W000
BUCKS DEPICTED AS -2X-ME 1-1R' THICK OR GREATER INSTALIATON
TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS
TYP.MCHORTYPE.EMBEDMENT
OR AS APPROVED BY AUTHORITY RAVING JURISDICTION.
EMBEDMENT
AK'D EDGE DISTANCE PER
3. FOR ATTACHMENT TO METH THE STRUCTURAL MEMBERSHAU- BE
SUBSTRATE. SEE TABLE 10.T11S SHEET
OFA SIZE TO PROVIDE PJLL SUPPORI'TOTHE WNDOWFRAME.
VERTICAL SECTION F-F
4.IFAPPLICABLE, LOWER DESIGN PRESSURE FROM ETHER WINDOWOR
MULLION NOAAPPLIES TO WMOLE SYSTEM.
PRODUCT REVISED
plying9 -Hh M. Fl.dd.
8ui1N.B D01Ie TT-D6'Id.'11
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e9 t4
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45Yai
* : �No. M705
7.11.
A
2X WOOD BUCKSTF
EDGE OR FRAMING, SEE
DISTANCE NOTE2,THiSSHSE
INSTALLATION
TYPE M mffFffl EMBEDMENT
V
a
WINDOW
BUCK
HEIGHT
VISIBLE
MGM
_1II4'MAX
SHIM
INSTALLATION TYPE M INSTALLATION I---em3EDmENr
TYPE N
EMEEDMENT
1/3'MA%
SHIM
1X W000 BUCKSTRIp, SEE
WOOD BUCKSTRIPPRAMIN0.
SEE
TE 2, THIS SHEET
111LO
TYCGED[
TANCE,EMSEOMENTAND
SSTRATE,
EDGEETABLE1
6
SEE TABLE II, THIS SHEET
,THIS
9
IIYIYIYrL — r
AT WRVED
-_7DISTANCE._.:
iE MEMBERS ONLV
7rd'o.c. n+A1L
.
PER ANCHOR
REQUIREMENT
INSTALL
TYPI
STEEL
SELF-DRIWNG SMS
(GS), SEETABLE 11.
THISEHEET
,j
v
wsIBLE ucarmoTH =
wrvooW BuavaDTH-z3la' —
WNOOW BUCK WIDTH
HORIZONTAL SECTION G-G
21 I7r.`V`U lmq
+yll
EXTERIOR
6 EMBEOMENTANO EDGE
MSTANCEPERSUBSTRATE.
���
SEE TABLE It, THIS SHEET
114'&WSHIM
(SEE SEPAERATENOOAV)EAOWMJMWINUOMV,
STEEL 0 ORSTEER SIDD.
SEE SUBSTRUBSTR ATE PROPERTIES,
EDGE
C
DISTANCE`
CONCRBTEICMU
PERANCHOR
REQUIREMENT
EXTERIOR
v
AIxM1OT
SIAStfdb
Min. Edge
DBIMb
Min. Pmbed m
mu. O.C.
spady
Fl2atl1d 410555crew
P.T. Sm11em P. SG=055
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TYPE N 1X WOOD BUCKSTRIP. "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS,
INSTALLATION TABLEII,THISS
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2 WOOD BUCKS DEPICTED ONTHIS SHEETAS'IX', ARE BUCKS WHOSE TOTAL THICKNESSIS LESS THAN! I.1?.I%WOOD
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Description
Material
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78
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