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r GI U ER: PuMt Approval
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Pm dud Approval Menu> Product or APPIN tlon Sean h> Imtion Lls > Application De it } a
_? FL # R261-R11 t,
SRUC'@ Coqr,�
Applica[on Type Revision lL
Code Version 2017
Application Status Approved
y DBPR. Approvals by DBPR shall be reviewed and ratified by We POC
and/or the Commission Ir necessary.
Comments
Archived
Product Manufacturer
PGT Indus res
AOtlress/Phgne/Emall
1070 Technology Drive
North Venice, FL 342
(941) 486-010 122318
r n0ustries.com
Authorized Signature Jens Rosowski
Jrosawski@p9tindustries.com
Technical Representative
Jens Rosowski
Address/Phone/Emall
1070 Technology Drive
Nokomis, FL 34275
(941) 48&0100 Ext 21140
JrosoWskiftgdndUstries.com
Quality Assurance Representative
Address/Phone/Email
PROPOSED WORD
THESE PLANS AND ALL P
ANY CORRECTIONS
ARE SUBJECT TO
INSPECTORS THAT
Category
DW..d.-SREQUIRED BY FIELD
OODES.COMPLY
Subcategory
MAY BE NECESSAR�P ORDER
WITH ALLCompllance
Method
r LlsUng
Certification Agency
Validated By
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Standard201,�T&Ll T
TAS 201, 202, 20 l�/�")
ST. LUCIE COUNTY BUILDING DI O' / I
Equivalence of Product Standards REVIEWED FOR COLMLPLIANC y.I (
Certified By RPI/TPW rrI R`41 a h t �
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Data Approved
PLANS A'N19AERMIT'MUST BE KEPf fflN JOB
SITE OR NO INSPECTION(S) WIL E MADE
Method I Option A
11/15/2017
12/05/2017
12/09/2017
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucolwmuGtb... 7/23/2018
Florida Building Code Online
Page 2 of 2
Summary, of Products
FL #
Model, Number or Name
Description
261.1
Mullions for All Doors and Windows
Aluminum Mullions
Limits of Use
certification Agency Certificate
Approved for use In HV ' yes
FL261 RII C (AC 17063001.Ddf
Approved for use outside H
Quhit Assurance Contract Expiration Date
Impact Reslstanto yes
6/2021
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance INCA) f
FL261 R31 11 12063001.odf
product performance information, and mullion clip anchorage details.
enred ny: Miami -Dade B - CER
Cre hlyd Party:
Evaluation Reports
Created by Independent Third Party:
Conrad Us:: 260i BIaIr50onea0ad.Tallaha
The State of Florida is an AA/EW employer. Coovrloht 2002d013 State of Florida.:: Pri Sto
Under Florida law, email addresses are public records, It you do not want your e-mail address released In response to a public -records molter, do not send electronic
mall to this entity. Instead, contact the of0ce by phone or by traditional mall. if you have any questions, please contact 850.4B7.1395.'Pumuant to section 455.225(I),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The ¢malls
provided may be used for official communication with the licensee. However ¢mall addresses are public recam. If you do not wish to supply a personal address, please
Provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click bi it.
Product Approval Accepts:
® tCt— M
r SecurityMeincs Cretlit Card Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDquaucolwmuGtb... 7/23/2018
MIAMI-DAl]E MIAMI-DARE COUNTY
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) w .miamidade."Weeonomv
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and 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 mat to meet the requirements of the applicable building code.
This product is approv as describe rein, and has been designed to comply with the Florida Building
Code, including the 'gh Velocity Hurrybane Zone.
Series "PGT" Clidued Extruded Aluminum Tube Mullion — L.M.T.
APPROVAL D NT- awing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions",
sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29111, with revision C
dated 06/19/17, signed and sealed by Anthony Lynn 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.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
—�—The submitted documentation was reviewed by -Jorge M Plasencia, P.E.
M a couNrr / NOA No. y , 0.01
Expiration Date: May 26262021
Approval Date: November09,2017
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.10-0819.05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05111, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 10- 0819. 09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5tn
Edition (2014) and with FBC 611, Edition (2017), prepared by manufacturer, dated
08/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
Jorge M. Plasencia, P.E.
Pro uct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-51° Edition (2014) and FBC-61h Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series
`PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE1,
MULTIPLE �OPFNINO WIOT1FIXivERIIGLL MULL—�j
MULLIONS / "� sEEOETATs Ifl
1 : ]XEETS2i
SEE DETAIL /
ATHRV G,
sM£TSSa
I i TI / GpENlna
XFOF
HonDnNru
SEEDETNL2, I'TULL
sHEEi]
fLNauD sm
FRODU4TSMAY
BEOFPNYME.
NW aA
MPNIIFCIMFD
fI — 9V PG1'.
sEE D �TNw XORQGMAL AA.G,H;
MULL SHEET6N
LENGTH
--- xaR NMI.
LEUGTN
I�CPEMNG WY�TI� I—HORZ AM1ILLyLENGiH—I
LE L r
HEIG
yG MOLL r' r HP
0 r r r R LENOM y
LOPEN IMM
INOLE MUIlI SINGLEMULUON FIXivEIIIIGLMJu
MULTIPLE MULLIONS
SHOWN ARE FOR
SHOWN
OUS
HA EEBEEEENE AND TESTED AS FREE--FWARNGR OF ANCHORSIA DITIM TO THE DO KIMN NEED TO BE DISTRUCTURAL LYATTACHFD TOTHE MULLION CLIPS, B�SHALL
NOT HAVE A GAP OF MORE THAN 1W FROM THE CUP.
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINGLOADS CORRESPONDING O THE REQUIRED
DESIGN
THIS ANCHOR EVALUATION. THHEE 1 8 LOAD DURATIONCALCULATED TO FFACTOR WAS USED FOR THE EVALUATION OF W00FUECT NO MORE THAULAW. THE 1/3 STRESS INCREASE NOT USED
CREWS
N
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
USE THE COMBWED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
._..�_.,.�-.... �...�............ ....„m� em PY l PA ON THIS SHEET AND SHEET 24 FOR MULTIPLE UNITS. CONSIDER
B) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND WTO THE NEXT SIZE SHOWN ON THE TAELE(S}
T) ANCHOR EMBEDMENT TO BASE MATERW. SHALL BE BEYOND WALL DRESSING OR BTUCCO. WOOD BUCKS BY OTHERS, MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCNRE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERu1L, DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
8) REFERENCE: TEST REPORTS: FTL-0443; ELOO ULTRACONIAGGRE-GATOR NOAS
9) MUWONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FJJRIDA BUILDING
CODE, AND AREAPPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULUONSARE ONLY TO BE USED WITH
PW.APPROVEDFENESTRATIONPRODUCTSHAVINGCURR "PROVALS.
10) MULLIONS ARE N COMPLWNCEFORUSE N THE HVHZ
11) QUANTITY OF UNITS WITHINA MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROMDEDTHATTHESPAN AND OPENING
WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
INSTRUCTIONS:
1)DETERMINETHEDESIGNPRESSUREREIOUIRWM T(MVS -I FOR THE OPENING USING THE ASCE-T STANDARD.
2) CHOOSEA MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) PUERTO SHEETZTODETERMINEIF THE WIND LOADING IS'RECTANGUTAR'OR'TRIANGULAPRRMEZOIOPL'.
FIND
16A,
GENERAL NOTES...._._.._._.._._.1
INSTRDCTIONS ..... ....... ....... _._1
NOTES......._._._..2
NRY... .,...... ,_...- 3
. STUD .......... ....... 3
.......................... 3
CLIPS.._.-._..._C
6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REWIRED FIBS). THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FALL MULLION CAPACITY.
B) FROM THE ANCHOR GAPACRY(LS3) TABLE ON THE SAME SHEET AND PORING YOUR ACTUAL SUBSTRATE CONDITION I MULTIPLE
ANCHOR/3UBSTRATOMOHOR- IIPPATTERNMAYAPPLY) SELECTANANCHORCLIPPATTERNPNDWRIFYTFNTTHEWQUIREDANCHOR
CAPACITYISMET.
7) IF THE MULLION GAPACRY(LBB MCBTAINED IN THETABLE IS HIGHER THAN THE DESIGN PRESSURE PRESSURE REQUIREMENT ILB3FT') FOR THE
OPENING, YOU MAY USETHE'ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOW ERANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED ORTHE SAME SUBSTRATE
SBPERI ME�IOBTANEDIGN PRESSURE
FORTHTEMULLIOING NSVSTFM- THELOWEROFENESTRATION
THETWOSHALOBE USED AND LAPPYORTHE ENTIREMULLLWITH
ED FENESTRATION
PRODUCTASSEMW.Y.
G) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION MEN USING THIS NOAO APPLY FOR A PERMIT.
PRODUCT REVISED
pl in3 wI1N Ne FlPrltle
eNliaelRB �Pd.
NGA-VIP. 17.0630.01
ENplmuon D.te 05/2612021
* ; No. M705
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
b II
SHEETS
21 FOR FOUE
STAHOPADD
OFFSUMALl
"p IMy W
NSTA. Fy
11FORWWD
CRTI
EWE
OLIT m
OF. R
4
e
THE Ol"O
RECWAEJ
EXTERIOR
SSOTABLLS
UL.p
A7A.HMERT
SEE Otsi:
. "u .E I.
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
J)ANCHOR EMBEDMENT TOBASE MATERIAL SHALL BE BEYOND WALL DRESSING QRSTUCCO.
1
2) QUANTITY DFANCHORS AND MULLION Sin SHOWN AsavEARE FOR PICTORIALREF,RESENCATION
ONLY. BECAUSE THE ANCHOR CAPACITYIS BASED PARTLY ON THEANCHOIRTO ANCHOR DISTANCE, THE
CORRECTQUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHERTHE STANDARD OR OFFSET CUP MAYBE USED.
3) ANCHOR HEADTYPE MAY BE PANHEAO, HOUHEAD OR FLATHEAD.
4)WOOD SUMAREOPTIONAL.SEE DUAL C. SHEET I
5) MR MASONRY APPLICATIONS IN MIAMI-DARE MUNDY, USE ONLY MWADARE COUNTY APPROVED
ELCO ULTRACON OR ELM 1W 3.8, AGGREGATOR MASON RY ANCHORS
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SRQWIT-
FRONT VIEW
PRODUCT REVISED
...... lta.Uh the Pi.,Id.
Bulldino 17-0630.01
Expl.ft. D.W 0512612021
By
I I I I f
LYN
......... A(
.. 411z,
fl
58�
� W qSA�4�4� 4 9-
O'Z,, �ONAL .YAK
A. LIUMWE"R, P.E.
FL P.E. W705
DETAIL E: N
--I IzsrsN MULLION TO MULLION Y
DETAIL C: INTERSECTION NOTES: C H3
MULLION DIRECTLY ATTACHED TO MOLON (U-CLIP) 3
MASONRY STRUCTURE INTER ECTONS.LLFD IN TEE'OR"CROSS' g S
(STANDARD CLIP SHOWN) INTERGECRONB. FYE
2) MAY BE INSTALLED HORIZONTALLY
1 (SHOWN) ORVBRTICALLY. In
MAN R.R N
Ertl®]1HE 1 PmsussrFATE, 3) SEE UCUP DRAWINGS, SHEETS 21.23 Bs U F
BTAnDAROM 1 ETPSLES t&12S FOR CORRESPONDING MULLION, N
OFFSErwu TOPVIEW Z
CLIPIMYBE. 1 1 ECGELVETP'CE NUWCN Q .wj.
INSTALLED BY II I. FOR.p Y VANISS
TNIC bETHW 1
phGMGRS Y125REYB. W
56FCPUWNG WNGOORPREi+RLL N PC tY S
I I \`�NLWCN ANO U3E SM9 (') m W OE W
w
F O m U'
EXTERIOR
° THEOFFSETCIIDIS 3 S
EOOEOISfpVCE RECOAMFWEDPW / \` Z J CU
FOR AN NY F=NeD LINIEP.4ECNO1
PNCXO0.4 a y/INppWyi BIR4MY LLLt.F a 3'
ALSOSEUS OWR NF J (/I Z
_ MERFRANETYPES. EXTERIOR Q Z
K Z Z a m
Tw.pva _
/ TABIFS �139 ° sEp 9HEE1331S]FO0. G N Q qa I. jf0
/ TW.ANCHOR HOLELOCATIONB vT S
P PERSIIINE,
9U.TNI!A
Arm sEETANLESEs flrne FROM VIEW R� Q
ATTACHMEM OI TASIE Y Y
SYO1XEfl5, 9EETA�IES ® F-
SEENOfEI S �U' Q L? ¢ O
EMSEo 91pETf • : mC£ a tl Z m0
SEETAs1Es SIDE VIEW d�
NIN Cw MN21HSILGNCREIEDRCNU f&I]R
FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED
MULLION ATTACHED TO pizin , wHA Me Flodda
STEEL STUD euliaineG E 17-0630.07
(STANDARD CLIP SHOWN) NOA-No.
ENPITetle. net. 05/26/2021
INSTALLATION NOTES, I
1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ST]CCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILB A.D. EITHER THE STANDARD OR OFFSET CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
1
4) WOOD BUCKS ARE OPTIONAL SEE DETAIL C, THIS SHEET.
5) FOR MASONRY APPLICATIONS IN MIAMLDADE COUNTY, USE ONLY MIAMLDA➢E COUNTY APPROVED
ELCO ULTRACON OR ELCO 1W SS! AGGREGATOR MASONRY ANCHORS.
TRUC URs
ANCHOR
PFRSUBSIRpTE.
A
�9EE TA01E91B�f35
SE21.4 B
133 FOR
HOE
LOG110.N9
� �` �N9LLICN
FORSTEELSN STNMNMR
FRONTVIEW
1e GAM01%MwANTIVIRITHEFLOUILOMG
GWE.p2l(WCLD 9AG RA MUSTU3EO.
pTTACHMENF SYOTIERS.
EXTERIOR
WEWOODPNCHORSPELS
NOTES:
1)FOR 2 WOOD CKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES.
SHEER 520, FOR QUANTITY OF SCREWS.
0
Ell
SIDE %AFW-
EnDE 1R T
SS,1313 ss �`aONY LYNry�'..
Q' No. 58705 `FP,
�'. TATE F;7: 4
FIL PSBT0R1'W1N-.58705AE.
FL P. 5
DETAIL F: DETAILG! DETAIL H: P e
FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION <
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP)
BFEDETAI '
oY g a
SHEEl830N0]F-0R INBTIJ/ATION MYMIILL
1 TOSPEVRCS10HIFATES N
Mu W ON
0 O Z �p 6� 0~M11
p O O S
^O O^ O O O O
TOP VIEW
SIDE VIEW
SSwmvmH VX4'X.ns:
MULLION
.EXTERIOR
D
v \ PRODUCT REVISED
�TYP. ANCnoa ae ln8 QPtlcompl&xB w]M the Fladda
PFA 8UO3IMTE. Bulitl
sEErAB1�ID1]B � xpA-xa '17-0630.01
INTO wodO..
s1EEL, AILM Eapimthn Data 5/26/2021
EXTERIOR gYMAsoxRY ecreRIDR p ,
IMOWSSTEEL BTNNM00.P POSE 5 B
NUM,CMJ OR F4SONRV MWIFlEDINFIEID. \ awl Mlaml-D Pm uc o '
EXIflUOR
OEGOEd�S�
® ® mTDwWDsTE MMC
® I ® PLUM.CMJ ORM45CNRY 1 EWE flO
OIBPER yL
PEP i
MMMeR W III
�_ _
mOE f NOTES MRINSTAIIATION CATION G BH: \: aONY LY(ylyy
DANCHOE
PERNiCHOR O aS, V10ENyF';�(�" ' \
1)USE 2ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE INSERTED INSIDE OF MULLION. a � Qj
NOTES FOR INSTALLATION OPTIONS P. L*; No. 58705 ;
2) DETAIL C: SEE TABLES 1Bdg8 FORANOHOR QUANTRIESANO SHSETS 21.23 FOR HMIE
1) DETAIL IS NOT APPLICABLE FORTHE BAYOR 1.2WX2.11' X.W MUW ON. LOCATIONS. �1
2)SEETABLESI&139FORANCHOROUANTITIESANDSHEETS21-23FORHOLELOCADONS. 3)DE7AILH:SEE TABLES ISBOR16B FORANCHORQUANTITIESANDSHEETU FOR HOLE ® CA0. ATE pT.F
LOCATIONS. 'i Fes':'zORIOP,."
3) THEM CLIP IS NOT SUITABLE FOR THIS APPLICATION. -
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M ",CwA.."
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1) SEE SHEFr 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING
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YELLOW SOUTHERN PINE WITH AN SG OF O.M. ALUMINUM SHALL BE BOfi375 AND BE A MMIMUM 0F.117
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E 1 3 E 6 a 9 as 0� ORR .0 ow,
5o. It
HE
z-
2
a a i a
9v g I D i R E 9 A-01
;SRP - mg.o
-0
MY, �� -.0o
ON% SISME1111 aj�jgj I � �i =� 2 2 2 2 0
0, N
2 5 i R 9 1 F 21 14 9 R
ro 2 H. �nv
0
ow 55 0
TEO Ej , *
2 00 M� a
, m
6 z
R p
MR9
I P p
rego
a
u i N R1�1FIqR141al; fjEjRjn M
AaA Ll 12 111
E Nm I
8
XV
MIK
.37Y
MIR
psw
2 00'
K4ECTION
M,=11 CL,NCRETO E 37W
r-MM17 Fmw-
DETAILF,SHEET4
L
STMCARO CLIP
6063�10&w
TOP�i
a76-
IN.
.FFSETCVP
GOSSITAI-ta,
Tonflau
U-CLIP
S�Iffl AI.uM
"ECTION
.125- 74,
Jj. qO'
M8. Al
-CL
A I :.UTS P.M.
TOWIEW
ACENTEROFANCHOR
OLEMUSTLE
WE-I.=ZEL!AV.'W
BOIJN�Y. SEE
SHSETS�17FORTHE
ANCHOR O.C.
DISTMCE, MAJON(um
ANCHOR ROLE
D14NMIERLANCHOR
TABLE 8
�, "M
P,W/,;W/7
g/
I-X2.75-X.65WMULLION
GOQ3.T6ALuM.
X�SECTIM
211'
L 125-
275- MIN N—
A ------
I---
'7 -------------------- =ANGI-ECLIP
605346 AI-uM
TOPMEW
OF ANCHOR HOLE MUST LHEWTHIN THE
Z=WUNDARY. SEESHE &HIFORTHE
ANCHORO.C.OISTANCS10=USAANCHOR
HOLE DIAMETER: ANCHOR DZETER - 111T.
Mull Dimension ishesig)
PDT Partill
MuIllon
Sol. Clip
DifsetClip
I U-Clip
Anglo Clip
v xrx.12F (5)
6605
U6113M
66311iRM
666243M
-
C66511M
I'XZ'X.375'(6)
6661306
666114M
656`1119M
WWUM
6fift512M
I"X2.7WX.375'(7)
86607
M115M
6361120M
666245M
66650M
V XVY X.ESO` (8)
66M
688116101
M1121M
MM46M
666514M
I-X3.12S'X.50(r(9)
686217M
6861116M
601114M
WU42M
666515M
I,2VX3.l8rX.26W(I2)
IiEi(141M
ZU111M
6661113M
MU41M
666516M
1.2S`XZII'X.i2V(l8)
69070
WA
WA
WA
666117M
NOTEfC
1) HOLES TO BE DRILLED W THE FIELD MI.LOWING DIMENSION& RESMICUONS GIM CTJ THIS SHEET�
2) SEE SHEETS �S, 12 & 18 MR SUGGESTED, APPROO(IMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE.
3) SEE SHEETS 24 FOR GEENERAL INSTALLATION METHODS
TABLE A
Duetted..
Value (1a)
Fe, Will.e:
A
lI625
I- X 2- X.12Y
AJunnw
Tube MulficIi
a
2. &%
c
Oaw
D
MAO
A
1.125
I- XT X.37Y
AJuabm
Tube MWRon
D
0.490
A
1.075
V XZ7F'
37SA[min
C
0.757
5'
TLb. Mulflon
0
1.118
A
1.312
11 X2.TS* x
w
Aluminum
nbe MWII.
B
3.0))
0"
*1000
C
0.476
1)
0, SSE
Az�
I'X3.12YX
.5X'Al=
TutIe, MuO
B
ZeS7
C
D.063
D
1 ..
1.137
A
2.M
1.26- X3.IW
X.265' Alm
TUbe Mull
a
3.
C
:M:
0.862
D
qAl.613
7
I.M
12VX2.11-Y
1 'IS
.121- Alm
Tube Mull
PRODUCT REVISED
�fth Me Redd.
hlo�. 17-0630.01
Expimuee Date 05/2612021
a.
at.
No. W05
Ro
kaRE.
Jh, Reg
FL P. . BT05
1217X�2WXACW 11S'X3.27X.624'
MRALLION MULLION
OW&TS AIUM. G�T5ALUML
X-W=N X_SEGTION
I-xrx3,w ,
�,MULUON
1463-TO ALM
A SIDOTION
—12ST—
-.low
p 62
ul 4'
JRr 1-
1,25'X3.94'XAW
MULLIM
aos�TSALUJA
X-SEcncN
.74D
21 60SNUALUM. 2.1� Z�. WANGUEOLD,
U_DLP WG.TGAUJA
SM-WALUM X�EGTION
AW X-SECTION
z
.125' 0
CENIEROF NNGHOR HOLE MUST LIEMIIIN THE 3 1
DMHED BOUNDARY. SEE SHEETS M20FORME
ANWOR O.C. DIWANCE. MAXIMUMANCEOR
7T
.37F
MIN. I r DETAILF.SHEET4
L[7 ------ i I -------
375'
1,137r� N! VL
--- ---- --------
_T
.12F
12T 45� Z2
,UW
�5VWBAYMUWOX 3250.
30- BAY MILLION 5W.WALIM, L -------- ----
IM
"ECTION
6053_TBALUM X-SEC A
I OFFSETCLIP
T_ .12S'— M3 To ALUM.
MIVj D
740 !1
MOM,
1) HOMES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESITRCTIONS GIVEN ON MIS SHEU.
2) SEE SHEjETE 10. 11. 13,15, 19 & 20 FOR SUGGEVBED, fi,PPRODGMATE HC41E LOCATIONS.
3) SEE SHEETS 24 FOR GENERAL INSTALLATION MEFTHODS,
r-------
MUSTUIEWMIN
THE DASHED
BOUNDARY.SIME
S�ETS IM7 f
THE F
ANCHOR D.C..
DISTANGE
MIMGMUM
MCHOR HOLD
DV&1ETER,-
ANCHOR -------
DIAMETER - IHW..
U.DUP
SKI ALUM.
TOMW
TA ni P r.
YARI Fr. P.nWT
DIreenulon
Value (in)
For Wean:
DInneralm
Value Via)
For Mullion:
F
G
3.681
I.No
Vx�x
.12v
Aluealeurn
TLb. Mellen
F
a
1.830
BAN
1�'X325-
X�.
"7,u,
Me an
H
I
_W000
H
1
ipoa
3.250
F
187
VX�X
vW
nureleen
nt,a & T.
F
G
1625
1.125
Aeau�
�. ."a
G
H
I
0757
2430
—Tox-
00
H
—
l
—r2—
50
F
0
2.260
0,750
1.2VX32V
XAOT
fiduea.
TO. Wan
F
2BI3
F
2175
". Be Me,
H
I
1.501)
25D
Tea, � �
M.110�iuialan
BAWN)
POTP.40
Mulffon
50.01p
Offsetcup
UQIip
Anglech;
i �xcxiw(io)
--o =3m
-es—amm
imli2w
amim
—Miam
x 0 X�vr (11)
IBM
6861IN
M1123M
ODDUM
664519M
v X� X.3?y � (11)
am
Salim
=11EM
omxul
lam
1.25' X1W XAOT (13)
1o2WXS25'X4E20(I4)
=10=12
201610316
MliM
6551128M
aI
6551126M
I MaICM
Em4liM
il5M
(Millill
1.�XasexUaH,(15)
�162
miliBul
M61126M
60NVA
M85i?M
am
WA
WA
WA
USIDIM
45 D.,v. (20)
BMW
INA
WA
NZA
Milim
PRODUCT REVISED
25 CQBepI &X, "M Me Flodda
oull�, .
.0".. 17-0630.01
EapzmUarn Paw OS129/2021
G%A'f LYiVy -
.......... 41
.
IN
K
0
LYNN �E
FL P.E.# 58705
LE E
Mull Dime al..
(slu..to
Z
PGT Pan#
Mullem Sw. clip P
le Clip
L
Er
1 66602 EN261M
660277
We 172M
2- X6- X.!W (17)1
666NI 1 6
NOTES,
1) HOLES TO BE DRILLIR) IN THE F1= FOLLOWINO
DIMMSIONN. RESTRIUICNS GIVEN ON THIS SHEET.
2) SEE SHEETS 1&17 FOR SUGGES�,
HOLE -O�TONIL
3) SEE SHEETS 24 FOR GENER� NST�TIDN METHODS.
ZDGW 375r
MIN.
Z,ow I
4.W01
rxrx�
MLILLION
606�Ta ALUWL
�SECTION
U�p 03ANGLECOP
Z1W M�nl ALM eou�n�UJL
E(;T! zw X4ECTION
- in-
126� L--f�
L L J�4 T x" ON
�—1 4
SEE DETAIL F. .370
L -- -------- - - �T
&4W
------------- 1
I L STANDARDOLP
3FANCHOR HOLE MUSTUE B06I3-T6ALUM.
HEDMIAMBOUNDARY.SM Top"M
6-l7FDRTHSAN(>IOROZ-
�IMUM AN�OR HOLE
37Y
r-
, M
MIN. "i 5 4
-- -- --- -------- —
4 688'
Txb-x�
MMUON
TOPMEIN
I
USED FOR VMMI SHE� 17
TOPM�
MSANGLECLIJ,
GOONTfixt.m.
701�vlm
E; w i).
S2 .2
z
a!
0
PRODUCT R"ISED
...... I &T -fth the Hand.
"'aldim, .
... 17-0630.01
Upi,al,i,m ban 5)26MO21
By. z
Ifflami-96da Product Corsural
,,"owl LYNv ",, I -,\
N..587o5
0 '07. �46
—37
'1,'0A/AL S
A "4W khlae� P.E.
FIL RE.# 56705
P.MPLE I- SINGLE VERTICAL MULLION
-'�.Ea
SEE
DETAI
FFoD.KTS
SHOM
mu.N
UNGTH
tv
A'S
PERINGWIDW
D
EXAMPLE 2 MULTIPLE MUl_UONS
THE BUILDING SUBSTRATE IS MOM TO BE WOOD ON ALL FOURSIDES. WE WINDOW FRAME DEPTH IS Z-VIV. WE OPENING REQUIRESADESIGN PRESSURE OF PSF.
1) [NaIAULYASSUMING THATA I -WOE MILLION IS SUFFABLEJHE MUULION LISNOTH 19 72-AND WE OPENINGWIDTH IS REFERENCING SHEET 25. WE COLUMN USING
KOTMM�LOMINGM�BEUSM.�TKEMLUONT�USMRAMUWCN�TISAT��EWNDM�D�HOF2-114'MD"�mE�CR�ED�E�URED
DESIGN PRESSURE OF -SDDL6DG PEP. IF WE TABLE DOES NOrSHOWTHE EXACT SIZE. USETHE NEXTI.ARGER SIZEAVAJILIBLE.
�75-MUWON(LENC�-n',OP�INGW"-70')�US�EDEKHnQUIRED�HG��R�EDESI�MESSUREIS,�8.3PSFMDWQUO
FRONITM��SH�T8.�l'X2.75-X.OM-W�ULUON(LEN�-n'.OPMINGWD�-701MADESIM�SU�OF-An7MFMlWMMS�EREWIR�E��THE
OPENING AND MY BE USED INTHIS APPLICATION. NOTETHEANCHORCAPACITY REQUIREDOP WE USE.
2) USETABLE 4B70 FINDWE AHCHORTYPE� ANCHOR QUANTITYAND CLIP TYPE �QUIRMFOR�EMOOSUS�TLEO��ESrMDMDCLIP�(4)M2MCKOnMD�M
MG��IPS�(4)012M�ORSHA�AC�AC�U885L�.�OUGHE"ERONE�UMBEUMD,UMSTMD��PIS�lM�INUaL
3) VERIF'i'THE DE61M PRESSURE OF WE nNESTRATION PRODUCTS USED WITH THIS MULLION SYSTEALTHE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
APPLY TO WE OVERALL ASSEMEM FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH WE MULLION AND WE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE ATIH WE
INWA�T$CNSPEaFt�nONStWO�SPEUIWSUB�TnMD�NES��OMPRCDU=TOMU�ION.
THE ANCHOR CAPACMADAISTIENT FORMULfi,COUILD HAVE BEEN USEDTO CALCULATE WE ANCHORIGNIVIC"MOUREDFORTHE SKAGIT DESCH PRESSURE OF60 PSF:
(,DpMX B3GLBS 524.91.BS (�YBEUSMMOU�l�#100�S�FROMTM�49)
(_9�T —Ilb, ) -
THE BUILDING SUBSTRAMISHNOWNTOBE CMU ONWEJAMSSAND USESACONCIRETE H�DERAND S�WE.ND*WFNVEI 132�'TMEOPENING ReQUIRESA
DESTONPRESSURECF.".W�$GPSF.
FORTHEVERTICALMUILLION:
1) INITIALLY�UM[NGTHATA I -WIDE MULLION IS SUITABLE. THE WI LWOW IS 3r-1211--IM-AND THEOPENING AIDTH REFERENCING SHEET25.
WE COLUMN USING RECTANGULAR WADING SHALL BE USED. SCAN THE MULUON TABLES FORAMULLION THAT ISAT UEAST THEWNDCWFRAME DEPTH OF 2�8' AND WILL.
MEETOR EXCEED THE REQUIRED) DESIGN PRESSURE OF -W,01-55.0 PSF. IF THETABLE DOES NOT SHOI EXACT SUZ USETHE NEXT I-AIGERSUEAVAR.ABL5.
FROM TABLE 14. SHEET 7. WE 1-X2.7WX.37V MULLION (LENGTH . 1201. OPENINOWDTH - ffl� MEETSTHE DEPTH REWIRED, HOWEVIERTHE DESIGNPRESSURE PSF
AND WOULD NOTBESUTTABUEFORTHISAPPUCXWSL
FROM TABLE 12A. SHEET 16. WE 2' X V X 257 MULLION (LENGTH= 10&� OPENING WIDTH -801 HASA DESIGN PRESSURE OF -I�J PEF WHICH EXCEEDS WE REQUIREMENTS
FORTHEOPENINGANDMAYSEUZE0 IN THIS APPLICATION.NOTETHEANCIFORCAPACITY REQUIRED OFSTI USE.
EVIOUSLY
BECAUSE IT IS NOWKNOM THATTHE MULUON WI TTOTHE WIDTH DFTHM MILLI PID UNITWEADJUSTED OPENING WDTH ISWQV*2�W, NOT7TASPRE-
10
18
'Z�
P.D..;T ASSUMED, VERIPYTHATTHE DESIGN PRESSURE IS STILLAPPLICABLE FOR THEAPJUSTEO OPENING. ALTERNATIVELY. THEWINDOINWIDDIS MAY BE REDUCED TO �NTAIN
S. p—A
PRODUCT RFVISED
WE 73' DIMENSION (351�35-ln'lr=731
...'Kny, with tho Flodda
2) USE TABLE 12B TO FIND THEANCHOR TYPE. ANCHOR OUANTITYMD CUPTYPE REQUIRED
13.11clin
hlo"� 17-0630.01
CONCRETE HEACERAND 5ILLARE WWDE. IF THE MUWON CLIP WiRE TO BE CENTERED WTHIN WE IF. CARE MUMS TAKINTO MAINUAINTHE FASTENERS EDGE DISTANCE.
USING WE STANDARD CLIP WITH (6) YIV ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-In- GIVES AN ANCHOR CAPICTI OF IND LEE WHICH IS GREATER. AND
E�Imflon Onto 0512612021
.ULUO't
lG.GW SEE �EREF�ESUIT�LE.FOR�E�QUIREDMCHORWA�OF971LBS.
& Ermus' DETAILS
OPERNG SHEETZ FOR TH E HORQONTAL MILLIONS:
NEwIT BECAUSE WE VERTICAL MULLWIL- BE A 2'X 4' X 254' MULUCN. IN THE EKAMPLE WE WILL MATQI THE HORCONTALAND VERTICAL. MULLIONS. ALTERNATIVELY. MOWER
NMI MUI.LION WPE GOULD BE CHOSEN.
Ll. - .
/// 1) THE MILLION LENGTH IS 3W AND WE OPENING HEIGHT IS 32'.7r+r -10F. REFERENCING SHEET 26, THE COLUMN USING �EZOlDAl_WtANGlJLIVl LOADING MY BE
USED. FROM TABLE 12A MEET 16, THE r Xr X.2W MUWON (C LENGTH = 4r. OPENNO HEICHT - 120') HAS A DESIGN FRESSURE OF -,LiTSC PSF WHICH ID(CEEDS WE
FORTHE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THEANCHOR WAGITI"REQUIRED OF 6M UBS.
SEE
'UA.. 2) USE TABLE 120 TO FIND THE ANCHOR T'I'FE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR WE CMU SUS5TRATf!. IN THIS EXAAIPUE, ASSUME WE CIAL! JAMES ARE IF d
L
IIHEETS WIDE. IF THE MULLION CLIPWERE TO BE CENTERED WITHIN WE V. CARE MUSTSE TAKEN TO MAINTAIN THE FASTENERS EDGEDSTANCE. USINGTHE ZXSANGLE CLIPS ANN
(4)WIWUL�CONM�ORSATMEMEDISTM�OF1'�SMM�ORC�ACaYCFWMSMI�ISOREA�RMO�RUORESUITNNAFOR�EREQUIRED
E4 ANCHORCAPACITI(OFMILBS.
LYNA,
at�lf
"N -
4) FORTHS UI IN WE HORIZONT& MULLION TOV1I MULLION, USE THE SAME ANCHORCAPACITY OF nif LsS+7ASLE Im FORTHE uLcuP WOWS WE ANCHOR
%CENS
CAPACITY IS 1074 UBS WHEN USING 3 ANI VtHHCH IS GREATER, AND THEREFORE SUITAI FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LM WE
L_DPEANG.DTHFO�.=�]
MCHORTYPEISA912STEMSCREW.
MOM THI STEPS.OUR MULUONDESICN PRESSURE IS:
`fA
.1-fAl PSF FROM WE VERTKIM. MCtU.)ON;
.1-170+0 FSF MOM WE 3F HORIZOWAL MI ATTACHING M CIAU;
+1.170.D PSF FROM THE W HORIZONTAL MULLION ATTACHING TO THE VERTCN_ MULLION ONTERSECTION� a
�� '.- '(ORKI
WEL��D�IGNP�SWREIS-A4.IKFA40��D�KYTO�LOFMEMUWONE.
-I-
VERIPYTHE DESIGN PRESSURS OFTHE FENESTRATION PRODUCTS USEDWITITHISMULLION SYSTEI&THE LOWERDESIGNI PRESSLRE,OFNUILLIONSCIRFENESTRATION
701VAL
PRODUCTS, AULLAPPLYTOTHE OVERALL ASSEMBLY. FINAL OMEN PRESSURE REQUIRES THATTHE BOTINTHE MIJUIONAND WE FENESTRATIONFRODUCT BE INSTALLED IN
1,1
AWALWA. P.E.
AL L'
ACCORDANCE WITH WE INSTALLATION SPECIFICATIONS NIT(D RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
FL P.E.# 581105
M
LOADING OF VERTICAL M ULLION LOAMNOOPWRTIGAI.MLLUON
SILLOI`WNDO�NOTANG1011510
IN 0 MMOMME91
11 MANOR I
LOADING OF HOMONTAL MUI-LlON—
FI
LGAoNGOFWATIMMUWON LOADING(OFHORZONTALMILLION
SELOFWNDGMNOTMGHOnD
LOADING OF (2) HOR2ONTAL MULLIONS
FIN
FIN
I I
LOADING OF WMAL MULLION WlZIINGOFVEFtTlCALMul.LION
PANEL OF HINGED DOORIS NOT CAPTURIED OFANCHORED NTH INTERSECTING HORVONTP1 MULLIONS
M
iiiiiiii
dial
�
z
M No
LOADING OF HOMONTAL MULLI
AN
Of 0
<
0
0
SHIDH
PRODUCT REVISE!
7, SDI 0. Mild.
D
HR mo�. 17-0630.01
EI D.w 05/26/2021
LEADING OF HORIZONTAL MULUON LOADING OF HI -Y
w ON
NOTES.,
1 1) DRAWINGS A�
I RERMENTATIONS OF WPM
FIN
0 N G RARONS�
CONFIG FIATI
MY BE EXTFt%P=m A
2) IF THE LOADING TYFE CANNOT
BVIDETEHNIINED.I.IsE
pvTHOSESHOM.
RECTANUUiLARLOADING.
3)SEEPRODUCTS'APPRIMALFOR
�ANGHORLODATJONS.
N.. M7W
s
LOADINGOFVERTICAL
MULLION
N I
LOADING OF HORIZONTAL icok PE.
muUION FLP.E.958705
Florida Building Code Online Pagel of3
SCANNED
BY
St. Lucie County
BCIS H... w, I. userRagetrethun HatToplas SulannItSumharg. Sea, & Facts Publications carload Us BCIS SIM Map Unks Search
ROM
ProdUct Approval
USER: Public User FILE Cu" PY
r @_;-o
ProdUd ADPrOval Menu > Product or
Apptication Search >
FIL *
Application Type
Code Version
Application Status
by DBPR. Approvals by DBPR shall be re,dewed and ratilled by the POC
Commission If necessary.
Comments
Ar,chived
Product Manufacturer
GT LInd S
u
Address;/Phone/Email
�Unh
.... T maid" OF
orth Venice, It. 5
Ext 22318
druark@pgbndUstres.cpm
AuMorb,ed Signature
Jens Rosmeski
J,o�mM@pgtindustd�.com
Technical Representative
Jens Rosowskl
Address/Phone/Ennall
1070 Technology Drive
Nokomis, Fl. 34275
(941) 486-0100 Ext 21140
Poso.skIftgUndustres.com
Quality Assurance Representative
Address/Phone/Ennall
Category
Subcategory
Single Hung
CWDIAdo.s
Compliance Method
Ion lark or LIsUng
Certification Agency
Miami -Dade BCCO - CER
Validated By
Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Standard
TAB 201, 202, 203
Equivalence of Product Standards
Certified By
Product Approval Method Method I Option A
Date Submitted 12108/2017
Data Validated 12/20/2017
Data Pending FBC Approval
Data Approved 12/2512017
1994
httn-//wwwflnricl,qhiiilclinornTO/nr/nr ann dtl a qn3c 9nqrqm--wCTF.VX0wtT)n1 19 1 Ri i RC A Rm 7/91001 R
Florida Building Code Online
1 1, Page 2 of 3
summary of Prod Wicts,
��Model,
Number or Name
Description
Shl - 200 (Non -Impact)
Aluminum Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yea
FL239 R25 C CAC 17G63002xdff
Approved for use outside HVHZi Yes
Quality Assurance contract: Expiration Data
Impact Resistant: No
09/01/2021
Design Pressure: N/A
Installation Instructions
Other: Please sea Miami -Dade County Notice of Acceptance (NOA) for
FL239 R25 11 17063002 nd
product performance information, 1111image details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
1 Created by Independent Third Party;
23912 ISH - 600 (Non -Impact)
Aluminum Single Hung Window
Limits of Use
Certification Agency Certificates
Approved for use In HVHZ: Yes
FL239 R25 C CAC 17063007,ndf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
01/26/2021
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL239 R25 11 17063007,od
product performance InfonnatIon, archormge detalls, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing Info ti
Created by Independent ThInd Party:
7�
Evaluation Reports
Created by Independent Third Party:
239.3 ISH - 700 (Ii.aMe
Aluminum Single Hung Window
Limits of Use
Certification Agency Certificates
Approved for use In HVH
FL239 R25 C CAC 17063008.od
Approved for use outside HVHZ: Ye�
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
I
Design Pressure: N/A
Installation Instri,cli
Other: Please see Miami -Dade County Notice of Acceptance (NOA)
FL239 R25 It 17063008.pd
product performance information, anchorage details, and anchor tyjm-�r
Varified By: Miami -Dade BCCO -
size, and spacing Information.
Crea r Party:
Evaluation Reports
Created by Independent Third Party:
239.4 ISM - BOO (Urge Missile Impact)
Muld-Stery Aluminum Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL239 R25 C CAC 17063003,Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant. Yes
05/03/2022
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL239 R25 It 17063003.od
product performance information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing finficumabon.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.5 ISM - 800 (Small Missile Impact)
Multi -Story Aluminum Single Hung Window
Limits of Use
Certification Agency Certificates
Approved for use In HVHZ: Yes
FL239 R25 C CAC 17063004.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Restitant: Yes
05/03/2022
Design Pressure: N/A
Installation Instructimms
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL239 R25 11 17063004,pd
product performance information, anchorage details, and anchor type,
Venfied By: Miami -Dade BCCO - CER
size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.6 ISH-5400 (Non-Innitact)
Vinyl Single Hung Window
Unnits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL239 R25 C CAC 17063006.pdf
pprove or use outs a HVIUD Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
07/30/2020
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FI-239 R25 It 170630(1
product performance information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Tilrdl Party:
239.7 ISH-5500 (Urge Missile Impact)
Vinyl Single Hung Window
Urnits of Us.
Certification Agency Certificate
pprove r use In HVHZ:: es
FL239 R25 C CAC 17063005.od
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant- Yes
07/30/2020
Design Pressure: MIA
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL239 R25 11 17063005.pd
product performance information, anchorage details, and anchor type,
Venfied By: Miami -Dade BCCO - CER
size, and spacing Information.
Cmated! by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Contact US ;; 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850,487-ls24
The Suite of Florida Is an AAJEEO employer, Copyright 2007-2013 State of Florida, :: PPwv,y Stemmen :: Accessibility Statement :: Refund Statement
Under Hands law, email adifinesess am public records. if you do not want your e-mail address released In response to a public,recards request, do not send eledUeluc
mail to this entity. Instead, contact the offics by phone or by traditional mail. If you have any questions, please isroact 85D.487.1395. -Pursuant to section 455.275(l),
Florida Statuels, crocuses October 1, 2012, licensees licensed under Chapter 455, F.S. Must provide We Department with an email address If Way have one. The email,
provided my be used for official communication with Me licensee. ftwewar emall addresses are public record. If you do not wish to supply a personal address, please
Provide Us Department with an email sonnets which can be made available te We public. To determine If you am a ficence, under Chapter 455, F.S., please clia here .
Product Approval Accepon:
http://www.floridabuilding.org/pr/p�__app dtl.aspx?param=wGEVXQwtDquSlBu8CAEm... 7/23/2018
Florida Building Code Online
Page 3 of 3
kar-NIF-AM
Irm— SecurityMetrics Credit Card Safe
httD://www.floridabuilding.org/Dr/Dr am dtl.asDx?Daram=wGEVXOwtDouSlBu8CA-Em... 7/23/2018
MIAMIDMADE MIANn-DADE COUNTY
ma PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOA-RD A" CODE ADNIINISTRATION DIVISION T (786) 313-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) �.miamidade.gov/econamy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Mami-Dade County RFR -
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 _��escribed herein, and has been designed to comply with the Florida Building
Code, including the rricane Zone. -
it
'es I'S17
DESCRIPTION: �, Cn 1-700" Uuminurn Single Hung Window - L.M.I.
L
00:i -20, titled "Alum. Single Hung Window, Impact", sheets I
APPROVAL DOC rwingv No. 4040
through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and
sealed by Anthony L 1�flmle,, P.E., btadag-11-e-Miamis-Dale County Product Control Revision stamp with
1�
the Notice of Accept =Tice and ex 1i a :ey =eProduct Control Section.
Large la 71-1t ResistZ�'
4.L—argE 11 Mi_9siJ in
MISSILE 11VIPACT RAT and :Smalle�yissile Impact Resista:t-ty'
p
a
an
LABELING: Each unit shall bear a p2e e manu name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
notedberein.
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.
nRMINATION 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.
ADVFRIISFMMNT: 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 NOAH 16-0714.06 and consists of this page I and e:vidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 17-0630.08
17 ExpirationDate: March26,2021
ApprovalDate: Noverriber-30,2017
Page I
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted underNOA No. 05-1018.01 and 07-0322.06)
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impacf', sheets I through
11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test� Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal� spacer system, Super SpacerO NXTTm spacer system and XL
EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted underprevious NOA No. 16-0714.06)
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 FB C, 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 marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 07-032Z 06)
3. Test reports on: 1) Air Infiltration 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 an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by Edmundo Largaespada, P.E.
(Submitted underNOA No. 07-0322.06)
'_7WaYjjP)0N qg,
Ma P. E
i ker
er
Pro nu�IQ
[net Contro Fx
NOA No. - 630.08
Expiration Date: March 26,2021
ApprovaiDate: Noveraber30,2017
E-1
I -,
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIIDENCE SUBAUTTED
B. TESTS (CONTUfnD)
4. 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 single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. IFFL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submitted under NOA No. 05-1018.01
5. 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 single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No, FTL-4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018. 01)
6. Test reports on; 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test Loading per F13C TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
A) 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 2411.3.2. 1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018. 01)
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 single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively,
both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018. 01)
Man el ere P.E.
ProductContr lExa iner
NOA No. 7- 0.08
Expiration Date: March 26,2021
ApprovaiDate: November30,2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 6t" Edition (2017), dated 06/22/17, prepared by
manufacturer, signed and scaled by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTMCATIONS
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on
05/21/21.
2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5'h Edition (2014) and FBC
6`1 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. FTL4957, FTL4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
sealed by Edmundo Largaespada, P.E.
(Submitted underNOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648,
FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08/10105, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018. 01)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
(Submitted underprevious NOA No. 16-0714.06)
G. OTHERS
1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and
expiring on 03/26/21.
U r E, FE—.
r
ProduCMt1'Z:1E a
o ro
�mniner
_0
NOA -0630.08
Expiration Date: March 26,2021
Approval Date: November 30,2017
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
,,2,6,=EE DETAILS ON SHEET 2)
A .5116. LA�Al CONSI 'n
- 5116- LAMI CONSI TING OF (2) UTES OF 118- ANNEALED GLASS WITH A.090- KURARAY TROSIFOI! PMS (BY KURARAY AMERICA, INC.)
1PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
B. 5116"LAMI CONSISTING OF (1) LITE OF 118- ANNEALED GLASS AND (1) LITE OF 118- HEAT STRENGTHENED GLASS V41TH A
.090- KORMAY TROSIFOL *PM3 (BY KURARAY AMERICA, INC.) OR.090- SAFI-Ek' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
C, 5116- LAMI CONSISTING OF (2) LITES OF US` HEAT STRENGTHENED GLASS WITHA
.09V KURARAY TROSIFOL 'PVS (BY KURARAY AMERICA, INC.) OR.09V SAFLEX' PVB INTEFULAYER (BY EASTMAN CHEMICAL romPANY)
D. 7110' LAM I CONSISTING OF (2) LITES OF 3116- ANNEALED GLASS WITH A.09T KURARAY TROSIFOLe PVB (BY KURARAY AMERICA, INC.)
OR.090' SAFI-EX 0 PVB INTERLAYFR (BY EASTMAN CHEMICAL COMPANY)
E. 7/1 S' LAMI CONSISTING OF (1) UTE OF 3110- ANNEALED GLASS AND (1) L17E OF 3116- HEAT STRENGTHENED GLASS WITH A
.090* KURARAY TROSIFOL OPUS (BY KURARAY AMERICA. INC.) OR.O90'SAFUEX- PVS INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
F. 7116"LAMI CONSISTING OF (2) LITES OF 3116- HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL ePVB (BY KURARAY AMERICA, INC.)
OR.090"SAFLEX 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 13)16'LAMI IS: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND Sit V LAMI CONSISTING OF (2) UTES OF 118- ANNEALED GLASS VOTH A
.ON' KURARAY TROSIFOL OPVEr(BY -KURARAY AMERICA. INC.) OR.090- SAFLE)e PUB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
H. 13fl 6' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 511 6� LAM[ CONSISTING OF (1) LITE OF 1V ANNEALED GLASS AND (1) LITE
OF Iffi- HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOLF PV13 (BY KURARAY AMERICA INC.)
ORD9D- SMLEX 0PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
1. 13(16' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, ANAIR SPACE AND 5116'LAMI CONSISTING OF (2) LITES OF 118'HEAT STRENGTHENED CLASS
WITHA.OSO-KURARAYTROSIFOL �P� (BY KURARAYAINERICA, INC.) OR.WVSAFLE.Ne PM3 INTERLXWR (BY EASTMAN CHEMI� COMPANY)
J. IWIW I-AMI IG: (1) LITE OF lffi' TEMPERED GLASS, AN AIRSPACE AND 7116'LAMI CONSISTING OF (2) LITES OF 3116"ANNEALED GLASS WITH A
090' KURARAY TROSIFOL'P\&-(BYKURARAY AMERICA, INC.) OR.090"SAFLEXO PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. JWJBd LAM] IG: (1) LITE OF 118- TEMPERED GLASS, AN AIR SPACE AND 7/16- LAMI CONSISTING OF (1) LITE OF 3116- ANNEALED GLASS AND (1) LITE
OF 3/16- HEAT STRENGTHENED GI -ASS WITH A .090- KURARAYTROSIFOI! PVO(BYlKURMAYAMERtQkINC,)
OR.090- SAFLEX 'PVEI INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. 13116- LAM] IG: (1) LITE OF 1M" TEMPERED GLASS. AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) UTES OF 3116- HEAT STRENGTHENED GLASS
WITH A.090'KURARAY TROS 0 �PVB (BY KURARAY AMERICA, ING.) OR.090"SAFUEX- PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
M. 13116- LAM] IG: (1) LITE OF 118* ANNEALED GLASS. AN AIR SPACE AND 5116- LAM[ CONSISTING OF (2) UTES OF 118"ANNEALED CLASS WITH A
.090- KURARAY TROSIFOL OPVB (BY KURMAY AMERICA, INC.) OR.090' SAFLE)e PVB INTIERILAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS: "OX' (111. MEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTIM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DES IGN. ASD.
(IDDESISTANDA91)SUSED:
:2017 FLORIDA BUILDING CODE (FBC), GTH EDMON
2014 FLORIDA BUILDING CODE (FOC). STH EDITION
.AM E13DO-M
:�UAFWANDS-20 5FORWOODODINSTRUCTION
ALUMINUM DESIGN =OUZ AD*2015
-AISIS1W12
-AISC�10
NOA DRAWING MAP
SHEET
GENERAL NOTES .............
1
GLAZING DETAILS .........
. 2
DESIGN PRESSURES
3
ELEVATIONS .....................
4
VERT. SECTIONS .............
5
HORIZ. SECTIONS ......
5
PARTS LIST .......................
6
E>ITRUSIONS ....................
7
CORNER DETAIL ..............
7
ANCHORAGE... ..............
. . 8-11
Matedel
Min.. ,
Min. F.
Steel Screw
92 Iml
120 k8l
Elco UlmrorO
155 ksi
177 kai
410 SS Eloo CreteFlexS
127.4 ksi
189.7 ksl
6053-75 Alunimm
16 ksl
22k5i
A36 SIMI
3a Intl
58 k6l
Gr. 33 Steel Stud
33 ksl
4S ksl
4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5. SHUTTERS ME NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEAUED WITH NARROW JOINIT SEALANT OR GASIKET.
7. REFERENCES: TEST REPORTS FTL4645, FTL4646, FTL-4647, FTL.4848, IFT-4649, Fn-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL�5063.
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
SH700, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE W FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.
CMr.OFAUTI.�
t�. 11"it
I LINAV
OCEN
No. W705
az
..........
"7,,'ONAL *
IMPACT '111111110
I A. LYNN MILLER
;��0-20G FL P.E.# 587(
1/2' NOM.
GLASS SITE
118"ANNEALED
511811,10M.
1/2"NOM.
GLASS SITE
1/2'NOM.
GLASS BrrE
Part#
Description
Material
71
Kommerfleg 4SG; TIPS Spacer System
72
Quarter SuperlipacernXIvAth Hot Mail Butyl
Sea this
Sheet for
73
Quanex Dumseal Spacer
Materials
74
Cardinal)L Edge Spacer
GLASS W16' ANNEALED OR HEAT STRENGTHENED GLASS
.090 PV13 INTERLAYER
GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS
'LAMINATED
7116- LAMINAZ GLASS (��
71-74 <�] EXTERIOR IWERIORE">
(ALL SECTIONS)
KURARAYTROSIFOLO
W-NOM. PVBINTERLAYER
GLASS BITE or
SAFUEX'PVS INTERLAYER BY
EASTMAN CHEMICAL COMPANY
70
118'ANNEALED OR HEAT STRENGTHENED GLASS 3/16- ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
10 ANNEALED OR HEAT STRENGTHENED GLASS W16- ANNEALED OR HEAT STRENGTHENED GLASS
7116-1-AMINATED
AIR SPACE
AIR SPACE
�SIIVLAMINATED
118- ANNEALED OR TEMPERED GLASS
—
118" TEMPERED GLASS
13116'NOM.
13116'NOM.
13/16 kSSW/5/16-LAMI(�
13/16 NSSW17/16"LAMI
STRUCTUFAL
SIUCONS
STRIXTU�__J& VVWK I,=
MrSOMITYLENE
WITHDESICC7A, VA DESIC—
E)(T. G E)(T. GILXSS�
4/ZV \�IJT. G1,ASS �Iw.te.Ass
KODISPACE is SUPER
QD 4SG TIPS TP—AC E RG NXT
pmlrs�
B�E
SE&
BUTYL&
slc�
FOAM
v4v —1W.GLAsS vz,�" N
(SOURASEAL(D XL EOGE�
SPACER 8SPACER
CERT.CFAU�.AZ296
2 -11 1 4040-20
NOTE
LAMI IG OUTBOARD
LITES MAY BE
UPGRADED TO W16'
WITH NO CHANGE IN
DESIGN PRESSURE.
No. 60705
0
TA
A.
oj
111 FLANGE OR INTEGRAL FIX WINDOWSWI HIGH SILL OPTION
BASED ON FLANGED WINDO TIP-10-TI FRAME DIMENSIONS
WINDOW HEIGHT
GLASS TYPE 66- TV 72"
74'
TABL�f.
7
+'O�O
1 -80.0
tk()
I -SD.0
1+80.01-80.0
+130.0
-80.0
+80.0
-80.0
80.0
.80.0
+80.0
-80.0
0
+60.0
40.0
-80.0
430.0
+80.0
-00,0
+80.0
�0.0
+80.0
-80.0
+79+0
4RO
A.B.M
80�0
-a n
-80.0
-80.0
+80.0
-8D.0
+80.0
-60.0
+78.81
-78.8
+77.3
*-n.3
+75.9
9
63 118"
A,B,M
+80A
-80,0
+80.0
-SD D
+79.6
_7, a
-79.6
+78.2
-78.2
2.
+ 75.4
+Ba.o
.76.4
+74.0
-74Q
UP To 63 1118"
CD,E,F,G,H,I,J,K,L
+BD.0
i -Bn n
+80.0
-8D.0
1 +80.01
40.0
+80.0
-80.0
ii
7" !
+"a
1 .80.0
.8,0
480.0
a0.0
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP-T6-TIP FRAME DIMENSIONS
WINDOW HE30HT
WIDTH GLASS TYPE 38318- 60618- 1 Sr 1 72" 74r
TABLE 2.
76-
A,B,M
.+80.0
-80.0
+80.0
-80.0
+80.0
-80.0
1 +80.0
1 -80.0
1 +70.01
-70.0 1
+70.01
.70.0
1 +70.D
1 -70.0
A,B,M
+80.0
4ID.0
+80.0
-N!q
1 412
1 :W 0
f
L 2
1
1+17 2
-70 1
-
��O�;'
1
+70.0
-70.0
A.B.M
+80.0
40.0
.80.0
-80 .
,
+io:2
"�;
+71
%
_7n�� ,
_
71!211
-7;!2.
+SS
�70!1
�67.6
-67.6
W 118.
A,B,M
+80.0
80.0
-W.D
1 +80.01
430.0
+76.01
-75.0
1 �66.01
41&()
1 +66.7
1 .0.
:72.
UPTOS3li8'
C.D,E.F,G,H,I.J.K.L
+80.0
12
ioi
1 +80.01
-80.0
1 +80.01
-80.0
?7;
N
1 N
3
,USTOM VIEW& RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION TABLEZ
3ASED ON FLANGED WINDOW TIO-TO-TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT(MAX. WINDOW HT. W/ SASH =7V FLANGED AND 78" INTEGRAL FIN)
TH 'LASS TYPE F -396JIS' 1 4413116" 1 WWII" 1 651
631 G 17118- 1 2211I1TG"oi+B�L3fLV 6�3.! -_ i
0., OOT .80.0 'fa +70.01-70.0 1 +70.D 1 -70+01 +70.01-70.0 1 +?O.D �'7
18 1 D,E,F,J,K,L�&j +80.0 1 -80.0 1 ".0
GtA99TYPES: --
TEST REPORTS TABLE4.
A)
FTL4547, 4648, 4723, 4957
B HSI
FTL-4647. 4648
C. 5116- LAM[ - (1/WHS,.D9D,1/rHS)
FT-4M7. 46,18
0. 7JI� LAMI - (311WA,.090, WWA)
F7L-4645, 4885
E. 7116' LAM] - (311VA..090. W16-HS)
FTL-4645
F. 7116" LAMI - (3/16'HS..090, WIWHS)
FTL-4645
G. 13116" LAMI 10 - 1/9'T, AIR SPACE, BMW LAMI - (1/8'A,,090.1/8'A)
FT-4648, 4723
H. i3flV LAMI IG - 1/8' T, AIR SPACE. 5116- LAM[ - (11VA..00.118-HS)
F7L-4646
1. 1311W LAMI IG - 118' T. AIR SPACE. 5/16- LAM] - (118-HS..090.11WHS)
J. 13116- LAM] IG - VF'T, AIR SPACE, 7116"LAMI - (W16-A.,090, 311VA)
F-14649, 4650
K. laflg' LAMI IG - 118" T. AIR SPACE. 7119' LAMI - (3/16-A,.090, 3116'HS)
FTL-4649.4060. 495B
L. 13116' LAMI 13 - I/a' T, AIR SPACE, 7/16- LAMI - (3116'HS..090. WlFHS)
F7L-4649. 4650
M. 13/W LAMI IG - 118"A, AIR SPACE, 5/16- LAW - (IIWA..090, 115"A)
FTL-503-
.0.
.MEETINC
H T.
t Ir
I--- --\
'01
HT. - MEETING RAIL
Ir S ASH
t - -1
.0.
W1.
MINUS
SASH
HT.
MEETING RA L
HT
4
L
�/M//
!T H
NOTES: 1. WINDOWS WITH THE Low SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRE SUR OF*14.OPSIOR
��ELO R AS SHOWN IN THE TABLES. NEGATIVEDESIGN
Lo
PRESSURES ARE UNEFFECTED. NO-58705
DUC,NG 1
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY I EDUCMNGI E FLAW ED TIP-TO-TTP FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SM' MINIMUM TO 3V MAXIMUM.
4. GLASS TYPES C, G. H, AND I MAY BE USED IN SASH ONLY 221
S. REFER TO ANCHOR QUANTtTY TABLES 5.8 FOR ADDITONAL DP 7� 1w,
7E
LIMITATIONS. CE.
DESIGN PRESSURES
CMLOFAUTK�M
RE
I I I I � I NTS 1 3 - 11 1 4040-20 1 G I Fl- P.El 58705 1 1
53 1113' mAx. FLANGED WIDTH
52 118- MAX. I.F. WIDTH
49 Tq4XE
DLO
L)
75. AX. 75'M
5
F. FM
HT
7
S E
GHT HEI BHT SEE DLO 0 HE GHT
TA ILE 0
TABLE 0
"MAY
S E DLO
rABE Jj" SEE DLO
76-1
179- 76-1 IAX 176 MAX.
SEE'DLO SIE
)SASH
. G" TABLE N E4
HEIGHT I OT
—VENTDLO(ALL)—� DETAIL B
DETAILA VIEW (STANDARD SASHI
E
7T 75'
Il L
SEE OLD HEI 3HT SEE DLO E-J HEI I
TABLE 0 76' MAX. TABLE 0
FLANGED
HEI HT
L L
x �e
DETAIL C *
RADIUS TOP (STANDARD SASH)
20' 20'
SEEDLC)17�� X SASH SEE DLO TABLE SASH
HEIGHT HEIGHT PR ODUCTnVISW
B A�
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEET 5 FORVERTICAL AND HORIZONTAL SECTION DETAILS.
Z N.. 68",
2 BE
' E: SHEET 7 FOR CORNER DETAIL MEWS.
3.13 SHEETS 8 THROUGH 11 FORANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT
�ELEVATFONS STATE
AL,,%
ERT.OFA�.�C AL WINDOW, IMPACT I'll
A. LYNN MILLER, P.E,
I—J.J.'l M07 I
I "G UM. SINGLE HUNG
K. WV55 = l;TS I � 11 7 4040-20 1 G FIL P.E.0 58705
FIXED
LITE
DAYUGHT
OUTSIDE
VENT
DAYLIGHT
2.78'r—1 NOIE; MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOT rOM LOCKS, (1) 6- FROM. EACH SIDE OF SASH. / 0�@ NOTE: BALANCE PARTS USED
MAX. VEIa DAYLIGHT OPENING BASED ON SASH WEIGHT
114SIDE INSIDE
NEI (E) 7' 9,10,11,15.16
31
Z:
SECTION B-B
(LOWSILLSHOWN)
SEE NOTE ABOVE
n12 ULTRALIFT
ONLY
MAX. FIXED LITE DAYLIGHT OPENIN I G I OUTSIDE
-MAX. WIDTH
SECTION A -A
-1 NT-EG-RAL -Fl N (L F.) TR-AME S EC-TI Q-N-S =NSIDE)
r
47
2.. 46
HIGH
SILL
I �—' r i
HIGH SILL @1 LOW SILL HEAD
SECTION C-C
L
'AUL LE HUNG WINDOW, IMPACT A
�T.OFAU. 6
JR �17 I'G! IND —'..7 — — -- I— � A L " YLLR. P E
1=. I Hff -11 40400 G
ITEM
IDWGJ)
DESCRIPTION
PGT#
M
1
4002A
FLANGE FRAME HEAD
612225
2
1155
#8 X1.000 QUAD PN. SMS
781PQA
0
3
4003C
FLANGE FRAME SILL (LOWSILL)
6`12226
6
1626
ADHESIVE OPEN CELL FOAM PAD
7PAD41626
6
4004
FLANGEFRAIVEJAMB
612227
7
4026
RASH STOP
612244
8
4025
SASH STOP (EGRESS) 1.125 LONG
612244
9
4029
SPIRAL BALANCE, Wil". 518*. OR 11116"
10
1080
BALANCE COVER, 3/11"011 5/8"
VR
6BALGVR916
I I
I
I#BX.76OPH.PN.SMS
7834AA
12
BALANCE BOTTOM BRACKET
7BALTBKT
13
108511086
SASH TOP GUIDE
42504
15
#8 Xl PHILLIPS FLAT HEAD S. STI
78XlFPAX
16
1080-1
BALANCE COVER, 11116"
6BALCVR670
17
4053
SASH STOP COVER
64053
18
4029-1
SASH BRACKET
7ULBRKT
19
#1�32 Xlr2' LG. PH. PH. TYPE F S. STL
7832Xl2FPFX
21
4054C
FD(ED MEETING RAIL
M054C
23
40D6C
SASH TOP RAIL
64006
25
1235
WSTP 170 X270 BACK, FIN SEAL
67SIOG
26
1096
SWEEP LATCH
71095
27
1016
NOX.625PH.FL.SMS
7858
28
4007
SASH BOTTOM RAIL (LOWSILL)
612230
30
1226
WSTP..BULBVINYL
6TP249
31
4008
SASH SIDE RAIL
612Z31
m
126B
SASH FACE GUIDE
42501
35
1622
LAM SETVNG BLOCK 3�2' X25ffi4"X 1-
71622K
36
1052
LAM IG SETTING BLOCK V X314"X111W
71052K
37
1224
MNYL GLAZ BEAD BULB (THICK)
6TP247WK
38
1225
VINYL GLAZ. BEAD BULB (THIN)
6TP248K
41
4039B
GLAZING BEAD. 5/16 LAM GLASS.
840393
42
4044B
GLAZING BEAD, 5116 LAM WIGRILL KIT
644703
44
4222A
GLAZING BEAD. 7116- LAM
64222
45
986C
GLAZING BEAD, 7116* LAM VINGRILL KIT
6985
46
4067
Gl-A7JNG BEAD, 13il6" LAMI La
64067
47
4071A
FRAME. I.F. HEAD
64071
48
4072A
FRAME. I.F. LOWSILL
64072
49
4073A
FRAME, I.F. HIGH SILL
64073
so
074B
FRAME. IF. JAMB
64074
52
4009
SILL LATCH (EGRESS) (LOWSILL)
704009
53
1088
SPRING, SILL LATCH (EGRESS)
7SPRNG
54
2740
SILL LATCH (EGRESS) (HIGH SILL)
82740
P
10314 ISCREEN
F (HOR.&VER.)
61 4 1
N 1
1, 0 ISCREEN
CORNER KEYVWRINrS
71630
57 1
1631 ISCREEN
CORNER KEY WOUT RINGS
71631
58 1
1073 ISCREEN
SPRING
7CASP
59 1
1624 ISCREEN
SPLINE-135 DIA. FOAM
61624K
'� �� D�
N -- CE;.-__
(HII 4
CEW.OFAUW�
ITEM
owe#
I DESCRIPTION
PGAI
60
1635
SCREEN SPLINE-136DIAHARD
61635K
61
SCREEN CLOTH
61816
63
505
GLAZING CHANNEL (.688 X.500)
653MO2
&1
1161
#6 X l.DOD PH. BUGLE TEK
70OXI
67
qSILICON
GLAZING TAPE, Ill 6 X 1/2 - 7116 LAMI
62EV1510
68
4051A
SASH BOTTOM RAIL (HIGH SILL)
64051
69
4050A
FLANGE FRAME SILL (HIGH SILL)
64050
70
E, DOW791,899,995 OR GE 7700
80
A GLASS, 5tl6' LAM, (1 MA.090 PVB,I18'A)
81
B. CLASS, 5116- LAM. ('10A.01K) PVB,I/B'HS)
82
C. GLASS, 5/16- LAM, (I 18-HS,.09 0 P\S,IS-HS)
83
D. GLASS, 7116" LAM, (3/16-A.090 PVB,311 S-A)
84
E. GLASS. 71l S' LAM. (311 6-A.090 PVB,3/16-FIS)
WS
F. GLASS. 7/16' LAW. (3tl 6'HS,090 PVB,3116-HS)
86
G. GLASS, 13116" LAM IG: 118-17, AIR SPACE. 5116- LAM. (118-A,.090 PVB,118'A)
87
H. GLASS, 1311 B" LAMI IG; 118-T, AIR SPACE, 5116" LAM, (IM'&.090 PVB.lffi'HS)
88
1. GLASS, 13/16' LAM IG: IM7, AIR SPACE, S/I 6" LAM), (IHHS..090 PVB,118'HS)
89
J. GLASS, 13116- LAPA IS: I 18'r. AIR SPAC E, 7116"LAMI. (3116'A.090 PVB.3116*A)
90
K GLASS, 13/16- LAMI IG; IM7. AIR SPACE. 7tl 6- LAMI, (W16-A.090 PV3,WI6'HS)
91
L. GLASS, 13116' LAMI IG: 1/87, AIR SPAC E, 7116" LAMI, (3A "S,.090 PVB,3/16"HS)
92
rj- GLASS, 1311 W LAM IG: I/8"A AIRSPACE. 5116"LAN, (Itil-A.01K) PVB.1187A)
[--2.784
t 3
0
407 FRAME, I.F. HEAD
FRAME, I.F. LOW SILL
04072.A, 6063-T6
THICKNESS
u� FRAME, I.F. JAMB
FRAME, I.F. HIGH SILL (B #4074B, 61)63�TG
94073A. 606�Tll (USED AS RADIUS TOP HEAD)
I NTS 1 6 , Of 1 4040-20
N.- 58705
2.184--1
GB2
I.F. FRAME ENTIRE JOINT
1 or 47 2 1 1 F FRAME
163
2.830 2330
T,
062
t
6 or 50
(D FLANGE FRAME HEAD
I
#QD2A, 6063-TO
2.784---�
1.749—
T7' I
1 2.710
.G62— I-
4GEFRAMEJAMB
#4004,6063-T5
(USED AS RADIUS TOP HEAD)
--H 1.342 1--
.062-0—Ri 5
RAIL
\Z-:/ #4054A, 6063HD-TSO\
FLANGE FRAME SILL (LOW)
#�3C, 6063-TO
—j==06j2'490
N0 f
[--1.451-�T
L�-j
SASH STOP
OVER
#4025.6063-T5
U7 #4953,6063-T5
�-2279---j T
r - 1.9
062T'17�7
.062
D or oL
SEALANT OR GASKET__L_\
AT HEAD AND SILL
VIEW D-D VIEW E-E
D & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
FRAME CORNER CONSTRUCTION
m
[eI718
1.096 1 -T
.062 249 GLAZING DEAD. 5116"
1�-i a #4039S. 6D83-TS
S31 SASHSIDERAIL
#4008.6063-T5
@23 SASH TOP RAIL SASH BOTTOM RNL(LOW)
W.M.003HS-TO Imuu7. 6063-T5
050
1.096 T
GLAZING BEAD 7/16"
#4222, W63-T5
FLANGE FRAME SILL (HIGH)
"050A, eav-n
SASH BOTTOM RAIL (HIGH)
(�� 94051A. 6063-T5
N.�M.MUV5
041�48MWD
�RT.CPAM�
1
GIs
1.115 -1
GLAZING BEAD, 7/16"
—.5C, 6063-TS
(USED W/ GRILL KIT)
.050
1.096 T
GLAZING BEAD, 5116-
#40"8, 6093�T!i
(USED W/ GRILL KIT)
1
.683
ALUM. SINGLE HUNG Wl
�H- Half 1 7 - 11
WELD
ALONG
BOSS(2)
0' LYNN "',
4f
Z*: No. 58705
WTEt I..
00�I A. LVo
40G - FL
ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLE 5,
WINDOW HAPflr_-�)
suBSTRA�,.
28.601
34.613
.611
41,6113
52.611
51.103
114.601
76.000
ANCHOR
00
uz-zo.
Z
ol
0
- zc�lo
"o
Z
0
- zm
0
'll
z
0
- zm
0
�
-C-`o-'-ozN
0
1
0
�ONZ_z
0
00,
CNz_z
0
-
0
WINDOW1
GLASS
0
0
ON
0
0
0
ON
0
0
0
Ol
0
o
0
ONO
0
0
ocl
0
0
0
0
0
0
ON
0
0
0
0
0
WIDTH
TYPE
C,D.E F,G
1
H,kj,K,L
-
ii2
-7i
li
Tj j
;�'j
1
�12
Y:2
2" 2
21�2
1_21�1 21_2�12
Yi 2
212
2[2
il
212
212
212Y12Y
jlf-j�j--T,
.2
3,3
19.125
4B,M
t2
111
Ill
T_
1,2
-
1�1
1. 2
�2i 2
12
2�2
2'2
2 2
2;2
2i2
212
212
�,_2
jT�
i7,j
-i-,i
ii-2
�_,3
i�_
12
314
C,D,E.F,G,
24.ODO
H,LJ,K,L
1.2
Vi
-1 2
-1 'J2
172
JIFil2T2
T. i
2_.12
T� 21
Y�_21
Z f-2.
2'2.
211 _2
2L2
i i
�-,2
2 .1 -2
_2�:3
-212
253
Y.3
E 2
3 F3
A,B,M
1��
-1:
52
f2
12
11-2
2'12
2il2
2 [ d
212
�2
k'k
_2
i
21-2
25
2_
1'2
21�
iFi
2i 2.
2 13
313
2,2
3! 3
1
1
1
2
1
1
2T 2
ifijl%121'2
i�i
_i;_2
2121
2,341212JJ21;312112
�_lj
j
i-
'i
izl-4
i�i
--r-
4L4
32�0(X)
2
y 2
I
2 d
f
112--
i
F
21 2
1 1! i
-
12
------
2;3
1
1 Ji
-2!-3-
if 2
LI 3
jLi
�l 3
31213
31314
F,31�f
I'D,E,F,G
1
1
1
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
2
'-I
2
1 J�L
F
_21-2
i .2
1--'
i
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if-3
_iTi
Tif�Fi
ii__iF
2
3
25
1
i 12
�;d
-273
213
2S
Z�
_2[ii
_3
F3
_i'41
-3 f_3
1_�
314
ijij-iTi
�' i
P37.000
—
1
[22
1
1
1
1
1
2
1
2
2
i
2
1
2
2
1
2
2
1
2
A, B III
I
2:211.2
I
1
2�2
213
112
2"
1-3
Ij 3
21;
2 IS
2;; 3
1�2
2:
jKa
213
2r_3
!2
2 . jal
P
-
2i 313:3
3141
3 3
3-, 4
3 613�
4�dl
PSF
7�
79
1
1
C.D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2_
2
40.ODO
KI,J,K,L
2 2
17: 2
Z12
Ij 3
_12
2,3
213
2 2
2_13
213
2i3
213
2 4
213
-31-3
3-1-4
_2
21-313
j 4
3T6
3'-1
3,4
_2
45
3 3
414
2
2
A,B, M
2T2
ll_�
J!21'22�dLL
2[ 2
21312!3.20.2�3
2 4
_2
21-3
-i
i.
� -4
315
3 7 3.
_2_
3 � 4
PSF
79
C,D,E!F,G,
2
2
�_j
2
2
2
2
2
2
2_
2
2
2_
2
2
1 2
2
1 A
2
44.000
H.I.J,KL
2
2 2
_2
2
212
_2
25
k12
2[3
-
-i
_2
313
_�
_21
3T,_3
314
21
313
J,
14
2�3
31_4
- ri
3 1
if -3
3t4
_12
. . 4
. 4'5
2
2
2
2
2
2
2
2
2
2
2
2
?
2
AB.M
2 2
2
212
2-12
21 J22
i
1 2;
213.
Z 2
il 3
2 F�.
i li
i
-3
i%
3
3! 4
1 31
314
Yi
i 13
3!4
�4, 5
=2
i 4
5
PSF
79
711
79
C,D,E,F.G,
2
2
2
2
2
2
2
2
2
2
2
3
48.000
H.LJ,K,L
2 2
m. 2
2 7
2 2
_21 3
272
3
-i r,
. 7
ii
, I -
2�3
31.3
33;
-i 1%
iT%
i%j
_i� -
3
3!4
-
i� 5
r
3 31
3L
3%
13
4%
3
--L
5:5
2
2
3�
ABfM
2 2
2_1 2
2 2
2F33
2,_2
2-1 -i
ill 4
213
-3 1_3
31,41il.ijiI4
3 f 4
25
_i!_4
i�i i
Viii4
-3-:513'3
41S
4!6
_2_1
3;415!
PSF
2
79
79
.D,E.F.G.
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3
3
2
3
53.125
H.
2 2
2 3
2�
25
'ij'i
;
3j4
314
�1�?
'2
_�
_i3 11
5
3;'3
4
4,6k'�
a
�16
I
2
2
2
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2
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2
2
3
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B'
a2i
2�2
2 2
213
2�2
i�3
3'. 4
2 '
3,14
.4
4
3%j
i2
6j
3" -
3
4 4
415
313
4'5.4!6
_2
3 '!4
, _I
4[51
URT.�
1. ANCHOR TYPES: 1 - 114' ELCO ULTRACONS OR 412
SCREWS INTO METAL
2 - 114' ELCO SS4 CRETE-FLEX
3-#12SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS,
HEAD - 18 112'MAX. FROM TOP CORNERS
JAMBS - 17 10 MAX. FROM TOP CORNERS
15'MAX. FROM BOTTOM CORNERS
fi'MAX. BELOW MTG. RAIL
SILL -ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE V LESS.
5. DESIGN PRESSURE LIMITATIONS
S IZE BLOCKS OF THE ADIA—CEW TABLE WITH A
BCUD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DES IG N PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS -
TABLE KEY:
VAX PSF
(OF LIMMED) 77U
Hr 2
JAI�a AS V
VE
E 2 3
rvTrG - RAL
JAMBRELOW
MTG. RAIL
(FULL OP)
HEAD
2
43ABOVET-3
G. ii� L
IAY LYIV4
i BELC )w
IVTrG. R ML
SEE TABLE I FOR
NO-58705
FULL DP
8 �11 1 404040
rd
ANCHORQUAN
ITIES ABOVE MEETING RAIL (HEAD & JAMES). CUSTOM FLANGED
WINDOW HEIGHT MINUS SASH HEIGHT TABLET.
WINDQVVKEIGKFMNU5,�HHEIGKrFROMTABLIzB.
SUBSTRATE:
17.125
22.668
28.211
33.754
39.296
44.839
50.382
55.M
ANCHOR TYPE: -
0
. 0
`N3
0
z
0
- z
I,
0
0
. 0
ci
0
z
0
0
- Z�o
0
0
11
0
z
0
ul
0
- z'10,Nz
O,N�
0
0
0
8-0-�
0
zqoz
u
a
0
0
0
0
- zoo'z'z-lO�z_zqo
O'l
0
0
0
o
a
0
8.3
a
0
a
0
0
Q
ONrzoro
u
0
ol
u
0
z
0
WINDOWIGLASS
WIDTH
TYPE
19.125
D,E.F.J,
K.L
I
I'
I
1
I
I
2
1
1
1
2
1
1
1
1
1
1
1
2
1
2
1
3
1
2
1
3
1
3
1
2
2
1
3
3
1
1
3
1
3
1
24.000
D.E.F.J.
KX
2
2'
2
J22
2
2
3
3
3'
'2
Y_
1
3-
1
3
4
_3
4
32.000
O'E.F.J.
K.L
1
1
1
1
1
1
2 -
_ 1
2
_1
3
2
�i_
1
�i
1
116.
3
1
3
1
4
1
3-
1
4
1
-4
1
3
1
4
4
1
5
1
3
1
PSF
79
37C00
D,E.F,J.
K.L
1
1
I_
2
2
2
2
—2
2.
2
3
2
-
3
1
3
2
4
2
. _
3
I . 1
3
1 2
3
2 _
4
I 1
1 3
2 _
4
-4
1
4
2
5
2
1
2
PSF
79
79
79
1 79
413.000
D.E F.J.
KI
1
2
1
2
1
2
2
2
2
2
2
2
3
2
3'
2
3
2
2
3
2
4
2
4
2
2
4
4
2
3
2
5
2
4
2
4
2
5
5
2
4
0
PSF
76
79
n
m
1 79
79
44.000
D,E.F.J,
K,L
2
2
2
2
2
2
2
2
2
—
4
2
2�
5
?_
EU5
!2_
3
2
2
5
2
4
2
5
2
5
2
4
1.2
1 6
1
2
2
2
_L
3
'21
3
1 3
.
4
.....
1 4
4
PSF
78
79
70
79
79
71
79
73
76
48.ODO
D.E.F.J.
KL
2
2
2
2
2
2
2
2
2
3
4
2
4
2
2
5
2
4
2
5
3
5
2
4
2
- 5
U3,!Eff
5
4
. 8
3
6=5
2
2
6
1
1
1
2
1 2
2
3
3
3
4
PSF
71
79
a_
:E:
yj
71
79
64
74
66
77
69
69
0.125
D,E.F.J,
KIL
2
2
2
2
2
2
3
2
2
3
2_
3
3
121_3
1 '3 _I
6
2
3
_3
3
L
1
273
5
7
7
1
1
2
2
2
3
3
—4
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED V41NDOWS BASED ON SASH KT.
TABLES.
SASH
HEIGHT
SUBSTRATE.,
12.776
15.776
18.776
21.776
24.776
27.776
30.776
31.106
ANCHORTYPE:
8
C
C
u
01-11-01
8
N
8
8
N
8
19.125
I
1
1
2
1
2
U22
Z22
2
2
2
2
1 2
1 2
24.000
2
1
1
2
1
2
2
2
2
2
2
1 2
1 2
3
1 2
1 2
2
aF000
2
1
2
2
2
2
3
2
2
3
3
3
2
3
4
1 2
3
4
2
3
79
I
37.000
__F_
2
17-2
—2
__T_
4
3
3
4
1 3
1 4
74
4D.ODD
2
1 2
1 2
2
2
2
3
2
3
3
2 3
1 3 3
3
4
3
3
4
3
4
4
3
4
68
78
44.000
2
2
2
3
2
3
3
3 3
4 3
3
_ii_
721
79
1
48.000
2
2
2
2
1 2
1 3
2
1 3
4
4 1 3
1 4
1 4
3
1 4
1 5
1 3
1 4
5
3
4
73
_.L
so
1 66
72
53.125
2
2
2
2
1 2
3
3
1 3
4
1 3 1 4
4 1 3
1 4
1 5
3
1 4
1 5
1 3
1 5
DRME I I �-
�LOFAUMMM
ANCHORAGE NOTES:
1. ANCHOR TYPES: I - 1/4'ELCO ULTRACONS OR #12
SCREWS INTO METAL
2 - 1/4' ELCO SS4 CRETE-FLIiX
3 - #12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING
DIMENSIONS:
HEAD � IS Ir2' MAX. FROM CORNERS
JAMRS - 171/2"MAX. FROM TOP CORNERS
11 lf2'MAX. ABOVE THE MEETING RAL
6' MAX. BELOW MTG. RAIL
IS- MAX FROM BOTTOM CORNERS
SILL -ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
MEW WINDOWS FROM TABLES 7. AND 8. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM MEW
WINDOWS ARE 12 618* MIN. TO 38'MAX
S. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
I"LESS.
DE-1-1. PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXI MUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE, THE MAKINUM DESIGN
PRESSURE FOR THE RESPECTIVE SIM AND GLASS
TYPE IS AVAILABLE.
7. SEE NOTE 4. SHEET 11 FOR METAL SUBSTRATE REQS.
TABLE 7. KEY:
NMPSF SEETABUE3FOR
112 FULLOP
(DP LMTED) F!�l
HEAD 2
JAVBABO\E�92
rvTrG. RAIL
(FULL DIP)
HEAD 2
4
JAMB ABOME�l
MrG. RAIL I
TABLE 8. KEY.
MAX PSF An,
1?2
(DP UMMEMPTI
E,
I BELOW1 2
1
MTG. RAJL M
(FULL DP)
INIp 1%
" VCEN&e'
JAMNU BELOW
2
MTG. RAdL
N0.58705
SEE TABLE 3 FOR
0� �-''
FULL DIP
� \' \�:� -= - - A LYNN MILMR - E.
1155.04M I - . I I NTSJ�10 - 11 1�%04020 1 G I FL P.Cl 11161P 11
<�:j EXTERIOR INTERIORC:>
NOTES,
1. FOR CONCRETE APPLICATIONS IN MIAMI,DADE COUNTY. USE ONLY MIAMI-DADE COUNTY
1314' MIN. EDGE
WOOD ANCHOR
IULTRtACON ANCHOR)
(ALL HEAD AND SILL DETAILS)
(SEE NOTE 2 & 3)
APPROVED 114'ELCO ULTRACONS OR 1/4�S!54 CRETE-FLEX. MINIMUM DISTANCE FROM
2-1/7 MIN. EDGE
CONCRETE ANCHOR
ANCHOR TO CONCRETE EDGE 15 1 314"FOR ULTRACONS INTO CONIC., 2AW E.D. FOR
(CRETEFLEX ANCHOR)
(SEE NOTE 1 & 3) 2x COD I K
ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTD CONG.
(VS`EE NOT'EC3)
V MIN. EDGE
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (Gs�
3.35 KSI MIN
114"SS4 CRETE-FLIEX FOR DETAILS B & D OR 0.131-0 x 2-la'COMMON NAILS (FI667 NIL CM
CONCRETE
i4
S-07 Z (6d)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE 1. STYLE 10FIN MOUNTED
13/4�MIN.
ONLY (SEE DETAILS E. F AND G THIS SHEET)
3. WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE
OPTIONALlx
13181,
TOTAL THICKNESS IS LESS TRAN 11/2'. lx WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE
WOODBUCK
MIN.
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE
(SEE NOTE 3)
I 1/2'7HICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO BE
114
ENGINEERED BY OTHERS OR AS APPROVED By AUTHORITY HAVING JURISDICTION.
�'.V
MAX.
4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MI NIMUM STRENGTH OF
SHIM
SHIM
IIDO�HT5 AND A MINIMUM OF l/r THICK FOR ATTACHMENT TO STEEL OR STEEL STUDS,
1-114" MIN. EDGE [CMU) -
1-3/4' MIN. EDGE (CONC,)-
114' MAX. SHIM I
DETAIL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045
THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMI� TO THAT SHOWN IN THESE DETAILS FOR 2x
1�314' MIN. EDGE (ULTRACON INTO CONC.) WOODBUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL
2-1&' MIN. EDGE (ULTJCRETEFUEX INTO CMU & CRETEFLEX INTO CONIC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN
PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
1 11.1 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
U-1 ___l MIN. �— 6. FLATHEAD ANCHORS. WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS.
1/4' MAX. SHIM -1
CONCRETE ANC ......
I BELO rE N
L � W M T T' 3
A EE No E 2)
S M , ,
IN C A _RETE
KBI 'IN CMU
IF��NA IT S SOLID Co
3 35 K I
OR I
IR SUCK OPTIC L W H NCRETE OR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
2-1�' EMBEDMEI
.131" DLA. MIN.
x2l/2"NAIL,
AT CORNERS
AND S"O.C.
D==
SHIM
DETAIL F, (HEAD)
7 G
1-171 Sm
FRAME
2.112-
7. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE.
RAIL. (SEE NOTE 2) <�
INTERIOR
(ALL JAMS DETAILS)
EXTERIOR
`ul
MIN. EDGE
WOOD FRAME
131'DIA. MIN.
x 2 112' NAIL
AT CORNERS
m ANDYO.C.
L.131'DIA. MIN.
x 2 1/2" NAIL,
AT CORNERS
AND 5' D.C.
DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
N.VENICE. FL�S
(9411 40-1�
CERT. 01A�H. �6
DETAIL G, (SILL)
S� I NTS 1 11 - 11
1/4"
MAX
SHI�
REVISED
. �ith � ll�.
FRAME
58705
ON
6
IMPACT lotL e�
0
4 P A LINUMILWI,
040-20 G