HomeMy WebLinkAboutNotice of Acceptance (2) REVIEWED FOR
MIA <�ADE x ". CODE C® Cr—LIANC� MIAM1-DADE COUNTY
RODUCT CONTROL SECTION
STRILE Ap E COUNTY 11805 SW 26 Street,Room 208
DEPARTMENT OP REGULATORY AND ECONOMIC RES I C (RER) Miami,Florida 3 3 1 75-2474
BOAAD AND CODE ADMINISTRATION-DMSION 10 C T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (N4A) www.miamidade.gov/economy
r -mii-carl:m ent
PGT Industries,Inc. e Si. Lucie County
1070 Technology Drive
North Venice,FL 34275 .ails Co
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) zeserve the right
to have this product or material tested for quality assurance purposes.If this product or material fails to perform
in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction.' RER reserves the
right to revoke this acceptance if it is determined by Miami—Dade County Product Control Section that this
product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.-
DESCRIPTION: Series "SH7700A"Aluminum Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)",
sheets 1 through 11 of 11, dated 04/01/18, with revision A dated 03/11/20,prepared by manufacturer, signed
and scaled 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.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label-with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA 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#18-0430.06 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4,
as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.20-0401.11
MIAMI•DADE COUNTY Expiration Date: August 23,2023
Approval Date: July 30,2020
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Submitted under NOA# 18-0430.06
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1
through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
B. 'PESTS
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 an aluminum single hung
window,prepared by Fenestration Testing-Laboratory, Inc., Test Report'No.
FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202=94
2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS-202-94
window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 611
Edition (2017), dated 04/23/18.,prepared by manufacturer, signed and'sealed by
Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
Carlos'M.Utrera,P.E.
Product Control Examiner
NOA No.20-0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2020
E-i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNITTTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated.01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No.. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass:Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 6'Edition (2017),dated April 24,2018,issued
by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed
by Manuel Perez,.P.E
G. OTHERS
1. None.
Carlos M.Utrera,P.E. .
Product Control Examiner
- .NOA No.20-0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2020
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. New.Evidence Submitted
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7700NOA-1,titled"Aluminum Single Hung Install (LM)", sheets 1 through 11
of 11, dated 04/01/18, with revision A dated 03/11/20, 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 ASTM F588 and TAS 202-94
along with marked-up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsil 791 and Dowsil 983
silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14
FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)
FTL-20-2107.2,PGT-CA740 Alum. Outswirigg-Casement Window(unit 8 in proposal)
FTL-20-2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and
FTL-20-2107.4,PGT PW7620A Aluminum Fixed Window (unit 10 in proposal)
dated 07/13/20, all signed and sealed by Idalmis Ortega;P.E -
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 6'Edition
(2017) and FBC 7'Edition (2020), dated 03/13/20,prepared by manufacturer, 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: . .
Carlos M.Utrera,P.E.
Product Control Examiner
NOA'No.20-0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2020
E-3
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6'Edition (2017) and FBC 71h
Edition (2020),dated March 10,2020,issued by manufacturer,signed and sealed by Anthony
Lynn Miller,P.E.
-2. Statement letter of no financial interest, dated March 10,2020, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.-
3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10,
2020, signed by Ishaq Chanda,P.E.
G. OTHERS
1. Notice of Acceptance No. 18-0430.06 issued to PGT Industries, Inc. for their"Series
"SH7700A"Aluminum Single Hung Window—L.M.I." approved on 08/23/18 and
expiring on 08/23/23.
Carlos M.Utrera,P.E.
Praduct Control Examiner
NOA No.20-0401.11
Expiration Date: August 23,2023
Approval Date: July 30,2020
E-4
SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 17-Iy1CMAXoc� DESIGNPRESSURERATING IMPACT RATWG -
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLYWIHTHEREQUIREMENMiS�OF '
THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITYHURRICANEZONE VVFm. 1&yB'MAIL VARIEG PER GLASSTYPE, LARGE MISSILE
.SEE SHEETS 2-5 IMPACT RESISTANT
2)UI TIERS ARE NOT REQUIRED WHEN USED IN HE HVHZRNE DEBRIS REGIONS FOR _
MUST B T GLASS INSTALLATIONS ABOVE E W THE HVHZ,THE OUTBOARD LITE(CAP)
MUST BETFMPEREO,USE ONLY GU55 TYPES 3,7,12,73 OR
17-3/4'.MAX. 17�4' 52415-MAIL BUCK WIQRI
3)FORMASONRYAPPUCATIONS IN MIAMI.OADE COUNTY,USE ONLY MWdI-DADE COUNTY (174WSUCK) MAX 9-12'NA%. 4-i1H6-tdIVC PRODUCT REVISED APPROVEDMASONRYANCHORSMATERIALSUSEDMRANCHOREVALVA'nCL WERE (}.--
SOUTHERN PINE ASIM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.K51 B,LEE D.C. (9'MAX BUCK) D SEE�-�-I I-�-S MAX D.C. I as Piyfny wiN Ne Fladda
PERANOHORTYPF "SHEE-TS B&9� .BEET 10 I I Bu0dtn9 Cnda
_ _ _ _ NOA-Na 20.040t.'I'i
4 ALL WOOD BUCKS LESS TRAN I-1/YTHICKARETO BE CONSIDERED IX INSTALLATIONS. S .c,SEE
SHEETS .HEFT taF Ezpiratlnn Qate OBY13/2023
IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRELTLYTO SUBSTRATE WOOD ry-
BUCKS DEPICTEDAS2X ARE 1-12 THICK OR GREATER IXAND 2(BULKS(WHEN USED) EQUALLY B Y=�'
a SHALL-REDESIGNED AND SECURED TO PROPERLYTRANSFER LOADSTOTHE STRUCTURE SPACED i I� MI ml-0adePnduct Canlml
WOODBUCKDESIGN AN0 INSTALLATION IS THE RESPONSIBILTTYOFTHE ENGINEER,(EOR) ANCHOR.PER
ORARCHREGT OF RECORD,AOR TABLES 6.7 A)UPDATED TO FBC
( } 17-y16'MAX O.C. _
O I I ®' E 2020,REVISED ANCHOR
STANCHOR EANCH ANCHORS
BASE MENT LENSHAM BE BEYONDWALLDRESSINGOR , ' -�- MAX ,
STUCCO-TIN ANCHORS S SUFFICIENT BE SEALED,OVERALL
ALL E NJNG&1 FLASHING
STRATEGY
' 'TIP MAX.SUCK
;TYPE TABLE'
INSTALLATION ANCHOR.SHOULD BE SEAIID,OVERALL SEAVNG dFVSHING STRATEGY 12-1116'MAX O.C. BUCK _
FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY-OTHERS AND ISBEYOND x' �IQ � TIP.- X' 4 HEIGHT ,
THE SCOPE OF THESE INSTRUCTIONS - EQUALLY SPACED i / HEIGHT _ - i I JR-03111120
ANCHORS PEA I 135116'MAX O.C. �`'
6)1/4-MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES6&7 ' / + r - Y <
NOT RUSH TD THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. I// —+- 5•TAAX / ; m v)
9-t/r MAX. I T/T - -� D.c I / c o 3 ".,a
7)DESIGN PRESSURES: (9'MAX.BUCIQ�L 1 O o p
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER 1 ,
ASTM E7300. eLM K
e.POStTNE DESIGN LOADS BASED ON WATER TE6TPRESSURE,STRUCTURAL&CYCLE NOANCHORSAT 6ILL . O
_ TESTINGANDGLASSPERASTME13M. IB D— j'T1,� Ex. Z o
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASO. ----{53-1/B'MAX TIPIO TP WIDTH AT EACH NOTCH 4-Itl16'.MAX I�1•WLEEP NOTCH O J o ' O
AT tACN EKD - AT EACH ENO Z LL m -
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGN EDTORESISTTHEWINOLOADS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 2 M%STRESS WCREASE ELEVATION FOR TYP.FLANGE FRAME - "ELEVATION FOR TYP.FIN FRAME SHOWN WITH wpm J "O
_ HAS NOTBEEN USED W THE DESIGN OFTHIS PRODUCE THE ib LOAD DURATION FACTOR SHOWN WITH EQUAL-Lrrr CONFIGURATION EQUAL-LITE CONFIGURATION I-Z
�xD
WAS USED FORTHE EVALUATION OFANCHORS INTO WOOD.ANLHORSTHAT COME INTO j v F¢- Z
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALLMEETTHEREQUIREMFffMOF7HE o N O
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE TAB LE I:ALLOWABLE GLASS TYPES
GI.. DP USER INSTRUCTIONS: < _
D-Hpl-(Us d Gam E.l.i—Ip H,r)
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER Ty Y.
pe 6Ie4 "1)DETERMINE THE SITE SPECIFIC,WNDOW OPENINGS DESIGN - Z
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHEAUTHORTTY RAVING 1 VB'AN,.09X PVB,IIW AN 2 PRESSURE REOUIREMENTFROMA.CE7. = W O
JURISDICDON 2 13116'UQ 118-AN CAP,AIRSPACE,1/S'AN,..09D'PVB,1/B'AN 2
, 2 G ANG I WO
.10)REFERENCS:TI REPORTSFfL1B7B51d1B78SxELCOULTRACONNIA; 3 t&i6•UG:1!8'TP UP,AIRSPACE 1/eAN.09PPVB,1BAN 3 CONFIGUMTIIONAND ¢E,DETERMINE YOUR WNDOWS e n LwJU °V5T DESIGN' o (9 QI
DEWALTELCO CRETEFLEX NOA,DEWALT ULTRACON+NOR;NATIONAL DESIGN 4 1/8-HS,,09D'PVB,119'HS 4 PRESSURE FROMTABLES 2.5.IT MUST EQUAL OR EXCEED THE Z Z ~O
SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NOS&ALUMINUM DESIGN MANUAL 5 WIG'AN,.09P PVB,2116-AN 4 DESIGN PRESSURE REQUIREMENT FOR THEMDOW OPENING Z
OBTAINED IN STEP 1, J
it)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 6 13/16-US:3(16-AN LAP,AIRSPACE,1/B'AN,.090-PUS,lir AN 4 7 Q 0
7 13116'UG:3/16'T'CAP,AIRSPACE,1/8'AN,.09(r PVB,US'AN 4 3)DETERMINE 714E ANCHOR QUANTITY FROM TABLES 6&7. o W r
FIGURER ALLOWABLE SASH CONFIGURATK)NSANO SWIPES 6 3'16'AN,.090'SG,3/16'AN 5 - 4)INSTALL AS PER SHIES T 7 FOR FLANGE WSTALLATON,SHEETS W y''
WIDTH WIDTH WIDTIi 9 3/76'HS,.09P SG,y1fi'F6 5 FOR EQUAL LEG INSTALLATION OR SHEET9 FOR INTEGRAL FIN Q (D
T T _ _ 10 1XIS.UG:1/8'AN CAP,AIRSPACE,1/8-HS,.09P SG,1i8'HS 5 INSTALLATION nNR�saD n_
II �/ Il I /, 1 71 7y16'UG:1/B'AN CJW,ARSPACE,3/76'AN-OW SG,B. AN 5 NOTE:OESIGN PRES.VRE RATING DETERTAWITON 16 THE SMAE
12 13176'UG:1I8'TP CAP,AIRSPACE,.1/8'HS,.09R BG,.7/B'HS 5 .PROCESS FOB FRAME TYPES FLANGE INTEGRAL FIN OR `111 LIY 11 IIr/
13 13/16-LIG 1/8-TP CAP,AIRSPACE,yt6-AN,.09P SG,3116-AN 5 EQUAL LEG,B N LY
w w w 14 13116-UG:WI6'AN CAP,AIRSPACE 1/8-HS,.WTI SG,t/F HS 5 _ GHQ -••' /
LEN
15 73118'UG-Y76'TP CAP,AIRSPACE,1/B'HS,.0.90'SG,1!8'HS 5 - �Q=;•� � SF-••!�(c�%
_. NO 56705
L 1 1 1 �/ CODES/STANDARDS USED: SG-KURARAY SENTRYGLAS®INTERLAYER BY GENERAL NOTES 1 _ •- _
KURARAY AMERICA INC. ELEVATIONS_ //j`
RECTANGULAR RADNS.TOP RECTANGULAR •2020 FLORIDA BUILDING LODE(FBC),7TH EDITION. PVB.p/RARAYTROSIFO0 PVBINTERLAYERBY DESIGN PRESSURES GLAZING DETAIL._-_2-4 -�'+�" a`
WITH EQUAL WITH PROVIEW WITH CUSTOM •2017 FLORIDA BUILDING CODE(FBC),BM EDITION KURARAY AMERICA,INC. ANCHOR QUANTITIES SL �� 3�3
lffE BASH SASH TE OF
SASH •ASTM E730609 AN=ANNEALED INSTAl1ATON;FLANGE..... 7 "n'-.
•ANSVAF&PA N0.5-201B FOR WOOD CONSTRUCTION (C •.;CORIDT;.i_�t�
ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVED.SHAPES HIS HEAT-STRENGTHENED INSTALLATION,EQUALLED
B S+ .....•
_ OBTAINING
•ALUMINUM DESIGN MANUAL,ADM-2075 TP=-TEMPERED INSTALLATION INTEGRAL FIN 9 % C��
OESTGMAY BEN PRED BY INSCRIBING ESSURES AND ANCHORAGE MSGE FOR BLOCKS�fROM'IHE •AISI S100-t6 EXTRUSION PROFILES__-__,__-_10 NAL11�
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5117700A B OF 11 � 7700NOA-1 A
INSTALLATION DETAILS FOR FLANGE FRAMES
.INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
DIRECTLY INTO CONCREMOMU. BUCKSTRIP INTO CONCRET6GMU.
OPTIONI EDGE DISTANCE _ _____ SEE NOTE Z THIS SHEET.
ANCHORED THROUGH T---- T--, EMBEDMENT _ EMBEDMENT
FRAMEINTO2XWOOD �-^1/4-MAX SHIM 7/d•MAX SHIM
FRAME OR BUCKSTRIP. I I
SEENOTE2,THISSHEEr. I mBEO. I -T— q SASH NSISLE�I 17 EDGE PRODUCT REVISED
I EDGE LIGHT WIDTH
_I DISTANCE ae cnmPlyin9 WitA Me Florida
J3_J•_ DISTANCE Building code
1/d'MAX SHIM NOA-lla. 20-0401.11
} 9
P L-- _ L_--_.L--J FD(EO VISIBLE ExplraUen Daee 0812312023
vcxrwlDTH ..JI by
1 SEETABLE r I MiamF-Dade Pnaduct eenwl
NOTE B,FOR
' 3D 18 HF�TrPE A)REVISED ANCHOR
TYP.ANCHORTYPR 44 e TYPE TABLE
FIXED - EMBEDMENTAND -
VISIBLE EDGE DISTANCE PER -
LIGHT suBSTRAT�sEE - - =JR-03/1120
HEIGHT TABLE B. 37 5 OR®
- TIPTOTIPWIOTH TYP.ANCHORTYPE,
32 EMBEDMENTAND m Y <
EXTERIOR EDGEDISTANCEPER LU to
TYP.ANCHOR TrvE, TTIT - HORIZONTAL SECTION A-A SUBSTRATE,SEE - b
45 EMBEDMENT AND EDGE v - 'TABLE B. It❑ o N 8
DISTANCE PER SUESTRHTE, -
t4 SEE TABLE& 114-MAX.SHIM - >N 'IO0 O O
VISIBLE LIGHTFORMULAS: 01 . 0
DADEAPPROVED MULLION.FBC (SHOWN FOR HI-RISE SILL;SEE J J o Z.
46 55 COMPLWfTALLPAINUMfSTEELFRAMING SHEET 9 FOR STANDARD SILL) Z tl -Wi
TIP 43 OR STEEL STUD.MAY BE VERTICAL OR =W !�
TO 13 HORIZONTALSEP SUBSTRATE WIDTH IOy1 U m J a"O 9N
7Lp USE EITHER 1 PROPERTIES,TABLE B. SASH B FIXED LITE TIP TO TIP WIDTH-5.1P
�W p < SKo
HEIGHT SWEEP LATCH @ HEIGHT(EGUAL11TE) ~
MIDSPAN OR 2 - O w
BOTTOM LOCKS TP TO TIP HEIGHT2-3.73' .-Z Z
SASH INSTALLATION HEIGHT(PROVIEW) z D-
VISIBLE OPTION ®FOLEDLRETIPTO TPKBGHTa1178• ❑ O
LIGHT ANCHORED THROUGH @SASH:TIP TO TP HEIGHTn-11.M' 2 Z I'
HEIGHT - FRAME INTO METAL ® ry 'J O
HEIGHT(CUSTOM BASH)
FIXEDL -TIP TO TIP HEIGHT-SASH HEIGHT-355' Z F- 1»VS
TABLE B: ®SASH:SASH HfDGHT-4.6P DU
EXTERIOR Mht Edge Mln. X Q
Anther - Sutsslmte D'w— Embedment m Z W o
33 p.T.Sauthem Pine(SG0.55) 9/16• 13 8- NOTES: t2 Z r
10 .ry2 Sleel, Aluminum,6063-75 min. 3/S' 0.DST Q _
75 7B8 at 410 t)USE ONLY SUB STRATE-APPROPMATEANCHORS LISTED ON J N
OPTONPL HI-RISE SS Strew A36 Strel 3/8' 0.063' TABLE 8.FOLLOW EMBEDMENTANO EDGEDISTANCEUMITS.ANY Q LL
SILL SHOWN.SEE Steel Slud,Dr.33mim wr 0.015-(18 Ga) INSTALLATION OPTION SHOWN MAY BE USED ON MY SIDE OF �n1—
1'WEEP 42 SHEET 1O FOR Concrete(min 3.M keq 1' I-WAI THE WINDOW. _
NOTCH AT STANDARD SILL 1/4.41OS5
EACH END C,te m Ungmuled CMU,(ASTM CA 2-72'D) 1-1/4' 2)MASONRY ANCHORS MAYBE USED INTO WCOD AS PER TABLE NY LYN/y
1/4"M P.T.Swllem PLre(SG0.55) 1' I3B' BALL WO OD BUCKS LESS THAN I-112-THICKARE TO BE �`�,��G.•"EN Yh/����
�SMIM Concrete(mIM1 2B5 ksQ 1' tal8' CONSIDERED IX INSTALLATIONS.15 WOOD BUCKS ARE OPTIONAL Vt" Sf•';�S
1/4'Steel Un meletle(mi( MC G[) 2-1. 7-714' IFUNITISINSTALLED DIRECTLYTO SUBSTRATE WOOD BUCKS _ •.P
UltraTyn 9 ) DEPICTED AS 2X ARE 1-IX THICK ORGREATER-IXAN02X BUCKS _V.. N0.567G5
P.T.S-0—,Pine(SG-0.55) 1' 1�8• (WHEN USED)SHALL BE DESIGNEDTO PROPERLYTRANSFER _
NDANCHORS Cwcrete(min.3.00 ks� 13115 IA/B' LOADS 70 THE STRUCTURE WOOD BUCK DESIGNANDQII_'REQUIRED IN 1/4•Steel Ulgrmded CMU,(AST..) t-12' 1-i/q' INSTALLATION IS THE RESPONSIBB.TTY OFTHE ENGINEEROR Z.7 i3f�
PLAN OR UII.—t ARCH=OF RECORD. %O TE of .
EOUAL-LEG - - P.T.Scuthem Pine(SG=D.55) 1' lale' __ ��` /ORIDP.._'`\
FRAME SILLS A)MIN.OF 3 THREADS BEYOND THE META-SUBSTRATE. 3)VISIBLE DAYLIGHT LIGHT DTHOHEIGHT
MEASURED(ALSO
ROMB REFERRED
BEADING. '',ASS+/�.•..'E\G\
• • • TO AS
B)USE ONLY FLATHEAD ANCHORS IN JAMES.PANMEXIFIAT HEAD TYPE IS /NALLt\I\\``
VERTICAL SECTION B-B ALLOWABLE FOR ANDHDRS IN THE HEAD. 'II
C)'UNGROLTTTD CMU-VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,PF
P.FJ SB705
INSTALLATION DETAILS FOR EQUAL-LEG FRAMES
INSTALLATION OPTION 2 INSTALLATION OPTION 3 -
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH fFMXEANDIX -
DIRECTLY INTO CONCRETEJCMU. BUCKSTRIP INTO CONCRETE/CMU.
OPTION 1 EDGEDWMCE ___ SEENOTE2,THIS SHEEP.
ANCHOREDTHROUGH r _T--- — --T� EMBEDMENT . ' - .
I -EMBEDMENT -�
FRAME INTO 2X WOOD 1M'MAX SHIM 114-MAX.SHIM---�-I'�-^
FRAME OR BUCKSTRIP. I
SEE NOTE 2,THIS SHEET. O EMBED- ) -r - -' SASHVISIBLE�I 17 _�E PRODUCT REVISED
ENT EDGE - UGHTWIDTH I DISTANCE BWI41n Plyi.g wlN ue Florida.
�. Dd.
LSTANCE NOA-Na 20-0401.ii
i/{'MAJI SHIM 'J' 19
D
FIXED VISIBLE EV imtian ata 0812312023
27 L__ _ �____1__J } LIGHTWIDTH - By
SEE TABLE r I 9 .Miaml-0.d,PMd—C<e,wl
3 NOTES,FOR
i�3 1B H�'DE A)REVISED ANCHOR
' D a4 B TYPE TABLE.
7YP.AN
_ _ -
FIXEDEMSEDMENTAND
VISIBLE EDGE DISTANCE PER
LIGHT SUBSTRATE,SEE - e JR-03111120 -
HEIGHT TABLES. 31 OR® 6
r BUCK WIDTH TYR ANCHORTYPE,
L EMBEDMEMM9J m y Q
EXTbTIOR _ _ EDGEDISTANCEPER W LD
TYP.ANCHORTYPE �I HORIZONTAL SECTION A-A SUBSTRATE SEE o o N *�a
45 EMBEOMENTANDEDGE �J-
DISTANCE PER SUBSTRATE, TABLES.
SEE TABLES. - >N °1W K.. G
to ` va•Mnx.snlM V(SO LIGHT FORMULAS: - p„�, ID ,Z
\ (SHOWNWN I'll-RISE-RISE SRL;SEE J J o Z o0
46 55
43 LUO .SHEETS FOR STANDARD SILL) � zLLm � I
DADE APPROVED MUK FBC WIDTH
BUCK 13 OMPLIANT ALUMINUMISTEEL FRAMING
HE]GHT USE EITHER 1 OR STEEL STU4 MAY BEVERTCAL OR SASH A FIXED LITE BUCK WIDTH-4.12 F W
D«I
_ SWEEP LATCH® HORIZONTAL SEE SUBSTRATE
MIDSPIW OR 2 PROPERTIES,TABLE S. HEIGHT IEOUAL-LREI - y
BOTTOM LOCKS SUCKHEIGHT2-313' z a e'
snsH INSTALLATION 'HEIGHT(PROVIEVA z LL .
VISIBLE EQUAL OPTION ®FIXED LITE:BUCK HEIGHT2�418 O
LIGHT LEGIBOX ANCHOREDTHROUGH - _ ®SASH:BUCK HE]GHT2-11.43 S F
HEIGHT .. FRAME FRAMEDROMETAL ®n J 'U
SHOWN HEIGHT(CUSTOM SASHI ,m,° (7. W
®FIXED LITE BUCK HEIGHT-SASH HEIGHT-255' - Z � w
®SASH:SASH HEIGHT-L60' p N K
TAB B
EXTERIOR Min,Edge Mtn s J Q
A cIw Sulntmte Di.t— Embedment m Z o
331. P-T.Sauticm Pm(SG=0.55) WT 13I8•
12 .12 Steel, Al—inum,6063-75 mm. 3'8' 0.063' 7 S
.15 1"$ 410 1)USE ONLY SUSSRUTTE-APPROPRIATE ANCHORS LISTED ON J O h
OPTIONAL HFRISE SSG— A36 SbxJ 318' 0.D63' TABLEB,FOLLOWEMBEOMENTANO EDGE DISTANCE LIMITS.ANY Q W
SILLSHOWN.SEE' Steel SwcLR.33 min 318' 0-( (18 GS) INSTALLATION OPTION SHOWN MY BE USED ON ANY SIDE OF
°Pl seD"P°
1'WEEP 42 SHEET ID FOR .THEWINDOW. - 1
NOTCH AT STANDARD SILL 114'410 SS "agile(min 3.39 KaR 1' 1.Y1'
EACH END C1eteFlat Ungmuted CMU, M O WO,(AST90)-2-V7 - 1-1w 2)MASONRY ANCHORS MAY BE USED INTO OD AS PER TABLE . oNY LYNN
114-MAX P.T.S.ulhem Pine(SG=0.55) 1' 1318' S.ALL WOOD BUCKS LESS THAN 1-1/J'THICK ARE 70 BE
SHIM CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL
C0r¢rete(mIm Z85 Mo �1' 1-w IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS �'• ••.�
114'Steel U ut d CMU,(ASTM O90) 2-1(P 1-114' _ N0.58705
NInmA "gm DEPICTED AS 21(ARE 1-1?TIi1CX OR GREA78L 1X AND 2X BUCKS
' - P.T.S0u1Nem Pi.(SGb,55) i' 1318' - OWIENUSEO
NOANCHORS )SHALLBEOESIGNEDTOPROPERLYTRANSFER
REQUIRED IN COnaele(min 3.00k 13Hfi• 13le' LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND �=
'S�el 7M G90 1-1? i-1N' OVSTALLATION IS THE RESPONSIBILITY OF7HE ENGINEER OR ��1'.- C]
FLANGE OREOUALIEG U-1 Ungmuled CMU,(AS ) ARCHITECTOFRECORD. %O -
FRAME SILLS P.T.Swihem Pilm(BG=0.55) 1' 1315' i�•+.;XORIDf;,••'-\`��
A)MIN.OF]THREADS BEYOND THE METAL SUBSTRATE 3)VISIBLE UGHTWIDTH OR HEIGHT(ALSO REFERRED TO PS ' rU'
B)USE ONLY FLATHEAD ANCHORS IN JAMBS PANMEXIFLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. rirT ONAL EII�`�
VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. rl111111"1_
C)-UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,PA
P Eel D
INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES
EDGE EDGE
_ 015'DWCE DISTANCE
EMBEDMENT 111
O
EDGE
DISTANCE 1/4'MAKSHIM - 1/4'MAI(SHIM
_ SASH vls��r PRODUCT wits ISEO
17 I pTYins vdm u,a Flonea
' I LIGHT W DTH Bu Otling Cod,
EMBEDMENT NOA-No. 20-040.1.11
27 1g Eaplrauon Bale 08/23/2023
EMBEDMENT LLL���FD(ED VISIBLE _ L-
2 SHIM I I LIGHT WIDTH �1111I
L I I Mlam�a dui Gantro
1 30 18 By
TYP.ANCHOR TYPE A)NO CHANGES THIS
FIXED EMBEDMENTAND EDGE d SHEET. -
DISTANCE PER SUBSTRATEVISIBLE
LIGHT SEE TABLE A 44
HEIGHT r°JR-03/1120
31 OR® S
32 (- BUCK WIDTH
HORIZONTAL SECTION C-C TYP-ANcnORTYPE > m m ¢
EMBEDMENTAND EDGE
DISTANCE PER SUBSTRATE.SEE : 00 "
DADE APPROVED MUWON,FBC TABLE a.OWL SHOWN) C) o m
14 COMPLIANTALUMINUM/STEEL FRAMING }n woo O
1/4'MAX.SHIM-+-I LAN �
00.STEEL STUD.MAY BE VERTICPL OR O
\ HORRONTAL TSEEAB SUBSTRATE OJ N LU Zo
PROPERTIES,TABLE 9. OJo
q3 VISIBLE LIGHT FORMULAS: Z u_� � � �
BUCK 13 (SHOWN F OR 8 FOR
i4tISS LL
SHEETS 7 OR B FOR HFRISE SILL) W U m
HEIGHT p USE EITHERLArC 1 Z v J
SWEEP N0 2 t100Rt12 ILLINGT1. WIDTH f'W Q D�10
MIOSPAN OR2 q6 55 SMS(GSIWNG {-
BOTTOM LOCKS SMS(GS),SEETABIE 9. SASH d FIXED LTTE SUCK WIOTN-4.12' Z Ia Z
SASH HEIGHT(EOUAL1TTE) C7 Z
VISIBLE BUCKHJGHTR-323' Z O LLO
UGHT INSTALLATION P:
HEIGHT OPTIONT HMGW(PROVIEVn 2 O m
W @FIXED LRE:BUCK HEIGHTR•428' ®N
ANCHORED THROUGH
@SASit SUCK HEIGHIM-I I.43' to
INTEGRAL FIN INTO METAL C7 x laaz
HEIGHT(CUSTOM SASH) Z
STAR SILL @FIXEDLRE:BUCKHEIGHT-SASHHEIGHT-2.S F ILL
IOTTERIOR 16 SHOWN.SEE @SASH:SASH HEIGHT-4.60'
('7 B 33 PREVIOUSSHEET Z om
1-WEEP
42 FOR OPTIONAL O
NOTCH AT HHOSE SILL.
¢EACH END TABLE? rlu +O.w.S
SHIMMAX Min.Edge Min. NOTES:
SHIM Anchor $uhslrate I11111
Distance Emhetlment `11I1I
1)USE ONLY SUSSTRITABLE 9.OPRIATE
FOLLOW
2-1T2"K.113"B.Nall P.T.SOuttlem Pine(SG=0.55) 5/16' 2438 ANCHORS LLSTID ON TABLE s.FOLLOW �`. N
T 2-7?Y.131'Can..N 7 P.T.Southern P ne(SL 0.55) 318" 2436 EMBEDMEN AND EDGE DISTANCE LIMITS.ANY
INS TAILLATION OPTION SHOWN MAYBE USED
241P K.145"Rmfing Nail P.T.S.W—Pin.(SG=0.55) 318" 2438 ON ANY SIDE OFTHEMN00W. No. 'p
TYP.ANCHORTYPE, *: 58705
EMBEDMENTAND EDGE EDGE DISTANCE 2-12'K.145"Roofing Nail P.T.Smttcm Phe(SG=0.55) 31W 2438 -`- _
DISTANCE PER SUBSTRATE, 2)VISIBLE UGHTWIDTH OR HEIGHT(AL50 '
P.T.Saullem Pine(SG=0.55) 1T2" 1.375
SEE TABLES OSIeeIT ahead ScRw REFERRED TORS OAYUGHTOPENING)IB pp
EMBEDMENT �7I2�
(SCREW SHOWN 'i R725tee1,18$or 410 S8 0.72S Aluminum,6063.75 mirt Sri6' 0.725 ME45URf3R FROM BEADING TO BEADING. �C�- TEIOF (V��
0.050'Aeel 5176 0.05
VERTICAL SECTION D-D Senor D.a4s(is Ga)steel36 St
smd,GI.33 mn 516- 0.045 SSA
NAL
A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE "I
A LYNN MILLER PE
P .
59
25W' _ 3.185 206P—�-I
LBdB
2B4B'
�-.06Y 1.1�
2848' L052 I .O6Y
2772' T L72<' 124• I1721 RRUDUCT REVISED
7 489' u plying with the Florida
II II B� 7.125 Bulltlin90ede
.062• .062 A62' JlIJI� NOA-Nw 20-0401.11
Eryirat:en D—OSI2312023
INTEGRAL RN FRAME ham
By
INTEGRAL FIN FRAME '
O FLANGE FRAME HEAD OO HEAD O EQUAL LEG FRAME HEAD OFLANGEFRAMEJAMB OJAA7B O EQUAL LEG FRAME JAMB MIamF-Dade Produce Canwl
A)NO CHANGES THIS
L798•------ 2798'—+I 2798` _ c SHEET.
-2.795 2798'--�-� 2.798'�i I 1 JR-03/11120 � YQ
In w
2841' 3.465 L341' 3508' O 3 .aB
d.133' O C N
17
.062' .06Z' ,062' .062' .O6S .O6Y N TW O
O m Z Z
J O
Z LL m 2
2u a
1.725'
O FLANGE FRAME SILL L O EQUAL LEG FRAME SILL O H4R1 EE FRAME SILL EQUAL LEG FRAME FW-W C 4
o 2. N
Oe INTEGRAL FIN FRAME SILL INTEGRAL FINFRAME Z`. Z
�;•—..� - OSILL-HLRISE .-
I
.f7P SILICONE O O
HOT-MELT BUfY'L =
STRUCTURAL ®^m+ W
POLYISOBUTYLENE 114'NOM. STRUCTURAL- 311 V NOAL
2TlY yy1TT{ SIUCONE a Z
2211' 2.104 .062' OESICCAM FOAM VM O 'N Z
IIIIIIr,-_lt-JIr��IL DESICCANT �, p Oo
278P �-dU LF
1335' 7
062` EXT.GVS6 Z N
1 IXT.G1A55 t9 � � I�
1200' I-•— I NT.GLASS TNT.GLASS ¢ Q X (q
IU
70 NOOISPACE 45G TPS -SSUPER SPACER'NMn
O SASH TOP RAIL OFDaw MEETING RAIL SASH BOTTOM RAIL-O SASH O SASH BOTTOM RAIL P SASH SIDE RAIL
HI-RIS11\11111111111///,
ALUMINUM POLYISOBUTYLENE DESICCANTFlLL LY(111y�i.,
REINFORCEMENT SEAL 511E NOM �,.• lICE11SE'.�
�.J. ...J �--I biz• I9S 1 SILICONE SEAL `r:
I—t.52Y I .�0' I I H �' I_1 ROLL-FORMED N0.5B705 :P^�
I 1 u./. I�I�IILLL���,,,-yl— ��IF��I�����I�111ggg BIlTYLB STAINLESS B_
D40` BOY � .802' � DESICCANT
—j �' 3I
.813' GU55
--T .O7P .045 .060' NT.GLASS INT.GLASS i CS �ORIDP,.
O CEAD OVER
ANCHOR tOa SASH STOP COV ®IG BEAD &G SNAP BEAD 0 5116'LAMI BEAD O 711 W LAMI BEAD A.Lyw
OOURASEAIo SPACER OXL EDGETM SPACER LT 11111
- A.LYNN MILLER,PE
' P.EII SB765
I
TABLE 11:
PGT P-01 Description Material 57 ASSEMBLY DETAILS FOR - I
1 642001 Head,Flange At—.606-115 FLANGE FRAMES -
2 624017 Head,Integral I m Alum.6063-TB (OTHER FRAME TYPES SIMu.AR).
3 624028 Head,EquaHeg Al...6061T6 a
4 624004 Jamb,Flange. Alum.6063-T6
4A Jamb,Flange(Used ForAllemat¢Radius Top Head) Alum.60RT52 1 4 PRODUCT REVISED
5 624020 Jamb,integral Fin Alum.606}T6 51 - plyl.g wIM 1h.Fl.rid.
L5 9u .,.ndin9 C.d.
SA Jamb,Wegral Fin(Used For Alternate Radius Top Head) Alum.6063-TS2 NO-Na 20-0401.11
6 624031 Jamb,Equal-log Alum.6053-T6
EipiraN.n 13ae.0812312023
6A Jamb,EquaFleg(Used For Alternate Radius Tap Head) Alum.6063-TS2 40
7 624002 SM.Flange Alum.W6.LT5 HEAD ey
INTERIOR Miami-Dad.Product-.1-1
8 624018 SIR,Integral Fin Alum.6263-T6 L1 41
9 624029 SIR,Equal-leg Alum.6053-TB
10 624003 Sig,Fi-Rise,Flange Allan.W M
fi3-TB JAMB A}ADDED A
11 624019 Sin,Hi-Rise,Integral Fin Alum.6063-TB UPDATED AERIAL LNG,
MATERIAL
PROP.TABLE.
12 624030 Sla,16-Rise,Equzl4eg Alum.606LT5 4 14 '
13 624006 Sash Top Rail Alum.60DSA-T61 _
INTERIOR JR-03/1120
14 624005 Foxed MeeOng Rail Allan.60D5A-TB7
15 624012 Sash Bottom Rail-HFRise A11mn.6063-TB
16 624068 Sash Belton R l Allan.606-116 JAMB W
17 624007 Sash Bid.Fall AJ—.6063-TB FIXED MEETING RAIL > o "
18 624051 Head AnCo—chor Cor Alum.6053-76 ❑ o W as
19 624015 Sash Stop Alum.60&1T5 n alaD K Q'
O
25A 624009 IS Bead Alum.606&75 O< rn Z
75B 624011 IG Snap Bead Alum.6063-75 o w Z
25 624010 5116"land Beading Alum.6063-T6 SASH BOTTOM RAIL
27 624026 7/16"Laml Beading Alum.6063-TB U O d ..o .
3D 67247 Glazing Bead,Bulb Vinyl Mr#624023 wnyl - SASH F Z m Dx"o
31 BTP248 Glazing Bead,Both Vinyl for#624009 6#624011 VI4 SIDE W o>p F
32 724046 Sweep Latch(@ Tap Rai) Cast Tin. 0
RAIL z m z
33 624049 Bell=Latch(@ Sill) Alum.6063-T6 JAMB LL
34 Salting Block(1/8'X 11Z X4) Neoprene Z ,mi O
35A IG Setting Black(1/6'X314'X4) Neoprene = F
35B 724014 IG Snap Setting Bieck Vinyl 17 ® n W 1❑U
36 724D44 Bell—Rl Weathastdp Edensnm
37 724053 BM Gasket Polyethylene ` Z W Tr—
38 724054 Sash Top Rail Gasket Polyethylene 37 o rn
39 72. Sesh Bottom Rag Gasket Polyethylene
Z_ O
40 724057 Heed Gasket � Polyethylene
41 724063 Meeting Rail Gasket Polyethylene
42 612260 Sash Bottom Rae Bers INTERIOR O rn
43 Wealhldp,.270'z.187",Fen Seel(@ MR) ¢
ulb Vulyl Polyethylene
44 67SIBG Weatherstrip,.170'X.270',Fin.Seal(@ Sash Side Rasp
45 Wealherstdp,.170'X.107-,Fin Seal(@ Top Sash Rail) 1�t11n ///b0
TABLE 10:MATERIAL PROPERTIES USED NY LYN,
46 lades Balance with Cater d Trim Rigid Vinyl - 0...........
51 781PSOX #BX1"PH SMS(Assembly) Stainless Steel SILL FOR ANCHORAGE CALCULITONS: ��
Mot.n.] Mee F� Min.F„
55 7834AA Al X.S Ph.PN SMS(Balance) Stainless Steel' 7 steel S—w W ksi 120 W _1: No.58705
63 - Alum.S ing with Fiberglass Mesh Vanes
70 - Kammedin Ko&s ce 4SG TPS INTERIOR 410 Screw 60"1 1 W.
_
9 Da co Ult.o 90 ksi 110 ksi --O
71 - Cuanex Super Spar N(T See Sheet �TTTAAA/'J
�m UInC.rO 155 ksi 177 ksi 7]
72 - Ouarns Dlu-dseal Spacer low 57 1/4'CeWa9 U Co..0 148 ksl 164 tri O^ TE OF LL7`
Ma(edak NOTES: 'LORIDP \�`
TJ Cardinal XL Edge Spse( 41055 EkdDewatt GeteFle,0 127.4 ksi 10.7 ks1 ids '• .....•"•G
74 Dow 791.B99,9B3 or GE 7700 Ba¢kbedding Sir— 1)ALL CORNERS TO USE GASIxETAND/OR SEALANT. 6 75 9-- 16 Just 22 ksi
A36 Steel 36 ksi se lal 111l I 111111
2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. Gr.33 Sled Stud 33 ksi d5 ksl ALYNN An LUER.PE
P.E.56m5