HomeMy WebLinkAboutNOAMIAMI•[
SCANNED
BY
St. Luce County
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
IIOARD AND CODE' ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
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
Ha Turisdiction (AHJ)
ii7-A=shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
S,ectiott On Miami -Dade County and/or the AHJ (in areas other than Miami -Dade County) reserve the right
#p,Elavg;:xkis product or material tested for quality assurance purposes. If this product or material fails to
pgrfoturtin the accepted manneri the manufacturer will incur the expense of such testing and the AHJ may
titimediately revoke, modify, or suspend the use of such product or material within their jurisdiction. UR
" 'h Miami —Dade Conn Product Control
reservesthe right to revoke this. , t r is e:
SV!t(`"z g4. �.
ectioarlat this produc atcrial fails to meet the requirements of the a e building c e.
Tlirs'pro uct is a oved as described herein, and has been design o comply wt t the Flori Building
GodB; iricludin he High Velocity Hurricane Zone.
DESC>2fP ON: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I.
us .
AP ,ROV;. DOCUMENT: llrawing No. 6300JR, titled "Impact —Resistant Aluminum Tub ullions
._,_
th ugh 25 of 25, prepared by manufacturer, dated 08/29/11, wi revision C
uat6d 66119/17, s1 and sea'7d by Anthony Lynn Miller, P-E., bearing the Mia e County Product
Cat;t{oltevision stamp wt fire �f Ar ent ton date by the Miami -Dade
County Vchict Control Sectiod ,
LABELING: Each unit shall',bear a permanent label with the manufacturer's name or logo, city, state,
ciiod l(smes, and following statement: "Miami -Dade County Product Control Approved", unless othery4se
RENEWAL of this NOA shall be considered after a renewal "application has been filed and there has been
nv i in the applicable building code negatively affecting the perforfnance of this product.
fi1Vff1�ATION of this NOA will'occur after the expiration date or if there has been a revision or change
idthe.;tpaterials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
o€,any ptOuct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comtly:with any section of thiiNOA shall be cause for termination and removal of NOA.
ADSTERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
a, F r
followed; fiy the expiration date;'may be displayed in advertising literature. If any portion of the NOA is
$ispl yei ;Aen it shall be done id its entirety.
WkVUON.- A copy of this entire NOA shall be provided to$lie user by the manufacturer or its
d sf ibuf&s and shall be availablzl'or inspection at the job site at the request of the Building Official. t
Tli s'=rlbk revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as
a prioy ivdocument mentioned above. i
Elie subpitted documentation was reviewed by Jorge M Plasencia, P.E:`
NOA No. 17-0630401
Expiration Date: May 26, 2021
'�'t7 Approval Date: November 09, 2017
:- Paged
s, r.
- I? ,
4 :1
pb.l� i ilustries. Inc.
ar...Yihf.n":[ :..
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A.-"',: `DRAWINGS
I.' Manufacturer's* die drawings and sections.
(Submitted under NOA No.10-0819.05)
Z . Drawing No. 000JR, titled "Impact -Resistant Altuninum 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.
s,,r.
B' � �,TTS ,
Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test,' Loadingper FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
4 1' 5) Cyclic Wind Pressure Loading per,.. FBC, TAS 203-94
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, prep<red by Fenestration Testing Lab, 'Ike., Test Report No. FTL-6443
;•-;.;,•. (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 10-0819.05)
T.
C Y',, -'te CULATIONS
1 . Anchor verification calculations and structural analysis, complying with FBC 501
Edition (2014)•and with FBC 6th Edition (2017) 'prepared by manufacturer. dated
1
E:
08/29/17, signed'and sealed by Anthony Lynn Millet!; P.E. -
QUALITY ASSURANCE
Le Miami -Dade Department of Regulatory and Economic Resources (RER).
MATERIAL CERTIFICATIONS
1.`, None.
174
u
- 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
PGTTridustries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
L. Statement letter, of conformance to FBC-5t' Edition (2014) and FBC-6" Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
��'•� = °bTIiER5
1. Notice of Acceptance No. 16-0218.03, issued to POT 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.
ice
.
rL
pi
a'1
r
E-2
I
i
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
t
SFPDEfMS
MAH
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MAIL
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LFNGTx
—Ilaaix l— j—OVEwxOwmx--I
HE `
L
I SINGLEMUILION SINGLE MULLON
SEEM FJGUR PoNDING pLTAM3
FROMFIOUREI MDVE
CODESISTANDAROSLISED;
.201T FLOMUA SUILDNG CODE (FBCI, 6TH EDITION
.2014 FLORIDA BUILDING CODE(FRI STH EDIRON
.ANSVAFBPA NDS201S FOR WOOD CCNSTRUCFION
.ALUMINUM DESIGN MANUAI-ADM-Y015
.AI91 SJ00.12
.AISC0 10
,GENERAL
eMGuekASHbW lAREINADDMONTOA ANCHORSREOUIREOFORTHE
^TI ";'`MbST BEANCHOREDPROPERLYTO TRANSFER LOA03 AND ARETO REDESIGNED BYOTHER$
RsttANsuAR
ME
NOT HAVE A GAP OF MORE THAN 114"FROM THE CLIP.
RESSURE METHODS SHOWN CULATBUN TODEFLED TO MISTTHEWIJW. ME BCORREIM SPONDING TO THE NOTREQUIRED %
USED s
DESII PRESSUREARE CALCULATEDTOFACCT NO TOR WAS RE USED MR THE ME NCREASE SCREWS.
IN THIS ANCHOR EVALUANCN:THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF W000 SGfiEWS. 1
IN THIS PRESSU VALUATION,
Q PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND ME SCOPE OF THESE ;
INSTRUCTIONS 1
IEFEDEASS
5) WE THE COMBINED WIDTH OR HEIGHT OF ONLYTWO ADJACENT FENESTRATION pR000CT5 TO DETERMINE PRESSURES AND 1
ANCHORAGE FOR TNECOMMON ATIMEWENMIGTHE00NTHSSSSU� DSHUT 24, MR CONSIDER
TDMI
LOWEST DESIGN
G
DMCHOMOEUTIPLEUNR3,
ANCHOItAGETABfE$. THE
O
/ sHEElSN
SH
SHAUUAEPND
PRODUCTSSIGN
pRE$SURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. t
PRESSURE OF UULLONS ORW FENESTRATION
f
0F£Nm'q,
".''-I, LNOGxF-'}+•g){VryEN
Tryt ^LEES)
FlNOINOYOUNSI2ElNTHE'MUWON TABLE3, ALWAYS ROUNOWTOTHE NEX7S`ZESHOW100N ETRB B, f
a.
RTDMFNT TO BA9E MATERIAL SHALL BE BEYOND WPLL DRESSMG OR STUCCO WOODBU--BY OTHERS, MUST f
sxE<Fs �ApppppRIATE FOR SUBSTRATEMATERWL.DISSIMIIARMATERIALSSHALLBEPROTECTEDASREQUIREO IDHI¢very
'4)F D";THp CHOSENMUWOMSMULLIONCAPACRYILB$lFii FROM TABIE$tA7JHRGUGH �6A ON SHEETS
THE UWONTYPE,YAGTHANDOPENINGWIDTHORH..... DEPENDING B'THcI`MULLICNIBSPANNNG VERTIC
vERT Mau NCAPACITY OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENTpESIGN PRESSURE r f' �' MDm $TEP1
REACTIONS.
8)REFERENCE: TEST REPORTS'FREb3; ELCO ULTRACONlAGGRE-OATOR NOA'S
��R4Tpy
FnowttsuAr
�-EE OFaxf TYPE.
9) MULLIONS AND QIP$ HAVE BEEN DESIGNED BIESTm TO LONPLV WITH ME REQUIREMENTS OF THE FLORNABUILOMG
FOft IMPAGTAND NO!!_IMPACTAPPLJCATION$. AIULLIONSAREONLY TO BEUSED WRH
YUSTSE
stv�L6KMm
CppE, AND PAEAPPROVED
PGTPPPROVED FENESTRATION PiiOWCTS HAVING CURRENT APPROVALS.
ervar.
'
10)MUWONS ARE IN COMPLIANCE FOR ME IN THE HVIlZ
11) QUANTITY OF UNITS WITHIN AMULTIPLE MULLED ASSEMBLY IS UNUMRED PROVB)EDTHAT ME SPAN AND OPENING
WIOTWHEIGHi OF EACH INDIVIOUALML'LLION CDMPLIES WITH THE REQUIREMENTS OF TXIS N0A
INSTRUCTIONS:
I) DETERMINE THE DESIGN PRESSURE REOUIREMENT(LBSI�'1 FOR THE OPENING USING THE A$GE4 eTANDARD.
2)CHOOSE A MUWON TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
-HOR2 YULLLEN3TH—i
-
REFERTO GREET 2S TO OEIERMINE IFTHE MMID LOADING IS"RECTANGULAR'ORTWANGUTARRRAPEIAIOPI".
C
S HROU
THIS VALUE
ON THE SAME SHEETAND USING YOURACTWL SUBGTRATECONDITION (NULTB'LE
MAYAPPLY) SELECTMIANCHORWPPATTERNANOVERIFYTHATTHEREOUIR ANCHOR
MULLIONS 7) IF441 MULLION MULLION CAPACITY(LB `` OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT/LB$III FOR ME
OPENING. YOU MAY ME ME -ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LB$IFP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY ILBGIFT•1 OBTAINED FOR THE MUWON SYSTEM. THE LOWER OF THE TWO SWILL APPLY FOR THE ENTIRE MULLED FENESTRATION
PRODUCTASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORAPERMIT.
�o W
O Z YD y
u Q C a 0 0
0 gs Z'O 0
QU E
PRODUCT REVISED
s Ppmpl in iN N. Flpritla
9YiMInB XpP
NOA-Nn. 17.0630.01
F plmOon Dom 05/26/2021
MULLION:TO??)C,WOOD BUCK .
ORWIJOOFRAMING
(OFFSET CLIP SI IOWN)
DETAIL B:
MILLION SUTT- ACH
B.'.....r. 1 .. - --;WOODBUCKAN
-- - (STANDARD C SI
MULL.
9E£SNET6 /j'
$1-T1F0.GM6E / G
�
IOGTIp:S
IFjMptll�
STANDGRUpyI
GFfSiTYULL
fPBE
-
a
EWE+
I 16TM'CE
II DFCRW
1 INSTlA11EL EY
TXIS6ElHG0.
° a
a \
SCACNS
�uY mA%FCR
°
kD�
EXTERIOR
W.RY
•M1iHOPS
/1
EXTERIOR �d
OYDMER6
SEENCIEI "' ..
511ER1 '
ID 116.
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE WWRIAL SHALL BE BEYOND WALL CRESSING OR STUCCO.
2) QUANTITY OFANCHORS AND MULLION SIZE SHOWN ABOVEARE FORPICtORIAL REPRESENTATION
ONLY. BECAUSETHE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE, THE
ORRECTOIJANTITY AND LOCATION OF LLOWINOS SHEETS. FOR DETAILS A-D. EUHERTHE STANDARD OROFFSETWP MAY BE MUST BE FOLLOWED. � TO USONTHE
ES.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FIATHEAD.
d, WOOD BUCKS ARE OPTIONAL, SEE OE M-C, SHEET 3.
B) FOR MASONRY PPPOCAPONS IN MIAMIDADE COUNTY, USE ONLY MWAI-DADE COUNTY APPROVED
E.CO ULTRACON OR MOO $/P S.S. AGGREGATOR MASONRY ANCHORS
_ suJX
mpfiu0..s5,wE11<Bc5TtlTaMa
TE
Ic61si
.:
e iA:tie
NDipt
t
I
I
E
CONOIEFEgi CMU''I
aISTMCE,
\NN2T A31 OJKPETEORCL91 ,•
V FROWMEW
SIDE VIEW
BE
,
r
Y
Y
Z
u
O
a 0
0
PRODUCT REVISED
2s
lldinB COOEE
mptl WIM M. F$CHEx
NOA-No. 17-0670.01
explrn0on Daa 052612021
A. LY!
FL
DETAIL"l
,l MULLION DIRECTLY ATTACHE
i r MASONRY STRUCTURE
(STANDARD CLIP SHOWN
' I
DV
w
EXTERIOR
MW 2i MCOhDRSRECRCMV
FRONT VIEW
.. T
11
' � 1
) 1F
TOP VIEW f
�II j I a. KX yASDNlY
1 I I ° MVLXORS
MAN ].i N51 LDNCPEfE C!L CMII
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAL. DRESSING OR STUCCO.
QUANTITY OF ANCHORS AND MULLION 51,E St TOWN ABOVE ARE FOR PICTORIAL REPRESENTAP01!
"' ONLY.EECAUSE fHEANCHOikCAPAORYIS BASED PFkTL.Y ONTH[ANCHORTO ANCHOR DIIN/ 'CE. THE
CORRECT ODANTITYAND LOCATION OFANCHORS MUST BE FOLLOWED, REFEATOIHETABLE50N THE
FOLLOWING SHEETS. FOR DETAILS A-D. EITHER THE STANDARD OROFFSETCUP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAO, HEXHEAD OR FLATHEAD.
<) WOOD BUCKS ARE OPGONAL, SEE DETAIL C, THIS SHEET.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAW-DARE COUNTY APPROVED
ELCO ULTRACON OR ELCO V<' SS. AGGREGATOR MASONRY ANCHORS,
THEOT TLLV IS
y F 4'j
I _ FUFSPAMEo
'Y1Noo sur MAY
Fe
DIXEi1`P EWPEI
FRONT VIEW
MULLION
+ I
:TION
NOTES
P)
1) MAY BE INSTALLED IN 7EF OR CROSS"
FINTERSECTIONS.
;'2)MAYBE MA.IY'
RVERLEA-Ly.
(SHOWN)OR VERTICALLY.
3)SEE U-CLIP DRAWINGS, SHEETS 21-23 c
FOR CORRESPONDING MULLION.
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHI
KTERIOR
ISO VEEIB tM)FOR
MOLE LOGMN6
EDT£
DIsTANCE
SEE TASTES
&1]B
SIDE VIEW
T P. ANCHOR
PERs0smTE,
�SESWIX.1B-19D
SF'SHFETS
21-M FORH0,E
LOGARM
e�STEFLSTUOO
T.H;MSRTXONFRONTVIEW......
rwImTNEPLBUILoraG
115w.
E,A3XWWDBAIXkANN5T
ATTncHMmO EraTNBPs.
EXTERIOR
use waw ANCHwsPBcs SIDE VIEW
NOTES:
1) FOR 2X WOOD.BACKFD STEEL STUDS, WOOD
.MCHOR VALUES MAYBE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETS 530, FOR QUANTITY OF SCREWS.
i N aPU��o�o
O W
J
F U!
4
g' g
V g
PRODUCT REVISED
.u...PPll& wlu the Fmdaa
13114N,NOA-Na 17-0630.01
*.:: NO.SB)05
1- .� _
' 3
OETAILF ` -. -
c -MODIFIED MULLION CLIP =
DETAILG
)NGLE MULLION CLIP ` BAY
•DETAILH s
MULLION,INSTALLATIONr
d
f -
FIELD
6
(ANGLE CLIP}
�SMFFS2AHJBFOM WSTILAT61 �. '"..
� "I ,�-�- .•
���9AY
6NLC �
_.
I T•..
IMO WOW.STEE4 STANDMDCLWTOBE
DLU M.LMI MI M/aDNM MCOIREOINFn1A
NOTES FOR INSTALLATION OPTIONB R
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2T X 2.11' X.12SMULLION.
2) SEE TABLES 1B-139 FOR ANCHOR QUANTITIES ANU SHEETS 21-23 FOR HOLE LOCATIONS,
3) THEW CLIP IS NOT SUITABLE FOR THIS APPLICATION.
! EI
EX EROR
rl-
lorl
TOP VIEW
INSmE W ML
n
W
PRODUCTREVISED
...B I=. lh uo Florida
NOA-No. 17-OWO.01
sTeq A�iuu
OPMKON0.Y ESTFNOR
B.plmllan Dale Y@W3031
upi
Mlom-0/ pro et contm
O
�
NOTES FOR INSTALLATION OPTION G B R
INSIDE OF MU WON.
S.{U...:=/.!.Y�. _
1)USE 2ANGLE LLIPS PER MUWON ENC. CLIPB MUST BE INSERTm
_ P
2)DETNLG:SEETABLESIB-148FORANCHOROUPNTRIESONO SHEETS21-MFORHOM
*; ND. 5n05
*—
LOCATIONS.
MD SHEET 22 FOR HOLE
_ -f
1A0�:,
3)DETAIL H: SEE TABLES INS OR I6B FORANCHOR QUMTRIES
®
ATE dT.;'(0`
WOA'OONS.
%(LNS'•.AYOftIOP,.:' �2�:
g
S'ONA-. ENc?`
A L%NNIMILl P.E.
s
FL P.E.055705
TABLE IA
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LOT. FOR THh UYYse I I", ux
FIGURE1y FIGURE2'
FIGURE 3:
ANGLE QIP MUST BE USED Ra PAIRS.
FIGURE4:
FIGURES:
FIGURES
O
• •
=ANCHORGAP.m
THE^PNCHORN
iVM PNCHOR .v
TOOUAUFY
FROMTHE
TABLE NOTES'
1)GE'c SY.Ec 1FCR LrSTRI;vr.Ol'.S Oti UC.NGT}iE.?ARCS AND GREET 25 FGRiNFQRMATNJN OV LCAD!NG.
SEESHMS24 FOR GENERAL INSTALLATION METHODS.
])LINEARINTERPOLATIONBETWEEN MULLLENGTHSMDO ROPENINGWIDTHSISALLOWABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR ENACT DIMENSIONS, SEE SHEETS 21-23.
HOLESTOBEDRILLED INTHEFIELO FOLLOY/INGDIMENSIONALMSTRICTONSSROWNONSHEETS21-23,
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOMXIONS.
2.0p0"
ers•
41 SUBSTRATES: CONCRETE SHALL CONFORM TO AG M' SpEGFlCATIONS. HOLLpW AND GROUT -FILLED
L
CONCRETE BLOC, MIT (CA1U) SHALL CONFORM TO ASTM C80. WOOD SHALL BE PRE£SURE-TREATED
BE A MINIMUM OF J1
r
I
YELLOW SOUTHERN PINE WTRi AN SG OF 0.55. ALUMINUM SHALL 8E i T5 AND
THICKSTEEt SMDSTOBEAMN'IMUMGRAOEMMD.045•TMCX(18GAUGE).STRUCNRALSTE" TOSEAT
1'XTX.127MULUM
LEAST.12S THIO{CAND M ALL ANCHORS PRO METALSHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND
THEMATEMI N10S/ 2ANCHORSINTOW000MAYBESTEEL188GS.OR410S.S.
6
PRODUCTREVISED
a."",ly Bw1q NO Fic,dda
ONa.Cotle 17-0630.01
P..pimtlen Dote OS/26/2021
e
mum � vreauc n ro
�a�NY LrN/y�•, I
No 587M
OT
Alaft Tot
S
WF
613
4,
I49
'3i&
'&18
9N
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1.000' �—
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4)SUBSTRATES: CONCRETE SHALL CONFORM TO AGI 301 SPECIFICATIONS. HOLLOW AND GROUT-FlLLED
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3T5'
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TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING
SEE SHEET524 FOR GENERAL INSTALLATION METHODS.
2) LINEAR IWERPoLATION BETWEEN MULL LE14GMS AND/OR OPENING WIDTHS IS ALLC WABLE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-n
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FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.
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YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE B063-T5 AND BE A MINIMUM CF.IV7
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.047 THICK JIB GAUGE). STRUCTURAL STEEL TO BE AT
EMATERIAL-CK AMID A36. ALL ANCHORS INTO METAL TEND AT 010& 412 ANCHORS INTO WOOD MAY BE STEEL, I"SS ORE- 8 CREW THREADS BEYOND
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SHEETS&17FORTHEANCHORO.C,Y. NrRHINTHEDASHED DISTANCE OR
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1.Wx53rxmc sHEErs Inn FORTHEANCHOR D.C. TABLEC TABLE C, CONT
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229'J.ear-a
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2) SEE SHEETS 10. 11. 1&15, 10 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS,
3) SEE SHEETS 2<FOR GENERAL INSTALLATION METHODS.
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t 3]G•
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4•MULLION. SXEET,B
OPVIEW
ORHOLEMUSTUE
ED BOUNDARY SEE
i THEANCHORO.C.
U LIP
6063.T6NUM.
USfD FOR T X 6• MULLION SHEET 17
TOPVIR
s.000' 3701
MIN.
----------------------
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FPRODUCT REVISED
Y9EVSO_2L 17-0831.375n Da{- 6/26/2O21
MIN.
ey
1 Mlam <prodo[i Conlro
'N l.1GENg(,.'4f
No. 58705 ..P
;:G —7
AOT\ sr G 47p:
70NAL E�G•�•
q.NI MMIOLR P.E.
FL P.E.#58705
'
E PL 'S NGLE VERTCALMULL ON THE 6UHDINUdues lljP kr rho rv+,ry .I'. '-"' "' '-- -: -. -
- T "-!'°+ I `1•I' '.t THAT A PWIOE MULUCN S'SURAgLETHE MULLION LENGTH 1S l2'ANDIHE OPENING WOW 1332 +32+1"PeS REFERFNCINGSHEET 29, TIE COLUMN
''•'-'
If INRIALLWASSW{IMG
',,. •' , NO ANFlH91i5N KNAD +_ L• RELAIR LOADWd N115TbE'USED.'SCAN THE MUWONTAELPS FORA MULLION .THAT MAT 'EFASTT E WINDOW FRAME OEPTH OF 2y114-AND VALL-MEET OR EXCEED THEI
t
- - DESIGN PRESSURE OF 600A60.b P5F IFTIETPBLEbOESNOT SHOWTTIE EXAC1512E;USETHE NEXTiARC£R SMAVAILPBLE ,
1 '�`sFROMTABLE 3A:3HEETT THEY%275%37SMUL410N(LENGTHY2OPENINGWOW-70)MEETSTIE DEPTH RFj3UwED HOWEVER THE QEASIGNPRE SVRE IS+F5B3PSFl
.�-SEE-_ SF31"."
'saIES(pAUrw .oETNISI NOT BE SUITABLE PORTHISAPPLIGATION
I t J .:`? ,. •.:.
4..,y
PPOGUCIS SHEET]
•T W40TN=)OD HPS ADESIGN PRESSURt OF+-P27PSFWHICH EXCEEDS TIEREONREMRNlSF
.
.�..
+f FROM TABIE4A5HEET8THPl'X2.75'%'.E50'NULUON(IENOTH`Y.'OPENING
OPMINGMD MAY BE USED IN TISAPPLICATION. NOTE WE ANCHORCAPACITY REWNEDOFSHIMS.
RNLLW
LENGTH 2) USE TABLE 45 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. SOWTHE STANDARD CLIP WV(4)R12MCHORS AN
/�
4 L ANGLE CLIPS WITH (4)012 ANCHORS HAVEA CAPACTY OF 885 LBS. THOUGH EITHERONE COULD BE USED, THE STANDARD CUP IS EASIER O INSTALL.
RTuls, 3) VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PROOL':TS USED WOH THISMUWONSYST .T LOWERDMS PMSSURE,OFMULUORSORFENESTRATIONM
r BOTHIDE THEFENES'lNATON PROOUCTBE INSTALLED IN ACCORDANCENTI
S24 ASTALLAION
To MUUUND
RESPEESIVESUESSUREREOWBEESTRTRE
�]J INSTALLATIONS?EGFlCATON9NT0 RESPECTIVE SUBSTRATES ANDFENESTPATON PRODUCTS OMULLION.
SPECIFICATIONS INTO
INTHISEXAMPLE,THEDESIGNPRESSUREREQUIREDWAS.14OLPSF.WEOVERALLNNLLIOtJsiZTEMWASDETE PMINEUTOMM7PSFWTMPNANOHORCM IWOFMBLBS.PLI
HDN7L dt3w WWNw9ll WE ANCHOR CAPACT' ADJUSTMENT FORMULA COULD HAVE SEEN USED To CALCULATE TtEANC110R CAPACITY REQUIRED FOP.THE EXACT DESIGN PRESSURE OF fi0 PSF.
( (fiO FSF)X( 636 LBE.\=5249 L09 (MAYBE USED TO QUALIFYP105TEEL SCREWS FROM'(ABLE4b)
/
AHGMTUMDIH
Hw DPEcwQTH 7Z.T PSF
'
"I•` THE BUILOMG SUBSTRATE IS KNOLYN TO BE CCHUONTNEOAMBSN:O USESACONCReIE MEAOERANT)SV6 THE WINDOW FPAMEDERTRIS 23R'. TIE OPENNG REQUIRESA ;;
DESIGN PRESSURE OF+!OBIS:- FSF.
FOR WE VERTICAL MULLION!
1)INUWLYASSUMINGTHATAI'WIDEMULLIONISSUMMB .THENLILIMNLMN IS3Tr72.1l 1I MDTHEOM.i..NOWIDT IS36.+ 11"=73'.REFERENCINGSHEEi25.
THE COLUMN USING RECTANGULAR LOADING $HAL. BE USED. SCAN THE MULLION TABLES FQRAMULLIONTHATISAT LAST THE WINDOW FRAME DEITROF 23/B" AAJI
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.0 PSF. IF VISITABLE DOES NOT SHOW THEEXACT 56�-USETHE NEXTLARGERSIZEAVA LUIM.
EXAMPLE 2: MULTIPLE MUWONS
- MILLION ENOTH=1G8'.OPFN OPENING WIDTH=80')MSETSTHE DEPTH REQUIRED, HOWEVERINE DESIGN PRESSURE IS+A15.1 PSF
ESUITABE 1'%275S
SFSITS2..A
APPLICATION.
' RULLvnOm-1)- gEET92a AND WOULD NOTBE SUITABLE FOR THISAPRJCATION.
ANDFROMWOULD NOT BE
• FROM TABLE 12A, SHEET 16,RHE 2'X 4-X.250-MULLION (LENGTH = IOV, OPENING WDTH=80�HASA DESIGN i'FLE33URE OF+ii4.T PSF WHICH IXCEEDS THE REQUIREMENTS
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTETHE ANCHOR CAPACRY REQUIRED OF Ell LBS.
az SEE SEE BECAUSE IT IS NEW MGM VAT THE MULLION WILL ADD 2- TO THE WIDTH OF WE MULLED UNIT, WE ADJUSTED OPENING WIDTH IS 3S+3E+2+74-, NOT TY AS PREVIOUSLY
DETAiS,
FER45mAT1W ETA..
VERIFI'THAT THE DESIGN PRESSURE IS SfILLA^PUGABLE fORTHEPDJUS(EO OPENING. hTERNATISRLY.THF.4NN00WWIORIS MAYBE REDUCED TO MN
pgOglCTy ASSUMED.
APPROV. i4 THE 73' DIMENSION (3512'+3+12'+2'=T3T.
II1
+ + 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY MD CUP TYPE REQUIRED MR WE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME We POURED
ON CLIP WE TO BE CENTERED WITHIN THE S', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISIMCE
CONCRETE HEADER MO SILL ARE W WDE IF THE MULLION WERE
vFA Ceti USING WE 51'ANDARO CLIP WITH (6 )WISULTRACO MA ORSATMEDGEDISTMCEOF2-lf G ESANANGHORC4PACRYOF1050LBSWHIG GGRFAT MD
uU `SEE \6� THEREFORE SUITABLE. FORTHE REQUIREDANCHOR CAPACTYOF 971 LBS.
tENM DETNLE
A DETAU' FOR THE HORIZONTAL MULLIONS:
9RSTS 21 SHEET3
DPEWNG
HEIGHT BECAUSE WE VERTICAL MULL YOU BE A V X 4'X250'MULLNON.IN THIS EXAMPLE WE WILL MATCH THE HOWOfTALAND VETRICAL MULLIONS. ALTERNATIVELY. MOTHER
F. MI TYPE COULD BE CHOSEN.
I
/ `"j)THE MULLIONCENGT1Ti`36;ARJDTHE OPENING NEIOHTTS32'!'11Y2'=f06":'REFEREjJCIN(.fiNBET15, THE COLUMN UANGIRAPEZUIOAVTRIANGULAR LOADING MAY BE
TO.O PSFN111CH EXCEEDSTHE
H-i
($LENGTH.NOTETENINONETOHT-=120�HASAOESIGN521
MSREOF
EUSEDINWON
f1E0UIREMENT9 FOIRTIIEOPENINGANO MAY BE USED W THIS APPLICATION. NOTE THEPNCHOR OAPACffYREDNREOOF 621 LBS.
REQUIREMENTS
IND WE ANCHOR ANCHOR PE REQUIRED J ON THIS
CLIPSEWV
2) USE TABLE
�, CARE MUSTANG
53 WOE. IFTHE MVU'110NTO
CLIP WERE TO BE CEENTERED WITHNPE,
BETAKEN TOFMAINTMNTHE FASBTEN SEDGE DISTANCE USINGTHE ISO MGM
21 (4)W16-ULTRACON ANCHORS ATM EDGE DISTANCE OF I' GIVES AN ANCHOR CAPAGTT CF540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
ANCHORCAPACRYOF52IMS
6JFORTHEUCUPINTHEHOMZCWT MULLIONTOVERTICALMULION,USETHES EMN 0RU'ACRYOF521WS.TMMIMMRTEUOLIPSHOWSTHEANCHOR
CAPACITY IS 1074 LBS WHF.N;USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACTYREQUIREMENTOF 521 LGS. WJE
ANCHORTYPE IS AI113 STEEL SCREW.
FROM THE ABOVE STEPS. GU R MULLON DESIGN PRESSURE IS:
N-0.7 PSF FROM WE VERTGALMLIL I`t
♦ldT0.0 PSF FROM THE36' HORIZONTAL MUWONATTACHINGO OMIT:
H-170.0 PSF FROM THE 36-HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
THE LOWESTDESIGN PRESSURE IS+/E4.7 PSF MD WOUI.DAPPLYTOALLOFTIE MUWOM
WRIFYTIE DESIGN PRESSURE OF THE FENESTWTTON PRODUCTS USEDYIRH THIS MULLION SYSTEM.TI'e LOWER DESIGN PRESSURE, OF MULUONS OR FENESTRATION
PRODUCTS, WILL APPLYTOTHE OVERALLASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THATTHE BOTHTHE MULLION AND THE FENESTRATION PROOUCTSE INSTALLED IN
ACCORDANCE WTH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUMTRATES'AND FENESTRATION PRODUCTS TO MULLION.
i
ILI
WOUID.�
THIS -
HE ME
JOTS. WILL
HE
HATVEIY.
PRODUCT RIEVISEU
on Ith tM1e FIOHtla
6eliaing '�B
, 17-0630.01
u,I
EaPlroboe DAP 05/26/2021
B
Mlem c ro uc on ro
NO 55705
P.E.
E%AMPLESOF RECTANGULAR LOADING . .. e- EYAMPLESOFTRAPEZOIDAUTRIANG1.1 LOADING J
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LOPDINGOF VERIIGALMUWDN LOAOINGOFVERDOA.MULLIUI
GILLOF WNDOWS NOT N:CHOREO WRH INTERGECRNG HORIZOWAL MULLIONS
1 I
LOADING OF VERTICAL MULLION LOADINGOFHORIZOWALMULLION
SCLOFWWDOWSNOTANCHOREO WRH IWERSELTING VERTICAL MULLION
II
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Lr,o,
I�I-_
�I
PW
0ljlj�
%�IF�!
LDADINGOFVERTICALMUULIOM LOAMNGOFWMICALMUWON
PANELOFHINGWOOOF..ISNOTGAPTUREOORANCHORED WTHINTERSECTINGHOR60WALMUWONS
ii0
_I
PW
PW
. - _ - LOAD,MG OF VERi1CALMUWON .
LOADING OF HORROWAL MULLION LOADING OF HORZOWAL MLLLION
j
/ PW
LOADING OF (21 HORIZOWAL MULLIONS
0
0
.�
LOADINGOFVERTICAL
MULLION
LOADING OF HORROWAL
MULLION
NOTES
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PRODUCT REVISED
03 plyyingg IN the Flodda
Benz. Cotle
Not-N.. 17-0630.01
6ap!.U.. Date 05262021
LOADING OF HORIWWAL
BY
1) DRAWINGS ARE .-
71
RERMS ATIONSOFWFIGAL
CONFIGURATIONS.
CONRGURATIONS NOT SHOW N
MAYSEE%T IATEDFROM
THOSE SHOWN.
IF THE LOADING TYPE CANNOTFA-3-4,
N�i�62)
E DETERMINED. USE
/RECTANGU.ARLOADNG.
3)SEE PRODULTS'APPROVAL FORSACNALANCHORLODATION9.
*_
MIAMI•DADE MIAMI-DADS COUNTY
0 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.¢ov/eennomv
PGT Industries, Inc.
1076 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
Laying Jurisdiction
TiisIA.shall not be valid after the expiration date stated below. The Miami —
Dade County Product
,,.r.,,....
pi1fi¢l ection (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the"nglit to have this product or; material tested for quality assurance purposes. If this product or material
fat s,to erform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, mediFy, or suspend the use of such product or material within their jurisdiction.
REr0 erves'the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
!7
Sect,ioh;llt'at this product or material fails to meet the requirements of the applicable building code.
This product is approv. d esi ed •tri with the Florida Building
including the �gh Velocity Hurricane Zone. -
Aluminum Single Hung Window —L.M-L
AL DOCUMENT: Diawmg o. I e um. 1ng a ung Window, Impact', sheets 1
of 11, dated 09/0U05, with revision G dated 06/06/17, ptcpared by manufacturer, signed and
nthony Lynn 1Vfiller ., earmg de County 'Product Control Revision stamp with
�f Acceptance bi:r and expiration date by the Mit n Control Section.
IMPACT RA i G,:.Large and Small Missile Impact Resistant.
fG: Each unit shall bi
;s, and following state
with the ma�s^^^tor logo, city, state,
aunty Product Ciintrol Approved", unless otherwise
1,I, of this NOA shall. be considered after a renewal application has been filed and there has been
in the applicable building code negatively affecting the -performance of this product.
ATION of this NOA will occur after the expiration date or if there has been a revision or change
trials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
duct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
with any section of this NOA shall be cause for termination and removal of NOA.
'ISEMENT: The NOA number preceded by the words, Miami -Dade County, Florida, and
iy the expiration date'may be displayed in advertising litemiure. If any portion of the NOA is
then it shall be done iu its entirety.
'ION: A copy of this entire NOA shall be provided to'& user by the manufacturer or, its
s and shall be available.for inspection at the job site at the reijuFst of the Building Official.
revises NOA# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
soval document mentioned above.
tted documentation was reviewed by Manuel Perez, P.E.
a ,
iii ' • �is�.
MIAMHMDECOUNTY1113
NOA No. 17-0630.08
Expiration Date. March 26, 2021
Approval Date: November 30, 2017
Page 1
� IS
PG1 Iidtistries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SU13NUTTED
A. i, DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.01 and 07-0322.06)
:2s Drawing No 4040-20, titled "Alum. Single Hung Window, Impact', sheets 1 through
11 of 11, dated 09101/05, with revision G dated 06/06/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
STS
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 fined window and an aluminum sliding glass idoor, using: Kodispace 4SG TPS
spacer system, Luraseal® spacer system, Super Sparer® NXTTM spacer system and XL
EdgerH spacer system at insulated glass, prepared by Tenestration Testing Laboratory,
Inc., Test Retorts No. FTL-8717, FTL-8968 trod FTL-8970, dated 1 U16/15,
06/07/i:6 and O'6/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E.
(Submitted unrter previous NOA No. 16-0714.06)
_ 2.: Test reports on: 11 Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
a'' :l Water Resistance Test, per FBC, TAS 202-94
`4) Large Missile Impact Test per FB.C, 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 diagrhrn 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. 07-032Z06)
3r Test reports on: °1) Air Infiltration Test, per FBC, TAS 202-94
J 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., "Pest
Reports No. FTE-4958 and FTL-5063, dated 10/0.3/06 and 11/21/06, both signed -and
sealed by Edmunoo Largaespada, P.E.
(Submitted tmderNOA No. 07-0322.006)
Y%
;i Manuel erez P.E.
Product Contro Ex iaer
' NOA No. rrO630.08
_ ' • Expiration Date: March 26, 2021
' . Approvai Date: November 30, 2017
a. E-1
u.
PGT Iiidustries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4: Test reports on:1) Large Missile Impact Test per FB;C, 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. FTU 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
:•,-��-••.-.-.-(Submitted unrlerNOANo. 05-1018.01
5: Test reports on: l) Large Missile Impact Test per FBC, TAS 201-94
Cyclic Wind Pressure Loading pe.i 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 FTL-4723, dated 08/11./05 and 10/05/05 respectively,
both signed and sealed by Edmundo Largaespada, P:E.
(Submitted under NOA No. 054018.01)
6. Test reports on:,,1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test; Loading per FBC TAS 202-94
-3) Water Resistance Test, per FBC, ;TAS 202-94
..4) Small Missile Impact Test per FBC, TAS 201-94
i 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
:) Forced Entry Test, per FBC 2411,3.2.1, TAS 202-94
along with marled -up drawings and installation diagram of an aluminum single hung
window, with hi frame, prepared by Fenestration T.Ating Laboratory, Inc., Test
Reports No. FTE-4647 and FTL-4650, dated 08/11/65, both signed and sealed by
Edmundo Largae-Spada, P.E.
(Submitted under NOA No. 05-1018.01)
.7. Test reports on j) 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
: V - window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL' 4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively,
both signed and(s'ealed by Edmundo Largaespada, P.E.
(Submitted unr72r NOA No. 05-1018.01)
1•
an ee73O.O8
P.E.
Product Contrin
NOA No
Expiration Date: March 26, 2021
tjt 1 Approval Date: November 30, 2017
I` `
PGT Industries, Inc.
NOTICKOF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5t°
Edition (2014) and FBC 60' Edition (2017), dated 06/22/17, prepared by
manufacturer, signed and sealed 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 CERTM, f CATIONS
1. Notice of Acceptance No.,15-1201.11 issued to Eastman Chemical Company (MA)
for their "SafxexClear 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
"Trosifol® Ulttaclear, Clear and Color PVB Glass'Tnterlayers" dated 01/19/17,
expiring on 07/08/19.
F. STATEMENTS
7 p lz ` Statement letter' f conformance, complying with FBC 5th Edition (2014) and FBC
61' Edition (20:17), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony Lynn iyIiller, P.E.
Statement letter of no financial interest, dated June 2.2, 2017, issued by manufacturer,
signed and scabid by Anthony Lynn'Miller, P.E. -
3.: Laboratory corimpjiance letter for Test Reports No. FTL4957, rrL-4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
sealed by Edmimdo Largaespada, P.E.
(Submitted under NOA No. 07-0322.06)
4.- Laboratory compliance letter for Test Reports No. FTE-4646, FTL-4647, FTL- 4648,
FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory,
=7 ' Inc., dated 08110/.05, signed and sealed by Edmundo Largaespada, P.E.
l`. (Submitted under NOA No. 05-1018:01)
5: Proposal No.100125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq tChanda, P.E.
(Submitted under previous NOA No.16-0714.06)
G. OTHERS
1, Notice of Acceptance No. 16-0714.06, issued to POT -Industries, Inc. for their Series
"SH-700" Aluminum Single Hung Window - L.M.I.,-approved on 08/18/16 and
expiring on 03/16/21.
tt
ahu r z, P.E.
Product Co rol E amiuer
NOA-0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
e E-3
1 S: (S)NC
EE DETAILS ON SHEET 2)I' '•., 'I -r
Y A[5/tfi FJNFQ NSISTING OF(2)'LITES•OF 8 ANNEALED GLASS WITHIA O90'%URARAY TROSIFOL° PVB(6Y KURARAY AMERICA
•),,
ORMo- LEX`PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
c > 8. YCONSISTMG OR(1)LITE OF4Y8° ANNEALEDGLAS9'AND(1) LITE OF.118'HEAT-STRENGTHENEO'GLASS WITHA
, ra-;090'1URARAYVOSIFOL®PVB(BYK0RARAY.AMERICA,'INI OR'.09W SAFL'EXIIPVB INTERLAYER(BY EASTMAN CHEMICALCOMPANY)
-'-1 INS' LAMI CONSISTING OF(2)UTES OF 118- HEAT STRENGTHENED GLASS WITH - - > -
..090- KURARAY TROSIFOLOPVB(BY KURARAYAMERICA, INC.) OR.09W SAFLE)(' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
CODES /STANDARDS USED:
-301] FLORIN BNLOIAS CODE (FBL), BTM EDITION
e301<FLOflIDA BUILDING CODE (FBC). STH EDIRON
-ASTM E130004 -
eANSNAFBPA NDS2DI5 FOR WOOD CONSTRUCTION
I' -ALUMINUM DESIGN MANUAL ADNY2015
-AMSI0 12
-AISL 36D-10
D. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A.090" KURARAY TROSIFOLO PVB (BY KURARAY AMERICA, INC.)
OR.090' SAFLEX 0 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 7/16- LAMI CONSISTING OF (1) LITE OF 3116- ANNEALED: GLASS AND (1) LITE OF 3/16- HEAT STRENGTHENED GLASS WITH A
.090' KURARAY TROSIFOL OPVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX* PVB, INTERLAYER (BY FASTMAN CHEMICAL COMPANY)
F. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16- HEAT STRENGTHENED GLASS WITH A.090- KURARAY TROSIFOL OPVB (BY KURARAY AMERICA, INC.)
OR.090- SAFLEX'PV8 INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 13/16- LAMI IG (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5/16' LAMI CONSIST INU OF (2) LITES OF 1W ANNEALED GLASS WITH A
.090- KURARAY TROSIFOL OPVB (BY KURARAY AMERICA, INC.) OR.090' SAF" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
H.1&16' LAMI IC: (1) LITE OF 110' TEMPERED GLASS, AN AIR SPACE AND 5/1T LAMI CONSISTING OF (11 LITE OF 118' ANNEALED GLASS AND (1) LNE
OF 1/8' HEAT STRENGTHENED GLASS WITH A.090' KURARAYTROSIFOLO PVB(BYKUi1ARAYAMERICA. INC.)
OR.090' SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
I i&10 LAMI IN: (1) LITE OF L6'' TEMPERED GLASS, AN MR SPACE ANC WiT L M,I MZ i OF 118' 1 ^e :, CTRE�NGTHF_NED OL?_S _
"'WWII A.090' KURARAY'TROSIFO PL'PVB(BY.KUPA.RAYAdERICA, INC) OR .09D 3AFEEX°-PVB INTERIAYER(BY EASTMAN CHEMICAL COMPANY) • u J. 13116' LAMI IG: (1) LITE OF 1B' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAM] CONSISTING OF (2) LITES OF 3115-ANNEALED GLASS WITH A
.090- KURARAY TROSI FOL ®PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEXO PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. 13116' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE
OF 311F HEAT STRENGTHENED GLASS WITH A.09O' KURARAYTROSIFOC' PVD (BY KURARAY AMERICA INC.)
OR.D90' SAFLEX 61` BINTERLAYER(BY EASTMAN CHEMICAL COMPANY)
L. 1311W LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAM{ CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS
WITH A.090' KURARAYTROSIFOL P 9Y KURARAY AMERICA. INC.) OR.090' SAFLEX-PVBINTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M. 13/16- LAM] IG: (1) LITE OF 118- ANNEALED GLASS, AN AIR SPACE AND 5/16-LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A
.090' KURARAY TROSIFOL 6PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEXO PV8 INTERLAYER (BY EASTTMAN CHEMICAL COMPANY)
2. CONFIGURATIONS: -OX- (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES IJ. 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 ASTM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGNI, ASD.
NOA DRAWING MAP
SHEET
GENERAL NOTES.............1
GLAZING DETAILS ........
,., 2
DESIGN PRESSURES.......3
ELEVATIONS .....................
4
VERT. SECTIONS .............
5
HORIL SECTIONS............
5
PARTS LIST .......................
6
EXTRUSIONS ....................
7
CORNER DETAIL ..............
7
ANCHORAGE ..................
6-11
maledel
Mtn. FI,
Min. F.
Steel Sci w
92 ksi
120 ksl
EICD UItmCOF0
155 ksi
177 ksl
410 SB Elco CaAeFIWAD
127.4 ksi
169.7 ksl
6063-75 Alumimml
16 ksl
22 ksi
A36 Steel
36 ksl
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
4. ANCHORAGE. THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAILS.
c- !RED 5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL4645, FTL4646, FTL1647, FTL4648, FTI- 4649, FTL4650, FTL4651, FTL4723, FTL4957, FTL-4958 AND FTL-5M.
ANSUAFSPA NOS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
B. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
S. THIS PRODUCT HAS BEEN DESIGNED 8 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 SOFT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.
IB41,om,600
JR oamn c uPDATEOANCHMGEMM017.. CERT. CFAM Q92O6 ALUM SINGLE HUNG WINDOW, IMPAG
ff '
sNisB NTS -1 • 4040,20
MII7n VCat YfWYCI
1\11111111
=v i r1,� rry
'pO ••- STA OKF !�-v
10NAL1Ea1A�
A. LYNN MILLER, P.E.
FL P.E.# 58705 -
Part#
Description
Material
.71
Kommed1n94SGTPSSpacer System.. —
72 .
Ouaa. LperSpace(nM%7 Hot Meh Butyl
See Mis
for
73,09
a4BK, Duraseal'Spaee{
;'.Sheet
Materials
74
Cardinal }d'Ed9e Spacers-
:.+
1- .:•'+REFER GE TEST REPQ S•FTL8717, 88DB
7 GU15S ITS: _ _ ..,
70 37 70
1B' ANNEALED OR HEAT TRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER 090 PVB INTERLAYER
1/8' ANNEALED OR HEAT NGTHENEO GLASS 3f16' ANNEALED OR HEAT STRENGTHENED GLASS
5/16' NOM. , 7/16' LAMINATED
5/16" MINATED GLASS 80,8 or 82 7/16" LAMINATED GLASS 83,84 or 85
NOTE:
Z1 74 _ 7� , EXTERIOR INTERIOR LITESMALAMI IS XBEOARD
a:
IQLLrSECTION51 � � :. .. UPGRADED
TM�OE CHANGE III
� WITH C G IN
°p DESIGN PRESSURE.
KURARAV TROSIFROL`
12'NOW 12'NOM. PVB INTERLAYE
GLASS SITE 46 GLASS BITE Dr
- SAFLEX PVBIMERLAVER DV
FASTMAN CHEMICAL COMPANY
70. 38 70
11B'ANNEALED OR HEATS TRENGTHENED GLASS 3'16' ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
11W ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS
5/16' LAMINATED 7116- LAMINATED
AIR SPACE AIRSPACE
11V ANNEALED OR TEMPERED GLABS 118' TEMPERED GLASS
13f16' NOM. 13/16' NOM.
13I18° LAMI IG GLASS W/ 5116" LAMI 86,87,8eDr 92 13/16" LAMI IG GLASS W/ 7/16" LAM! 89,90 or 91
ALUMINUM
< HOAMELTDUTlL - RFINFORCEM p0.pSP DESICCANTRLLARFA _
9T8
j101URAL °,. BUTYLEN< N1e NOM PRODm IILEYIsm.,,
SILIF 116'NOM " ^ YtS'NOM. SEAL ! aIGCONE SEILL BciHvm8Coi1<rla
W<R1 DESICCAMa ' ROLL{DRMFD nc:<gv:a lb IVDES
IGCNTT FOAl11 STAINLESS STEEL Ex imp O.Ce XiGLASS DrEXT GI —. ,I- PraA
KODISPACE 1a SUPER
7I 4SG TPS SPACER®NXT'"'
DURASEALO
SPACER
CERT.OFAVMfB1tB
XL EDGE""
SPACER
2 -s 11 1 -40020
* ; No. M705
V t.6 �• F C
0 •. 5 A OF
T�S
"OA AL
A. LYrIIG 0AMER. P.E
•' ..LI �nD
1!1 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILT. OPTION
TABLE 1.
BA@ED,QN FLANGED WINDOW TI -
FRAME DIMENSIONS
`alel :'.
• WINDOW HEIGHT ,.
-70" 73"1. 6.
--•74'
1 76" -
48
r:'
{ •'>;A;B, '.
+80:0
''40.9
+8 o0
80.0
h80:0'
-80.0+80.01
.80.0
+80.0.
A0,0'
+80.0
-86.0
+80.0
40.0
.M[-
,'
-
00
+800,
..-800
+BD,D:.
A00.
+800!.
-80.0
+800
..-80;0
�800
80.0
+7g0
-79.0.
6Y -
A,B,M' -
t80.c
"�800
-W0i
'-100
+80.0''
A00
+800'.
40.0
F786
-78.8
+773
11.8
+759
--75:9'
637I8"
A,B,M
+8D.0
-80.0
+80.0'
400
+78.6
-79.6
+702
-78.2
+769
-76.9
+75.4
-75.4
+740
-74.0
UPTO63118"
C,D,E,F,G,H,I,JAL
♦B0.0
40.0
+80.0
-80.0
+BO,D
A0..
+80.0
40.0
+80.0
40.0
+80.0
40.D
+80.0
A0.0
STANDARD VIEW &RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 38318 m 150 fi18" 0 72 16"
TABLE 2.
76"
m
ABM
+80 0
40 0
+80.0
-80 0
+80 D
40.0
+80.0
40 0 7G 70 0
+70.0
-70.0
+70 0 -70 0
60
ABM
+80.0
AO 0
+80 0
AO 0
-80.0
-80.0
+79 9
-79.6 ' .70 01 70 0
+70 0
-70.0
+70,0 -70.0
r
_
48010.
180.0.
+80 D
-80 0
4800
40.0
11 +76 9
.76 9 1 +70 0 70 0
+6B 8
A8 8
+67.G -67.6
631/8"
ABM
.80.0
40.0
+80.0
-80.0
+80.0
A0.0
+]5.0
-75.0 +G8.0 A8.0
+66.7
A8.7
+65.5 45.5
UP To 63118"
C,D,E,F;G,H,I,J,K,L
+80.0
40A
+80.0
-810
+80.0
A0.0
+80.0
40.0 +70.0 -70.0
+70.0
-70.0
q0.0 -70.0
- MEETING RAIL
HT.
SASH i-'•. 1 �tft
(USTOM VIEWS RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE
IASED ON FLANGED WINDOW TIP -TO TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. WI SASH - 76" FLANGED AND 76" INTEGRAL FIN)
WIDTH GLASS TYPE 171/8' 1 2211116' 1 283116- 1 131 4" 396116" m13116" 60318" fi516116"
63118" D E F J K L+ +80 0 40 0 +80 0 40 0 +80.0 1 4D.0 I +B0.0 1 40.0 � +70.0 1 -70.0 1 +70.0 1 -70,0 1.70.01 4MO 1 .70.0 -70,
RA§
TEST REPORTS TABLE4.
A. 5/16'IAMI-(i/6'A 90,1/8'A)
FTL4"7, 4648, 4723, 4957
- 7/8"A,.090,1/6'HS)
FT-4647, 4048
C, 511T LAMI - (1WHS,A80,1/8"HS)
FT-4647, 4648
D. 7MV LAMI- 3118°A,.09D, VIVA
FTL-4645, 4885
E. 711V LAMI- (WIG-A,.09D, 3/76'HS)
FTL-4645
F. 7/16' LAMI - 3/16•HS„090,
FTL4645
-FT.
G. ISI16"LAMI IG - 1/6' T, AIR SPACE. SH6":LAMI -(1/WA,.0W01/6"A)-
-L^+'6, 4723 -
H. 13A6" LAMI IG- 1/B" T AIR SPACE 6116" LAMI- (118'A 090118"HS)
FTL4646 L'
I. 13H6" LAMI IG-1!B° T, AIR SPACE, 5/16' LAMI - i/8'HS,.090.1/8"HS)
FTLiE46
J. 13/16' LAMI IG-1/e" T, AIR SPACE. 7/16" LAMI-(3I76'A..090, 3/16"A)
FR4649, 4650
IK. 13116" ' T LAMI IG -1/8, AIR SPACE, 7116' LAMI - 3116A.090, 3/16•HS)
FTL4 19, 4650, 495
L. 13/16" LAMI IG- 718. T, AIR SPACE, 7/16' LAMI- 3/16'HS,.090, 3/18"MS)
F7L�64P, 4650
M. 13116" LAMI IG-11TA, AIRSPACE. 5/16" LAMI- (I/8"A,.090, 1/6"A)
FTlAVGT-
0"
Y.T. MEETING RAIL
WLT.
IIW •p^ MINUS
SASH
4T HT.
MEETING RAIL
•X•
- tt_-_H
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TOAPOSITIVE DESIGN E59URE OF+64.1 RSF OR LOWAR SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED. _ k,• N0. 58705
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE'.ABLE$BY DEDUC :ZED FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12518- MINIMUM TO 38' MAXIMUM. -� � C
4. GLASS TYPES C, G, H, AND I MAY BE USED IN SASH ONLY 3A0�\, ���^46
5. REFER TO ANCHOR QUANTITY TABLES 54 FOR ADDITIONAL DP fora T6uwoLoOroR- °eL^° %F •;�(0
R.vDoee.RMzl6 DESIGN PRESSURES
LIMITATIONS. _ - F�h
CFRT.0FAUm MM "UM. SINGLE HUNG WINDOW, IMPACT LYNNi1 i ER,'l
A. LVNN ISiILLER, P.E.
ecrwouvw'ea, ®" gppD NTS' 3°'•'11 4040-20 G FLP.E.#58705 - -'
l
SEE OLD
531E MAX FLANGED MOTH
52 Iff MAXIF_.WIDTH
,
49518-MAX. FD(ED�
OLD (ALL)
O�
- [ 1
r
i
� 75 MA'X _ ° 1
O j
IF
D-i HEIGHT SEE
TABL
SEE ABLE
TABLE j
�(
(MAI`X-)
J�
1 - 481/4"MAX.
_� `VENT DLO (ALL).
DETAIL A
1/1
B
SEE
OLD
TABLE
O j
PLO ± LE 11111 X. j .
76-
387116
MAK
SASH
T5-MAX
.F.
HEI iHT
SEE
TA
76- MAX.
FLANGED
HEI HT
20-
SASH SEP. OLD
_HEIGHT
... _ . c
s
75 MAX: I .ut75'MAX „
1 // HEI. HT SHE HT -
O T�� O IIr
17s• MAx - I _ - -- 76MAD
FLANGED FLANGED
��—HEIGHT HEIGHT ,
ill S E SEE DLO I S E
NO E 4 TABLE
L��
DETAIL S " DETAIL C "
VIEW (STANDARD SASH). RADIUS TOP (STANDARD SASH)
E�
75' MAX.
.F .
E -J HEI
NT
XO
LEE
O
76'
MAX.
FLANGED
HEI
HT
SASH
f.1BLE
-
HEIGHT
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS a THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B S C) ARE BASED ON ATHREE OVER TWO FORMAT.
CERLCFAUFHf18E8
4 + 11
uwmdl+Ps.dn ueFa..ii- .
n�udH�mw�No (- 63D. pBB
e�inrioo Ome 7�21
BY
Minn' atlu \\ Via
y : No. 58705 '
O STATE OF U7�
Al
IMPACT '''S'oNAL19—%`
A. LYNN MILLER, P.E.
4040-" G FLP.E.M5B705
MAX.
FIXED
LITE
DAYLIGHT
OPENING
w 0
OUTSIDE
VENT
DAYLIGHT
—2194 - NOTE: MIN.(1) SWEEP LATCH
r.^OPTIONAL°BOTTOMOCKS, (1;
V_
.INSIDE INSIDE M
1 31
^ +
rF$ 7,SOR17 25
SECTION B-B
(LOW SILL SHOWN)
I— MAX FIXED LITE DAYLIGHT OPENING ---yl
r MAX WIDTH
SECTION A -A
INTEGRAL FIN (LF�J FRAtriE SECTIONS T �INSIDE
Elm
47
2.946
I HIGH
SILL12.3130
L1 W
49 HIGH SILL 4B LOW SILL HEAD
68 2.710'
I.F. FRAME
_ 2 ourslD=_ � !
1 bL 1 (LOW SILL)
SEE NOTE ABOVE
nULTRALIFT
12 ONLY
1 (HIGH SILL)
�1 ULTRALIFT
5 s 11
SECTION C-C
USE
IT
* ; No. 55705
9
p' 1-.
�,��'•._ s Teo
A. LYNN MILLER. P.E.
-,�=::=
a Y =1.:- l
'!-Q.
If_2784 -
3fi3
O FLANGE FRAME HEAD
#4002A. 6063T6
O FLANGE FRAME JAMB
#4004, 6063-T5
(USED AS RADIUS TOP HEAD)
830
(D FLANGE FRAME SILL (LOW)
#4003C, 55003T6
--{ 1.3422.279--t'T7}IIp
.062 I .jtI55 I T
062
Z1 FIXED MEETING RAIL P3 SASH TOP RAIL
#4054A, 6063HD-TON, #4... , W83HS-TB
69 FLANGE FRAME SILL (HIGH)
#4050A. 6063-T6
2.838
062
68 SASH BOTTOM RAIL (HIGH)
#4051A,;6063T5
(vpaso-iwo
CERLOFAUT1.tlA]BG
SEALANT ALONG ENTIRE JOINT
II I.F. FRAME
II�NLI
011
WELD
ALONG
SCREW
BOSS (2)
SEAASKET � \
• ATT HEAD HEAD GGA SILL \Vf
1 I"'-7.513�j!� .T36 I
I ��n 092 A90 r.040 I /
—':., Y_ '' 1 �_1. ... ViEWD-D -,..:.-._ VIEV✓E-E.; - I
f (1/i 8 VIEW HEAD & SILL, RADIUS TOP SILL/ (RADIUS TOP HEAD ONLY)
0SASH STOP 17 SASH STOP COVER _ FRAME CORNER CONSTRUCTION _
#4025, 6063T6 94053,6063-T6 050
t.165 r ,678
2.326—I 4 1.096TI�
�(0621' j49 O GLAZING BEAD, 5/16"
41 #40393,6063T5
1.979
062 I SASH SIDE RAIL
+ 31 #400e, 6063r5
050
1.098+�{
O GLAZING BEAD 7/16"
i14222, 6063T5
.678
050
1.715�1
45 GLAZING BEAD, 7l16°
0985C, 6083T5
(USED W/GRILL KIT)
.ens
1.0981T
GLAZING BEAD, 5/16"
`j k40448. BG03T5 I
• (USEDIN/GRILL KIT) I.
.68��I,f_S50
1.097
O GLAZING BEAD 13116" IG
#4087, 6063T5
sN7m I HaH I 7 4'ft I 404020
ONY LYNry�'.,.
! No. 58705 .P
slflreo
58705
ANCHOR
QUANTRIE5
FOR
111 FLANGED
WINDOWS
TABLE 5.
ANCHORAGE NOTES:
" ,1. ANCHOR TYPES. 1.- 1/4' ELCO ULTRACONS OR#12
_
f, SCREWS -INTO METAL
HEIGHT .., -,.
SUBSTRATE,
-2B.6031
'
-^34:603
`--j3603;
�_46603
-^.52.603'
56.603
64603
476000.
I' 2-114'ELCO SS4 CRETE-FLEX
ANCHOR TYPE
-: 3-#12 SCREWS
! 2 ANCHOR LOCATIONS AREGASED ON THE
N U
D1 O
1 0
O
�! O
O
N'O
'•I U
O
U
O
N O
V
N O
U
O
r
N O
U.
N O`
LJ
O
.
N O
U
r O`
U
ONO
U
O
O
N:O
U
N O
U
O
GLASS^
O
WINDOW
I
,,.1'y
O>
U
N pp
T U
L,
I' U
I
Y U
pp
.. U
U
O
U
:I U
pp
V
I U
t• O
t U
U
U
U
FOLLOWING DIMENSIONS. "
WIDTH};.cTWE,
.
a.0
r�c'5..6
1
.;H
;g
,..
-...
y-3.,.
!
3-
_"'
_.
-'I,
-
,-1-'
MEAD-181/2'MAX.FROMTOPAORNERS'
'JAMBS- 1712' MAX FROM TOP CORNERS
'
C,D E;F G,
-1
1
1-'
'1
1
1-'-1'
1
ILI
11
'1
1
�1'
'1
1
1
b_
-.9
4
1
'_7_
H,I,J,KL
1!2
1'1
111
7;2
1 1
1!2
2!2
t'2
2 2
2�2
2 2
2�2
2;2
2:2
2'22
2
2 2
2 2
2',2
2,2
2.2
2 3
2,2
3j3
IT MAX. FROM BOTTOM CORNERS
19.125
S' MAX. BELOW MTG. RAIL
1
1
1
1
1
1
1
1
1
1
1
1
ABM
1
1
1
1
1
1
1
.,...
1
1•
1
...,-...
1
....
_
.1
_....
..
....
......
..
_....
..._
SILL -ANCHORS NOT REQUIRED
ii-i-
1121,11
1
�1,,
1 1
L2
2;2112222!2
4
22222:2
2 2
222;222
2,2
212
2122,2
2 32123.3
3. INSTALL PER THE ADJACENT TABLE ANCHOR
1
1
1,
1
1
1
1
1
1
1
1
1
1
C,D,E,F,G,
1 _
-1
7
1
1
1
1
1
1
_,
12
___
__
___
_
.1
. _
..__._•_.
QUANTITIES G THE DIMENSIONAL CRITERIAO
ES USING F
2.
_ _
213
2 2
H,4J,KL
1i2
1-.1
1i2
1i2
1.2
112
2!2
1 2
212
2.2
2',2
2j2
2!2
212
2.2
2'u
2,2
2 2
2,3
3;3
2`2
313
NOTE
24.000
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
1,
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
._ 1
1
1 , ..
1
1
. -
1
AB.M
1,2
4i1
1�2
1,2
1 2
_
11222
1 2
2;2
_
2'2
2�°
_
212
•_
2i2
2 2
2i2
_
213
92
._
2 2
213
212
2 3
313
2j2
3'3
FLANGED WINGOWS. INTEGRAL FIN DIMENSIONS
ARE VLESS.''
C,D EFG,
1
1
1
1
I
]
1
1
1
1
1?
1,11
1
21
1_I
1
2
1
1
2
1
1
1
.,
9;a2
1 <
212
28.1
2
ql2
2 3
1,2
2s3
- '
1
4.3
610
c 2'
Jia'-_
3:2
�.
'4i3
3
4,A
,. 5. DE; PRESSURE LIMITATIONSt,
-320
. _
-'t '
1
1
111-3
1
1-
7
' t
7
1
1
1
1-
SIZE BLOCKS OFTHEADJACENT TABLEWITHA
AgM_,,
1
;2
1
112
1 .
2 2
1
__
2j3
t
1,2
1
22
_
2,3
1
112
4;,3
..-.
2
213
3;3
2(2
3
,..-----BOLD
314
3j2
3 3
3�
&3
4 4
ITALICIZED VALUE ABOVE THEM, INDICATEA
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
1
1
1
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
L
2-
112
212
2'3
I
1;2
-
2;3
2 3
2(2
3
2t3
212
2
—
13
2 3
213
-•-
314
213
33
3'4
313
-
314
—_
315
_
3;3
4,4
MAXIMUM DESIGNPRESSUREFORTHE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
37000
1- SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
1
1
1
1
1
1
2
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
A,6,M
2i21.2
2i2
2'3
1 2
2i3
2;3
2
t
213
2j3
2 2
2!3
,3
2 3
2'3
3.4
23
3,3
3i4
3 3
3,4
3 5
33
414
REQUIREMENTS.
PSF
79
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
2
2
2
2
40.00p
H,I,J,K,L
2 2
,1:2
2I2
213
2;2
2 3
2i3
2.2
2 3
2I3
2,3
213
214
2 3
3!3
314
213
3i4
3 5
3 3
3.4
4 5
3 3
44
TABLE KEY:
MNL PSF
(DP LINKED) 11B
HEAD 2
AgM
2
2 2
2
1 2
2
2t2
2
2i3
2
2 2
2
213
2
213
2
2 2
2
213
2
213
2
2;3
2_
2i3
2
2 4
2
2 3
2
3 3
2
314
2
2 3
2
314
2
315
2
3 3
2
3;4
2
415
2
313
2
414
44.OD0
PSF
79
C,D,E,F,L
HI,J,K,L
2
2 2
2
}.. r,
212
2 _.._.._
2!2
2
213
2
212
2
_
2�3
2
2'3
2
_ _:.._'",
2 2
2
3'3
2
_ _.
2T4
2
____._t_
2.3
2
313
2
_.
3 4
2
213
2
313
2 2
..._, r
34 Z3
2: ..
3'4
2
........
315
2 ....._
3 3
2
314
2
_.
4(5
2
314
2
_,5
bj5
JAMS ABOVE 2 3
2
2
2
2
2
2
2
2
2 1
2
2
2
2
2
2
2 2
2
2
2
2
2
2
2
AB,M
2 2
2,2
2i2
213
2.2
2 3.2'.32
2
Jj3
2;4
—
2i3
3,3
3 4.2
A3
3^k42.3
3;4
3,5
3,3
314
4,5
3 4
4;5
. ',hffG. RAIL ?ROD ct XBV15FD-
I.i JAMB BELOW' u.Fa48s i;•
k, wme cram 8
MTG. RAIL ncmNm DU30.0
OP)
:oD
PSF
79
79
_- .e•..
.
_ ., .,—
:.. -
-
,.�,...,.-
H,LJ,KL
2
2 2
2
2 2
2
2 2
2
213
2
2 2
2
2i3
2
3.4
2
2 3
2'
3 3
2
3(4
2
2I3
2
3i4
2
3,4
2
2;3
2
314
2
3�5
2
3�3
2
3�4
3
3 5
2
3 3
2
4;5
3
4i6
2
3t4
2
55
(FULL n.
FIE/1D 2 I"�''peticflod'Kr
AgM
2
2
. __
2
._ 2
_ _. 2
2
___
2
,
2
._,_.
`2 j
2
2
2
2
_._.
2
_.
2
2
2
-_
3j3
2
- -
3',4
3
3 5
2
__
3!3
2
_.._
415
3 _
4i6
2
__
3i4
2
515
2 2
212
2 2
213
2.2
2i3
3i4
213
3�3
314
2:3
3.4
3I4
2 3
314
3'5
JAMB ABOVE 2,3
MTG. RAIL ..........
OLYNry// OI
JANB BELOW
PSF
72
79
79
C,D,E,F,G,
2
2
2
2
-2
2
2
2
2
2
2
2
3
2
2_
3
2
2
3
2
3
3-- - 2
..3..
53.125
H,L K,L
2 2
2;2
2 2
2 3
2 2
2 3
314
2.3
314
314
2 3
3 4
3 4
3?3
3,4
315
3;3
4 4
4 6
3!4
4,5
4,8 3=4
5 6
MTG. RNL ?:
SEE TABLE 1 FORS8705 -
2
2
2
2
2
2
2.
2
3
2
2
3
2
2
3
2
2
3 1 2
3
AB,M
2
2 2
2
2.2
2
2 2
2
2 3
2 2
2 3
3'4
2 3
3!4
3 4
2'3
3,4
3 4
3 3
3'4
3;5
3,3
__
4 4
._.._.
4'',5
..
3.3
.._
4'5
_ - ... _.
416 314
_..
415
FULL DP - : /;
-v'�}'
A'. D1,
iNOIECtPlGt°G WUJE
CERT..FA°m.maxm
wrmcxrmsan
nxrz,mswrn
w
°i�`
ANCHORAGE SPACING, 1/1 WINDOWS
;o 9TATE
?�1A •.,A70RIDP, �A?`
S/ON�L�BNG`��
ALYNN
.
FLP.E.#59705
ALUM. SINGLE HUNG WINDOW, IMPACT
.:
Jfl
061J8rf7
G
NO CIWJGE9 TH199NEEI.
9ry74•J'
NTS
B1`
B a 11
murex.
4000-20
RF
G
m,^
PX
mr-m>nwwm,as.,xc.
•72 W
JJ.
TlIG97 -
ANCHOR
QUANTITIES
FOR
STANDARD
VIEW AND
RADIUS TOP
FLANGED
WINDOWS
TABLE6.
ANCHORAGE NOTES:
I.,ANCHORTYPES; 1-1/4-ELCOULTRACONSOR012.
SCR
-SCREWS. INTO METAL
2 - 1/4'ELCOSS4 CRETE-FUFX
3 #1i SCREWS
7
WINDOW
HEIGHT
'-j-'--'44i655,1
;1,'�527155��
--'59:65U-t-
67.155
44.6551
`76.000"s
il.ANCHOR
,.z
io
--i7ol
70
N
��'
-1, 0
0
�t
0
m
"
'o
io
'4
0
'0�
o
�b
'q
0,0
Ro"
z
Flo
TYPE
�ANCHOR'LOCAT)ONSARJ ED ON THE
DIMENSION,
�qr
L�L 181/23. FROM TOP CORNERS ._'
JAMBS - 17112'MAX FROM TOP CORNERS
IS- MAX. FROM BOTTOM CORNERS
S'MAX BELOW MTG. PAL
SILL- ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
GUAN ITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
WINDOW
"WOTH7
-:TYPE
19.125
C.D.E.F.G
H,I,J.K.L
11-1121iikll
212
2%1
2%
2'!
212
2l2
2�;12
3:2
i!2
3;2
32
22
A.B,M
ril'
r1l -1
1 112't21211
-
2i2
1
j'21-2
1,
21242
2
2,2
2
21-1
2l2
2;2k%12%
21'21
212
3 2
2T2
32
312.22
31
PSF J
79 1
C�l
-212
-i�
121 -21311213'212�2
24.000
;'E :K
j
12,
1
2ii
2;
1 F1
111
ii2
2
212
2 2
31213
2
3;2
3
32
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE I'LESS.
S. DESIGN PRE tWjAE LIMITATIONSt.'
SRE BLOCKS OF THE ADJACENT TABLE
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN SOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
B. SEE NOTE 4. SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
1
TABLE KEY:
MAX PSF
HEAD 3
JAMB ABOVE 3 3
MTG. RAILn. I •'DD,.0
I pi�(
ABOVE 2'2
mm
VL
yo.
MTG. RAIL
Z No.55705
SEETABLE2FOR
FULL DP
0 /77-
VIEW �%4u,
..O.R
IMPACT 11
A. 'r P.E.
41 FL P.E.#L8705 ......
A.B.M
I
Ill
1
'2
1
2'2
2 2
1
17'11
4
2
2 2
1
1
2 12
1
2.i
2 k
2'2
1
-
2121
12
2
i
j
-21312131�2
3�2!21
1
12"
213
'32.000
PSF
68
77
77
-'l
A 41
25 Z Z 12
2' 1 '13
3� 212
2
3; 31 3�2 3"31
1�4
3,312 2: 3, 3
G
H.I.J.K,L
1 #11
I
1,,,
I I
2i2
- - -
�2 2 2
2,2 2�2
4 I 31371',;124!�3
"
3
'-z�
4 3
r
413
2
-1
-
4 3
4,3
A.B.M
-1
IN
1
-
17
1 1
2 -,
2 23
2
1
2t3
1 1
2:i
1
-
212
2
. r
i,13
1
T
i.d
-� 1-il
i
-A31 i 1F2
il7fi�
3"i
4 -
�3
I--j
2
3 2
4,3
413
1
3,2
4; 3.
37.000
PSF
59
79
1
—
CO.E.F.G,
I
1
1
t67
1611
22
212
2 2
2! 2
2
- -
2 ilij
_i
2
_i Fj
2
3ij
if 21
3 l�-3
2
3; 31
3
313
2
41 31
3221
1
31 21
3%
2-F--r
2
1
3 2
2
4
312
2
4 3
A,BM
1
-
111
222
1
2 1 2
1
2 i
i�
2ij
2! i
1 2
if �j
3�i i
2:
3
3 231
1
1
31
3
2
2
i,
Y-i
16
13i
413
i1i
3 1 i
�2
2
1
1 [2
2
1 4:
-117,
40.000
PSF
54
79
62
79
R2
O'D .E,F.G.
Il
2
2
2
2
-21-2
2
-
-jf2
2
722 2�2%32?1
2r2
2
V3
2
2.2
2
2
IS
T23
313
2
1
3�3
2
2
3
3
2
4z
2
2
3
2
313
2
4914
2
4
2
2
-T-
3T3
3 T 3
2
413
2
4'4
2
-
3t3
2
--
5:3
HI:
AS.M
I F1
2 F2
21 Z21
7.
12
2
2
2
2
_3
2-
47� 3
3
3T3
4�3
2
il -i
3 ' 3
[4'4
3 -3
4� 3
4 '4
2
l
33
3 3
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2
417�
2
3 3
513
44.000
tj�,-
PSF
49
79
56
79
1
79
79�
,G L
RE F G,
F
K
H,I,J:K:L
2
1111111
2
2
1111212
2
1 2
_j:2
2
2
2 2
2;
2
3�i
i �iji%
3 24IJ
1
1 2
3
1
2
T-2
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2
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2
Z, 3142r413%
2
3 3
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, 3
3 54
3:3�5'
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A.S.M
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2
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2
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1
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2,;
-ri
2
i7i
3; 3.3
4
213
2
3!�14�4
2
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4j4t-3;3
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.4
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3!3 141314
4
2
-3
IJ
48.000
PST
45
74
51
74
79
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D,E,F,G.
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H K
H,I,J.K.L
2
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11:2
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2
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2
ji
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132
J41
2
3
3f 3
I
2
3 3
3
3
4.4
2
3 314
2
4
2
4'4j3'
2
.3
2
4 4
3
414
2
4, 13
2
.... 4
51
1�3
:-4
2
3
1 2 -
5f4
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. .
2
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2
17-1
2
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2
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2
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53.125
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1 67
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79
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T
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HOR4GE
31
B: �
5
- . - 4
5 42
SPACING, STANDARD
ALUM. SINGLE
HUNG WINDOW,
DES Tiffs
S
s—
NTS
1
9 - 11
FK 7101W
JTJ
I
ANCHOR QUANTITIES
ABOVE MEETING RAIL HEAD & JAMBS
CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7.
'
= - WINDOW HEIGHLMNUS.BASH
HEGHT FROMTABLE 8.,
SU8?'1RATE:
-47:125
=22668 1
1> 28:211
;'33,754
•.39.296 I'
44,839
50.382 •
ANCHOR TYPE
a
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24.000.
D,E,F,J,
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1
1
1
1
1
1
1
2
1
2
1
2
1
2
1
2'
1
2
1
2
1
2
1
3
1
3
1
2
.1
3
1
3
1,
2
1
3
1
1
3
1
3
1
3
1
3
1
4
32000
K.L
,1
j-
1
2
2
2
3
2
3'
3
3
3
1
3
1
2
I 1
?
4
1
3
1
4
1
4
i
3
1
4
1
5
1
3
1
PSF
79
37.030
QE,RA
K,L'
1
j
1
j
1
1
2
2
1
2
2
_
-
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1
2
2
3
2
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_ 1 2
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1, 2
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;-; 1 9
.-.._
1 4 34
2 1
4 4
2
5
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2
5
2
PSF
79
79
79
40.ODO •
t ''7!P.PF
D,E,FA
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2
.
79-.
2
1
<
r76
2
2
2
2
2
79
2
3-
=.
2
2 2
4 3
— =
2
4
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2 2 I 2
M1 a
_
'1 12 �.
l 4 3 5
2
1 4
2
A
2
O
2 2 I .2
5 8
'
2
79
2
77
3
79-.
44.000
D,B,F,J,
K,L
2
1
2
..1.
2
2
2
2
2
2
J
2
3..
2
2
.4
2
.4 ..
2
4
2
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2
8
2
5..
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2
-3
2
5
2
5....4
2
2
-.5
2
5
2
4
2
6
1
2..2.._
3
PSF
7d
79
70
79
79
71
79
73
76
48.000
D,E,F,J,
K,L
2
2
2
2
2
2
2
3
2
2
4
2
2
5
2
4
2
5
3
5
2
4
2
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3
5
22
4
8
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2
5
2
6
1
1
1
2
2
2
3
3
4
PSF
71
79
63
71
79
64
74
66
j
69
69
53.125
D,E,F,J,
K,L
2
2
2
2
2
2
3
2
3
2
3
2
4
3
3
5
2
4
3
5
3
8
2
5
3
3
6
2 3
5 7
3
6
2
5
3
7
1
1
1
2
2
2
3
4
6
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLE 8.
SASH HEIGHT
SUBSTRATE.
12.776
1
15.776
18.776
21.776
24.776
27JR6
30.776
31.106
ANCHOR TYPE.
0
n0
Hg^0
o
z�z0o
u
��a�N8�3N$"��3^'g"���"$N3-"g"8`8"g"8`8"g"8�8
0
D
z
o
zr+0
0
0
z
0
z�?0
o u
z
0
P,o
u
z
0
I"0
0 0 0
z zm0
0
0
z
0
2m
0
u
z
0
z
WINDOW
WOTH
10.125
1
.1
1
2
1
2
2
1
2
2 2
2
2
2
2
2 2_ 2
2
2
2
2
2
2
24. Y _.
.2_
:2,
'2
2
2
2 � 2
2
2
.2
2
2 2'`•
3
2-
3
2
2 1
"32.000
2
1
2
2
2
3"
"2'
1 2
3 1 2
1 3
3
2
3
3'"- 2- ' 3
4
2
3
4
2
3
79
37.000
2 1 2
2
2 2
3 2 3
3 2 3
3 3 3
3 3 3
4 3 3
4 3 4
74
40.000
2 2 2
2
2
2
3 2 3
3 2 3
1 3 1 3 13
4 3 3
4 3 4
4 3 4
68
7B
44.000
2 2 2
2
2
2
3
2 3
3 3 3
4 3 3
4 3 4
5 3 4
5 3 4
03
72
48.000
2
2 2
2
2
2
3
2 3
4 3 3
4, 3 4
4 3 4
5 3 4
5 3 4
73
5B
66
72
53A25
2
2 2
2
2
2
3
3 3
4 3 4
1 4 1 3 4
1 5 3 1 4
5 3 5
5 1 3 1 5
J'N,'VENICE�FLN]16 v,
f T.OFAUW.AC'LB
ANCHORAGE NOTES:
1..ANCH0RTYPES: 1-.1/4-ELCOULTRACONSOR_02
SCREWS INTO METAL 2-1 -ELOO SS4CRETE-ELEX --
'3 #12 SCREWS `
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING, I
DIMENSIONS: " -
•.HEADT181/2 MAX. FROM CORNERS .
JAMBS-17 ?2" MAXI FROM TOP CORNERS , t.,,' K .
11 12- MAX ABOVE THE .MEETING RAIL
IF MAX. BELOW MTG. RAIL
15' MAX. FROM BOTTOM CORNERS
SILL - ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND B. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETINGRAIL AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 125/8' MIN. TO 38' MAX.
5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
1' LF,SS.
5. DESIGN -PRESSURE LWJTATIONS:
SIZE BLOCKS' OF THE ADJACENT TABLE WITH A BOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE RESPECTIVE SIZE AND GLASS
TYPE IS AVAILABLE.
7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS.
TABLE 7. KEY:
MAX.PSF SEETABLE3FOR
(DP LMTED) 112 FULL OP
HEAD 2
JN%JB ABOVE 2
MTG. RAIL
(FULL DP)
HEAD 2
JAMB ABOVE �4
MTG. R.AJL 4,
TABLE 8. KEY: PRDDIJ4K VISM
.,Ili, Ftmds _
MAX PSF Bvi1L'¢g CVde
aeeu�-, Noi-0630.Dg
(DP LM4TED) 112 Al Dxc ,�Z1
JANS BELOWI 2 By
MTG. RAIL MiaP Deaeaw194
FULL DP 1�' CeN �( '
JAMBBELOW e2 vS',+` U
MTG. RAIL No. 58]05 -
SEE TAB[ E3FOR*_
FULL OP i'D ', i l'1 Q',
A.
I I - " I 3I I NTS-1 10 • 11 1 4040-20 1 G I FL KEN 58705 I
EXTERIOR IMERIORC> NOTES:7 FOR CONCRETE APPLICATIONS IN MIAMI-DARE COUNTY,, USE ONLYMIAMI-DARE COUNTY
_ _ 1314 MIN EDGE ,WQO�ANCHOR yy. �:
°'Y ULTRAC'ON ANCHOR)' - t,; _(ALLHEADANDSILLDETAILS) APPROVEDI/41ELCOULTRACONSOR•i!4'SS4CRETE-FLEX. MINIMUM DIST[NCE FROM.-'
--
K";-2-72',MIN EDGE-�' CONCRETE ANCHCAfOR 1-ANCHOR TO CONCRETE EDGE IS I3l4'FOR ULTRACONSIMO CONC 212 E.D.
"T' .`•.. ', .(CREfEFLFJ(ANCHtl n �(SEE.NOTE.183), 2z WOOU-BUCK „y 1 TAN,(N EDGE ULTRACONS AND CRETEFLEX INTO'CMU AND CRET,EFIEXINTO CONC x.-
t J '(SEENOTE 3)� Y 2FORWO00 APPLIOATIONSIN MIAMhOADECOONiYUSEk12 STEECSCREWS(GS)�-,
1Cd°.SS4 CRETELFLEX FOR bETAILSB BDOR 0131'bx212'COMMQN NAILS (Fi$S7 NL CM
335 K51 y„w 1,� se 1;S437Z(8d))Bd PENNY•SS,ZINCCOATEDCOMMON NAILS �TYPEI SMEI,O-FIN MOUNTED_{ /.'
CONC E ONLY (SEE DETAILS E, F AND G THIS SHEET) -
,
OOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE'AS IX ARE BUCKS WHOSE.
8:- .
OPTION to p iLB TWOTAL THICKNESS IS LESS THAN 112'. iX WOOD BUCK$ARE OPTIONAL IF UNIT CAN BE -
WOOD CK ••� MIN' INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
(SEE NOT )' — �- 112'-THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
)q• ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION:
MAX, MAXt4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MI NIMU M STRENGTH OF
SHIM SHIM 6063-T5 AND A MINIMUM OF I/8"THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS,.
D LA DETAIL THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.W5'
THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
1J4- MIN. EDGE(ULTRACON INTO CONIC.) WOODBUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL - -
1-1l4'N.IN.EOGE(CMU) ENGAGEMENT INTO THE METAL. IF THESE CRTTERIAARE MET, THE RESPECTIVE DESIGN
t3+g.r.•N_�DGESCOLC` I 2-12 MIN EDGE (ULTJCRETEFLEXINTO CMU BCRETEFLEXINTOOCI`C) PRFSSURESANDANCHORAGESPACINGFORULTRACONSMAVBEUSED-
'•P -/. i. �;,'� a :.e, ',yEe m �• �._. 1318 1-%*'[ )-u5-ANCHORS ARE'NOT REQUIRED AT THE SILL- OFFLAWED UNITS. --
1/4'MAX, SHIM 3 ^^ "-' - - , 'B:YL'ATEADAh H HCRS, WHERE REQUIRED, MUST HAVE#12'TRIMFIT HEADS. ~ Y
° MIN. 7.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
/ 1(4'MAX.SHIM� O CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CONCRETE ANCHOR, t'MIN EDGE FLORIDA BUILDING CODE.
FH BELOW MEETING
RAIL (SEE NOTE 2) WOOD ANCHOR,
FH BELOW MEETING
3.35 KSI MIN. CONCRETE: RAIL. (SEE NOTE 2)
OR 1.5 KSI MIN. CMU
INTERIOR
(ALL JAMB DETAILS)
1x BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR
CMU SUBSTRATE (SEE NOTE 3) -
DETAIL C DETAIL D V
TYPICAL FLANGED JAMB ANCHORAGE
114• 5/8'MIN. EDGE
2-12'EMBEDMENT IMAX, lw
SHIM WOOD FRAME MAX.
O WOOD FRAME .. ._ _SHIM} .
513'MIN FuGE xa�Ucr rzFFVI5E1: .
-?131^OIA MIN.
X 212• NAIL, 9miJwy Ca4e
2.12• EM EDMEM AT CORNERS / } AaeF�mw No I -06 0.08
.131"DIA. MIN. "on Dm` r r�•I
x 212'NAI L, I AND S'O.C. WOOD FRAME --
Oy
AT CORNERS humf nie rodxL
AND S'O.C.' 6/8'MIN. EDGE ����uury
L.131- x2l/2A MIN. 6 `.z� L,1Y N
1!a• } x212'NAIL. o .... y
AT CORNERS t1A.'' ocev
SHIM AND S°O.C, 2-12'EMBEDMENT
DETAILF, (HEAD) ) _ # No. 56Tos •.
DETAIL E (JAMB) DETAIL G, (SILL) • *_
TYPICAL INTEGRAL FIN ANCHORAGE p'. ,2•z Q•
EOF I•25�
INOWCHNOLWTMINE i��(LS';A(ORIDA,.�
N. VExItEfLNTs ANCHORAGE DETAILS
I.so-lwo ALUM. SINGLE HUNG WINDOW, IMPACT I ENV••
q; 4t MR FFAVlx.Ed
JR 080 17 O REVISED TD A4ITCNNEW4D17FBCANpIORAGE y`ym,e F.w re o..mr r ALVNF��IL�ft, P.E.
°F °'� O1Y °Ye - wnw,rsnE's m 'X srlmo NTS 11 a 11 .4040-20 G FL P.E.#58T05
FX 5�1,1/5 J.J. 22397 ,
MIAMJ-DADE COUNTY
PRODUCT CONTROL SECTION
IT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
CODE ADMINISTRATION DIVISION T (786) 315-2590 P (786) 315-2599
OF ACCEPTANCE (NOA) www.miamidade.eovlecontimy
PGT.Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE: t k
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.ased in Miami Dade County and other areas where allowed by the Authority
Haz iing-lurisdiction (AHJ).
ThisiNOA 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,:riglittto have this product or -material tested for quality assurance purposes. If this product or material
fail ytQ perform in the accepted iS anner, 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.
13E1Z reserves the right to revoke,this acceptance, if it is determined by Miami —Dade County Product Control
Section` i this product or material fails to.meet the requirements of the applicable building code.
T$is`product is approved a ly with the Florida Building
Code: indludine the H' - Velocity Hurricane Zone.
tIPTION: Serie `-701/720/820" Aluminum Fixed
AI, DOCUMENT. 17rawing o. . , e Fixed Window Installation Guidelines",
ough 1.1 of 11, dated 04/12/13, with revision C dated 06106!17, prepared by manufacturer, signed
by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
otice of Acceptance number and exp;rar;n lnte by the ivtiami-Dade County Product Control
IMPACT W11,TING Large and Small Missile Impact Resistant
G: Each units `° a permanent label w!th the marrfia a or logo, city, state,
s, and following 'statement: "Miami -Dade County Product Control Approved", unless otherwise
1.
L of this NOA shall'be considered after a renewal application has been filed_and-there has been
p the applicable builing code. negatively affecting the performance of this product.
LT'ION of this NOA will occur after the expiration date or if there has been a revision or change
rials, use, and/or manufacture of the product or process. Mi'stise, of this NOA as an endorsement
net, for sales, advertising or any other purposes shall autornatically terminate this NOA. Failure
rith any section of this NOA shall be cause for termination and removal of NOA.
SEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
f the expiration date may be displayed in advertising literature. If any portion of the NOA, is
hen it shall be done inuts entirety.
;ON: A copy of this'- entire NOA shall be provided to the user by the manufacturer or • its
and shall be available'f it inspection at the job site at the request of the Building Official.
-evises NOA# 16-0620.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
-oval document mentiohed above.
ed documentation was reviewed by Jorge 1VL Plasencia, PX,
NOA No. 17-0614.11
iExpiration Date: February19, 2019
1140 c 1r7 Approval Date: October 12, 2017
Page 1
4idflAdust'. 'Inc.
Fles,
NOTICE OF ACCEPTANCE: XTCu VxI"VXT
A. > DRAWINGS
Manufacturer's die drawings and sections.
(Submitted under NOA No. 03-1105. 01)
Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of4l, dated 04/12/13, with revision.' C dated 06/06/17, prepared by
manufacturer, signed gned and sealed by Anthony Lynn Miller, P.E.
R! , -,ATESTS
q
�Vf. 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
7) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass d6or,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, dinaseal" spacer system, Super Spacer® NXTTm spacer system and XL
'EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Rer-)o'hs No. FTL-8717, FT1,8968 and YrL-8970, dated 11/16/15,
06/07/16 and 06A02116 respectively, all signed and"sealed by Idahnis Ortega, P.B.
(Submitted. una&previous NOA No. 1,6-0629.14)
2., Test report,; 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 marV&d-up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, datcd"W/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted unde NOA No. 13-0502.03)
.1"'. Test reports on:.,,b Air Infiltration Test per FBC, TAS 202-94
.-2) Unifbrm Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC; TAS 202-94
r; "1 4) Large Missile Impact Test per FBG TAS 201-94
5) Cyclic Wind Pressure Loading pitr F$C, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, preparea by Fenestration Testing Laboratoft, Inc., Test Reports No.
FTL-3835 and F-TL-3850, dated 07/18/03 and 07/31103 respectively, all signed and
sealed by JosepikC. Chan, P.E.
(Submittedun rNOANo.03-1105.01)
ey
-0
orge M. Plasenda, P.E.
Product Control Unit Supervisor
NOA No. 17-0614.11
:Expiration Date: February 19, 2019
Approval Date: October I2,267
i
I.
PGT Industries. Inc. r
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5m
Edition (2014) and FBC-6` Edition (2017), dated 09/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn I filler, P.E.
''2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
Miami -Dade Department of Regulatory and Economic Resources (RER).
E. 'MATERIAL CERT114CATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
t expiring on 07/08119. 1
2: Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on .
07/04/18.
3: TREMCO Part' 40. TR-14271E EPDM exterior glazing gasket complying with -the,
following:
m=•. a) ASTM C864Specification for Dense Elastomeric ;Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
1. Elastomers- Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS
158°F.
d) ASTIvi D 624:Test Method for Tear Strength of:Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/ in.
t..
Sorge M. Plasencia, P.E.
P uct Control Unit Supervisor
NOA No. 17-0614. 11
lEspiration Date: February 19, 2019
Approval Date: October 12, 2017
E-2
y
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5" Edition (2014) and FBC-6"' Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter. of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control, Section, dated 11/09/16, signed
='% " by Manuel Perez, P.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03109/16, signed
by Ishaq Chan&, P.E.
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA No.13-0502.03)
6: Laboratory compliance letter for Test Reports No. 'FTL-3835 and FTL-3850, dated
07/18/03 and 07731/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted tinder NOA No. 03-1105.01)
G. OTHERS "
1 Notice of Acceptance No. 16-0629.14, issued to PGT..Industries for their Series "PW-
701/720/820" Aluminum Fixed Window— L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
�d
r+p
C7
s�
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-3
HVH2, THE OUTBOARD LITE IL
3) FOR MASONRY APPLICATIC
MIAMI.DADE COUNT! MPROI
USED FOR ANCHOR EVALUAT
CONCRETE MASONRY UNITS,
ANCHORTYPE.
IMPACT -RESISTANT ^ --- PRODOCTSREhIthe
SEDFlorida
.,.. emiaing Code
NOA-No. 17-0614.11
TEDTOCOMPLY V4TH. ]' " " 1 - -- - _.. EKPImmnD 02719l2019
JGCODE, INCLUDINGTHE
." 48 TIP -TO TIPWIDTr, ^-'gB•l6UCKLNphf.
'+ LB BUCKWrOiH' Mlam do Produet Control
4TBUCKWIOTH .,..�.I {III �,J,II�IL.,.. +—
IBLE
ONSABOVEDOINTHE UGlHT WSDTM QLIGHTWIOTX �II HISHEET9 1 2MAK
EREO, L,-
O•MAX 5'MAX. FSHEET9
3EODUNtt, USE ON B, SHEETS r•-0 SHEETT
ITHER-
ITHERNPINE,ASTM BO
VADi MIN. KSI PER i � I I
A
C E,SHEET6 E, SHE B
4) ALLWOOD BUCK3 LESS THAN I-IWTHICK ARE TO BE CONSID RED A I SHEEi6l 85 SHEET) SHEET) G, SHEET G, HEFTS JR-OBw6/i]- UPDATE
D
SHEET BULK I 9fi' 1
IX INSTALLATIONS. IX WOOD BUCKS PRE OPTIONAL IF,UN1 IS HEICAT d JY } BUCK T I B ANCHORAGE TO FBC 201Z
INSTALLEDDIRECTLY TO SUBSTMTC. WOOD BUCKS DEPICTED 2X HEIGHT
----'-
AREIlITTHICKORGRFATER.IXANO2XBULKS OMIEN USED — -- T g3.1/q^
BE DESIONEDTO PROPERLYTRANSFEF LUAOSTO THE STRU E ( 32-114" / / VISIBLE.
54 OD BUCK Ot4 ON AND INSTALLATION ISTH9 Rr$f'�vSBILry VI$16LE 2 �L. B3-1HLIGHT
n
MAx
OFTHE ENGINEER,(ECR) OR AAG6lTECT OF RECORD. (AOR) 0•..C, --- �. .LIGHTI )-I6IBLE
1 iT I I
HEICHT I IIGNY
5)ANCHOREMBEDMENTTOBABEM MRIKSHP LSE BEYOND 9w / HEICHT / BUCK
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMSEDME T TIP -TO BUCK W W e
NARROW JOINT SEAlANT15 USED ON PII FOUR CORNERS OFTHE TIP 5"MAx S I HEIGHT K N ? 3
FRAMEINSTALLATION SHINGTRATE R35 OULD WATER ESISTAN:OVERALL HEIGHT _ OC' MI
SE4UNGRLAS SHAD 6DOME FOR WATER RESISTANCE OF
INSTALLATION CHAL BE DONE BVOMERS Alp IS BEYONDMESC PE 1 I I pa rw aN rc Ni
OPMESE INSTRUCTIONS. I 1 — + tD i� W Ni
6)MAX Ile SHIMS ME REWIRED AT EACH ANCHOR LOCATIIX4 WHE r -r ZLL� Fi Z uN�O p,
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USE SHMS CAPABL }T J} 2 MA%.O C. -1} F. SHEETS ZIL =S W
OFTRANSFERRING APPLIED LOAOS.W000 BUCKS, BYOMERS. MUST B-� �- 12'MPX..O.C. D-� Fes'-'' 2.M H, SHEETS U U o ® O
BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ONMEM BY `MAX, SHEETS SHE'cTT ���"I I"� SMAX. O.C. F Z �m tia a
THE WINDOW' TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
w
TVP. FLANGED FRAME a m 2 ZU
q DESIGN PREssuREs: ELEVATION TESTED UN ELEVATION RESTED UNIT) (TESTED UNPR z
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUC'M TLST $ ¢~ < w
PRESSURE, FIRMS ANALYSIS AND GLASS PER ASTM EIEE ` J O
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, FIGURE f W
STRUCTURAUCYCLE TEST PRESSURE, FRAMEANALYSIBAVDC1A53 GUIDE TO SHEETS: 12'O.L, SHAPES AS SHOWN BELOW ORSIMILAR, MAY BEUSEO BY INSCRIBINOMESHPPEWABLOCK W
PERASTME1300. MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.5. `� N rp leays
0. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. GENERAL NOTES................a.-1 u ANCHOR SPACING TO BE 6" MAX FROM CORNERS AND 12" D.C. MAX. FOR ALL CURVED FRAME m z IN
/ ` MEMBERS SEE FIGURE THIS SHEET. 3 r H'
B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS ..,. 1 r Z
GESI NO DETAILS. 2b U
RESIST THE WINOLOAOSCORRESPONOING TOMEREQUIRED DESIGN DESIGN PHE33URE5 2-5 12W. r WIDTH I -^WIDTH �-I I.-WIDTN-- I`WIOTH 'I a >I»6
PRESSURE. THE3 0% STRESS INCREASE HAS NOT BEEN USED IN INSTALLATIONJF C 5-:.. e,4AX /] I --� --- T- 3 Nry
THE-pE61GNU:THIB PRODUCT. WE 1.1 LOAD DURATION FACTOR. WAS-I'.STALLATION, EQUAL LcG T T )
USES FOR CONTACT
WITH
6THEN OISEjMILM ATERJANSHAUL.CHORS THAT INSTALIATIONlINf FWA\� B / = 1�1 �..' HZ
COMEIMOCONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET INSTALLATION, IM FIN 11 ..9'
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORNERASSEMBLY .10 X W RR
CORROSION RESISTANCE. n U
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CODES/ STANDAROS USED:
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.2014 FLORIDA BUILDING CODE (FBCJ 5TH EDITION
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3 1
NOTES'
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SUES NOT SHOWN. ROUND UP TO THE NEKT AVNLABLE SHORT OR LONG DIMENSION.
$) FOR ARCHRECTL'RAL WINDDWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WI IN. -
4) THIS SHEET APPLIES ONLY TO FLANGE AND EGJAL-LEG WINDOWS. DO NOT USE WRH FIN-FRPMED WNDOWS.
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
1-1116-NOM. HORIZONFALLYAS SHOWN.
7116'IAMINATED GLASSSTACK �I V16'LAMINATED LONG
GLASS STACK GLASS STACK SIDE
.09D'SO IMERLAYER 9/16'TEMPERED GLASS 1 3/16'HfAT STIR G9NED GV53 r- LONG SIDE N
3116-HEAT
Yi6'HEAT ETEENGTHENED GIJ,SS 7 1
311P HEATSTRENGTIIENED GLASS STRENGTHENED GLASS T/i6'AIRSPACE A90' SG INTERLAYER SHORT
11 - BADE � -
4 11
..USED AT CURyye�2 ,USEDATCU
FRAME MEMBERS ONI,Y 28 blb' EhkMeMEMBENs ONL� (2H ':5f0'' �{ ti' - - w-}..•. '
®11dIe"OC M1tA%. GLASS BUE Q11-0IS'OA. MAK GVS6BITE lq�"
1-2 12 -'•- LONG SIDE
E%TERIOjI EMERIOR
20 13 a sTe 21 13 SHORT LONG
SIDE 610E
GLASS TYPES GLASS TYPES L
SHORT
SIDE
1
WINDOW EXTERIOR
BULK
HEIGHT
I
2%WOOD DUCKSTRIP.
DCE '
c.� `ORFRAMINOSEE `.'
:. .INSTALLATION
`
INSTALLATION
'
EMBEDMENT
TANCE (:( NdTE2 THIS SHEET..
I✓.. -'-
:3.
A IE:.TY'?EB
`
..._TYPEC
I
hI
-
I✓
EMBED
1XWOODBUCKSTRIP
I 111
A`„ v..: i.
I c... 114 M5X 1s<X\ti iR 5,..., ; ,SEE NOTEQ iHISSHF. s .:' 4 2%'
-EMBEDMENT
' SHIM
I.'I•
ul
TYP ANCHOR TYPE, EMEEDIVENTAND
EDGE
1 !
r EDGE DISTANCE PER SUBSTRATE,
DISTANCE
J-1
EDGE
SEETABIES,THISSHEET
/ �J
\
�•l4'MAK
DISTANCE !•,
/
r
1 SHIM
[
1
1
1
TYP.ANCHORTYPE,
T
EMBEDMENT AND EDGE
— —
t1 DISTANCE PER SUBSTRATE
' GEE TABLE B THIS SHEET
11
USED AT CURVED
EXERIOR \:
29 FRAME MEMBERS CN,.Y
•.•
•"I
(', t1.Ts•. Cc: FVTY ..
._._
i LGo"XNCNORJ"
�J.,-. y-,. MSIBLE LIGHTWIDTH=
l_._
REQUIREMENT
MVOOW BUCK WIDTH
I..
II-
WBI.CK DTH
WWpOW
CPERANCECMV
I
TIP40.TIP WINDOW WIDTH
WINDOW
PER ANCHOR
REQUIREMENTV4•MAXSHIM
I
,�-"
HORIZONTAL SECTION
A -A
STEEL
I
/ / T� 0 G
I�,�
SELF -DRILLING SMS
TABLES
(/
(GSL STHIS SHE e,
HEIGHT= THIS SHEET Anelnr SWetpte Mlrt E4Be Mln. Embetlmenl Max O.C.
wlNoow Oklarma sP,e
BUCK P.T. SoNIrem PiM (8G=0. ) 6 1 12
HEIGHT- Aluminun 8BB3T5 min. 5•
INSTALLATION xfz grata 410 ss screw
2-Y4' Sw
A]661ea1 31L' 0.083" tY
METHOD skel Stw, G, vmm. aa' F%V(16 G.L• iY
WSTALLATIONANCHOR P.T.S0WKm PIno ISG=D.5!N 71 111IY 12'
UNOERNEATHTHE \ Alumauq W6}T5 mh 51V 0063"' 1T
all xalb 6leel6crtw (G5)
BEADING EXTERIOR A3661ee1 316. 0,063"• IT
S6 Fe
410 UekVlpmukE DMV. (ASTM C501 2-1IY 1-tA' 1Y
21 MIAMI-0ADEAPPROVED MULLION V4'Cen L (mk 335R p 1. t31d' IT
(SEE SEPERATE NOAA ALUMINUM. Ce tom a
LYB'
6 STEEL FRAMING OR STEEL STUD. k(2-t? 12'
. -+r. .. E SLBSTRATE PRCPSRTIES. II 31,1 VlVAcon min263Kp 4 1Y
L. ynLi64 CAtD; (ASRI GI5 " 2 Y _ _
trt� '%..: 314' S
{rll4' MAXSR161 Gc cl CMU. ( 35 k H - .,I 1-314• 1P
11 SI1B'S6'el Ultneen pmule4 CMU, 9TM CAp 2dlY 11 1d14' f1Y
• MIN. OF D THREADS BEYOND THE METAL SUBSTRATE.
T
1X WOOD SUCKSTRIP.-UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
SEE NOTE 2, THIS SHEET INSTALLATIONNOTES:
CONCRETE PER 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE
EMBEDMENT ANCHOR DISTANCE LIMITS.
REQUIREMENT 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 1r, ARE BUCKS WHOSE TOTAL M.IWA Nil Fr Mm_F.
THICKNESS IS LESS THAN I-10'. 1K WOOD BUCKS PRE OPTIONAL IF UNIT LAN BE s 6orvw 63 Ma RaMel
.:• INSTALLEDDIRECTLYTOSOUDCONCRETE. W0ODBUCK5DEPICTEDAS'ZKME1-VT alO6amx TORN IKMI
I EDGE TYP. ANCHOR TYPE, EMBEDMENT THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE E. L41a0ri8 I65kN to ka
INSTALLATION T'^ OI EDGE, ENGINEERED BY OTHERS ORASAPPROVED BY AUTHORITY HAVING JURISDICTION. 410 asMw pel ` tzt4 Mel 169Tkal
TYPE B AND EDGE DISTANCE PER - 6RT415AN m 1 Nei 2x m
SUBSTRATE, SEE TABLE fi,TIIS SHEET 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A RUE TO Am 6� 3fi Mel Hit,
VERTICAL SECTION B-B PROVIDE FULL SUPPORT TO THE MNDOW FRAME Dr.m6W61W Sikh 45w
4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MU WON MCA
APPUBS TO WHOLE SYSTEM ,
>
m
a
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3
M
Tn 'ic
slop
p
ry
J m s
w
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6
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STATE 11,U/�
PIORMN
''OS10NAL f-1,1
A. LYNN MILLER, PE,
a
imooDBUCKBTRjP, INSTALLATION
EDGE OR FRAMING SEE I TYPE G
DISTANCE N9iE2 Tj11051EET ' '•
- •..i - - INWOOD I
1 EMBEDMENT " '6EENOTE PR
INSTALLATION'
'TYPE E- EMBEDMEN'�{1 .SHIM 'TYPANCHOf TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE. --
B SEE TABLE 9, THIS SHEET
EDGE,
_ - DISTANCE
e. ... 1/VMAX - \J
Yu]
WINDOW
BUCK
HEIGHT
I
VISIBLE
TYPE.
VDEDGE "—
SUBSTRATEI I1
HIS SHEETFXT�fEIRyIOP.
LY n- �" _ " VISIBLE LII'HT WIDTHe 11
W,II BUCK W9PTH 23w^
r d PER ANCHOR yyINDOW tlUCK IYIUTH
REOUiftEMENT
HORIZONTAL SECTION C-C
U4• MAX: SHIM
TABLE 9:
=Fi ITT/n -
THISSHEET
BUCK
1EIGHT
2J/P INSTALLATION
TYPE H
EXT�ETTRjIOR
MIEE SEPE E APPROVED MULLION
21 O (SEE STEEL FRAMING
MTE NOA), ALUEEL STUD.
B 13FRAh11NG0RSTEERI
- EE BUBSjMTE PROPERTIES.
•^'pp;NCOP'U3T.ETOHFAOSBE'METAL OSTR
CMU'VALUES MAYBE USED PORGROUTCIU APICTONS.UNG
^va•M�ix5Rla1
INSTALLATION NOTES:
IX WOOD BUCKSTRIP„
SEE NOTE 2, THIS SHEET t I. USE ONLY ANCHORS LISTED ON THIS SHEET, FOLLOW EMBEDMENT AND EDGE
aTANCE LIMITS
PRUDUUT REVISED
p 1 with tho Florida
F4LLATIf)N �z B..DEan 9� �„. -
TYPE F N NoMN 17.0614.11
EMBEDMENT
1pr n EAP DN Date02119/2019
6Y •.
f.Miam uct ConuP
EDGE
DIST N E
NO CHANGES THIS SHEET.
CONCRElIICMU W z
PERANCHOR > Z. A 3 -
REQUIREMENT
N
g Wr
9uE.od.
M'm EI
Dielame
Mln. EmCedoe-t
Max -O.COC .
012 or#14410 SS 9CRw
P..5oMRm Firm (SGI
.11
1J10'
11
AMnNIuq Fti'fVTS min
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TW
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IT
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T"w
1.31w
1Y
Alum.,B T5 min.
we
0.0w
12'
. M2a1 0145te.1Scmw(G5)
A359bN
:VB•
0.083••
1T
steel slua, GL 33 mtn.
we-
0,01 IB Oa •
1T
4d'H955 CreteFlen
WgmuteO CMU, NCTM G90)
2-0/Y
1-1IP
12-
CanGele(min.3.35kal)
I.
Iae
IT
tA•B1eN Uwron
Cams(7.2.05W)
P
1314•
1T
Can°mb Umin.2.B5kal
2-iIT
idly
I2'
UrymutM LMII, (ASIM CRC)
2-112'
1-114'
2'
GmWaCMU, A5 )
21IS
1.Ld'
12'
SI1C 61¢el UkrecM
3."Is,
Lcrcl°1° Imlrt W I
1 LJ
1.V4
12'
OmuteB CMU ASTM GB9
: tY!
•. tdla'
ST
D I..
1 + COMMITE PER 2. WOOD BUCKS DEPICTED ON THIS SHEET AS YX•. ARE BUCKS WHOSE TOTAL
EMBEDMENT ••.• ANCHOR THICKNESS IS LESSTH.ANI-14'. 1XWOOD BUCKSAREOPDONAL IFUNDCANBE
- REQUIREMENT INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 'WARE T.IQ•
THICK OR GiEATER. INSTgL1ADON TO THE SUBSTRATE OF MOD BUCKS TO BE
ENGINEERED BY OTHERS OR ASAPPROVED BYAUTHORITY HAVING JURISDICTION.
INSTALLATION I EDGE
TYPE TYP.ANCHOR TYPE, EMBEDMENT 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO
P DISTANCE AND EDGE DISTANCE PER PROVIDE FULL SUPPORTTOTHEWINDOWFRAME.
SUBSTRATE, SEETABLE 9,THIS SHEET -
VERTICAL SECTION p_p 4. IFAPPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA
APPLIES TO WHOLE SYSTEM.
Mp!alel
Min. Fy
MF. F�
3 {10
1Akei
dl.1
k.1
110YY
E CP Uut ®
1S kJ
156k
1T1YY
41055 BE, ut *
12].94a1
1691 kY
SM3l5A1mrJnum
le Yel
UY.1
A3e5IMl
MW
fiO Yel
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33FY
4fi lal
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a
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r
= W Rp
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* No.
A LYNN MILLER PE.
t T
T(P.'PNOR TYPE..;
EPERS BSTRATE �' EM6EDMENi
.DISTANCESEETBLE10, HISSHEE
' -SEE TABLE 10; THIE SHEET
'! INSTALLATION - TYPEI
EXTERIOR
WINDOW
BUCK
HEIGHT
LSIBLE
IGHT
INSTALLATION
TYPE J
28:YJOODSUCI(STRIP
ORFRAMING EEE '
NOTE2 TH SSHEET;;
EDGE
DISTANCE
EDGE
DISTITNCE
IIDTT'TTT
III I
ENBEON.EM 1 I
ONLY
I.
1/4'MAX. SHIM
INSTALLATION
TYPE L
TABLE
—�-{
THIET EDGEDISTANCE
010 STEEL
SELF -DRILLING SMS
(G5), SEE TASLE 10,
ET rl
5c
INSTALLATION � 'a *!
„ I iNSTi
TYPE J-, t ,.
T
Ma MAK • {
SHIf.) -
EDGE DISTANCE —!1
(
RIP ,
1l1I` 2XWOOb BUCX RIP
l2%WOZIDBUCKS
ORFR1HISS AGE
ING
ORFRAMINO,SEE
NOTE 2.7HI5 HFET
NOTE 2, TKS SHEET
TYDGEDI
TE,
STANCE SUBSTRATE..
EDGE DISTANCE PER S UBSTR TE..
SHEET
/_� SEE TABLE 10, iHI55HEET
i
MOWBSIBLE LGHTOW- =
—
N DOWBUOKWDTH-E-YA'
WI�
—
WINDOW 3UCK WIDTH
HORIZONTAL
SECTION E-E
ON
")Fe
pEMBEDMENT
ES:FEEMOR
, .v .
- Am"gemp�e
W. E590
Distance
MU. O.C,
S ci
2A&X.11G' Box Wll
P.T. SwIDen Pme .G=D.fiS
I 5l10'
w
2-142'X.131-Commm NMI=wa.
Pme G=0.55
YB'
S'
2.10 X.145' RmlO NMIWAN
SOPS
YB'
S'
ScmN(G5Ym.(�TS
Pllle SG=0.65
VT
s'Ni0F1'S10N
min&lT365teM
a..
6/14
5"
03
B 2X WOOO BUCKSTRIPI
EXTERIOR
"MIn.OFJ InntPL55murvu lnemuw.euwlnnio
OP. FPAIAINC, BEE
SHEET
J I
-
•
: f-
NOTE2 THIS .. V
WMAXISHIM- MIAM14DPD E APPROVED MLLLION
.. - -.
NSTALLATCn NOTES: .. ;,.._-'•�If'
..-
-
(SEE SEPERATE NDIA). ALUMINUM.
STEEL FRAMING OR STEEL STUD.
i USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT
SEESUBSTRATEPROPERTIES,
AND EDGE BISANCE LINTS.
TAELEIG.THISSHEET
2VVOODBUCKSDEPITE00N WISSHEEf AS'1K',AREBUCKSW405E
YXta1M
MIn F.
Yh F.
TOTALTHICIWE55 Is LESSTHAN LILY. IXN)OD BUCJxSARE OPDONAL
sRa Sutw
vzttl
LID YJ
EDGE015TANCE
IF UNITCAN BE INSTAl1E0OIRECRV TO BOW CONCRETE W000
60u19AF,Nmen
tax.
EYm
BUCKS DEPICTED AS-2X'PRE 1-IQ' THICKORGREATER. INSTALLATION
Ate sIPN
WtY
Yw
TO THE SUBSTRATE OF MOOD BUCKS TO BE ENGINEERED BY OTHERS
I
I iI,.
TYP.ANCHORTYPE,EMBEDMENT
OR AS APPROVED BY AUTHORITY HAVING JUMSDICTON,
EMBEDMENT AND EDGE DISTANCE PER
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHA RE
SUBSTRATE, SEE TABLE 10. THIS SHEET
OF A SIZE TO PROVIDE FULL SUPPORT TO WE WINDOW FRAME.
VERTICAL SECTION F-F
a. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WNDOW OR
MULLION NOAAPPUES TO NMOLE SYSTEM.
the R-Ift
I 1 NO CHANGESWISSHEET. I
6
M
Y
N
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Oq
v
0
w
co
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s
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n�
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♦ dtyY LYNry "I,
NO. SB105 �
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F
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&LYNNMIL ER,PE
PEN.,.
EDGE -
'I DIBTFNCE
r• x '- INSTALLATION
TYPE M
FJ( cR10R
NINDOW
BUCK
HEIGHT
NBISLE
LIGHT
MOIR=
WMOo'N
BUCK
HEIGHT-
24WV
INSTALLATION
TYPE N
OR FRAMING, SEE
INSTALLATION TYPE M
INS
NOTE2 TRIG GREET I
-
�...
F
EMBEORIENT
:-
MAX
I
1X WOOD BULK..TRIP,SEE
2%WOOD SUCKSTRIP
NOTE 2.-Hi55HEET
III
01 FRAMING.SEE
I
NOTE 2, THIS SHEET
TYP.MCNOR TYPE, EMBEOMENTMD
SHIM
ED BSIRATE,
—
SEESABT CEP,TM111S
IJ SEETASUF,11,THISSHEET
USED AT CURVED
209 FPAM.'c CUR% D ONLY
EMBERS
EDGE
DISTANCE
U -
PERANCH
REQUIREMENT
114•AWX.SHm-{--
INSTALLATION
TYPE O
STEEL
SELF -DRILLING EMS
(Isq' SEE TABLE ll,—\
THISSHEET l�
VDOWB CKWOIOTH=y
Ih� WWOOW BUCNNfiDTH-23I6'
WINDOW BUCK WIOTH
HORIZONTAL SECTION G-G
BTANDEOGE
PERSUOBTRATE
EXTERIOR
ROVED VUL N
4'11A%SHIM
R
(SEE 99PEATE NO ALUMINUM.
STEELFR/LINOOftSTEELSTUD.;
SEE SUBSTRATEPROPERTES.
{ scempl>>ing w�N Ne Plori2
'.Ba1101 DOda .
4TION EMBEDMENT { j10A-N .. 17-0674d1
EaplrOb W Data 02119MG1'
I B
/Y V 1' I MYam Da roauce ntnl
I ANCHORAGI] UPDAT®
E TO FBC 201).
EDGE
DISTANCE
I
CONCRETE/CMU
PERANCHOR
REQUIREMENT
EXTERIOR
V
Anchor
Subs t.
a BEd
Min Embedment
.. O.C.
P.T.SMnem PNa SG=DSB
A3uminum M3.75 min
Bte'
WW
1W0•
W3-•
i.r
"
1112.01441066Screw
A36 StOW
3/3'
0.063"
3.r
StFWStw Gr.33 fth
Wr
D044,BG0'
3.T
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P.T.SMSem Plne SG+D55
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TV
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313•
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3.7-
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or
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I'll
tal4'l`Vv
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1-11T
I B.r
'L3THREADSBEYONDTHEEUT DUB3TRATc.
_ 1%WOOD BUCKBTRIP, VNGRNGRWTEO CMU'VALUEE MAY BE USED FOR GROIRED CMU PPPLIGTi0N5.
MDR Q SEENOTE2,THISSHEET
NOT ON NOTE
1. USE ONLY ANCHORS LISTED ONTHIS SHEET, FOLLOW EMBEDMENTAND EDGE DISTANCE LIMBS.
2. WOW BUCKS DEPICTED ON THIS SHEETAS'1X•, ME BUCKS WHOSETOTA. THICKNESS IS LESS THAN 1-V7. 1X WOOD
BUCKS ME OPTIONAL IF UNIT CAN BE METALLED DI RECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS'2X' ME
I -IX THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
EDGE
DISTANCE APPROVED BYAURIORITYHNANGJURISDICTKIN.
3. FOR ATTAOHMENTTO METAL: THE STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROV05 FULL SUPPORT TO THE
WINDOW RUMS.
VERTICAL SECTION H-H
4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WNDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM.
Nn4Nl
Min. FI
Mh F¢
61M 6var
92 MI
119 ts1
4fO6emv
WMI
I HOW
den 11E1cG10
155k¢I
1)T MI
410s3 ECOGe!eFln®
41IMd
1P&TAJ
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:1-Q- 71,
PRODUCT REVISED
....... I&Y,17-0614.11 .1th the Florida
'i7OL,% 1
F"i-* 5 11.1 11
P,
Expimflon Oats O2J1 912019
1z
AU-CORNERST)
USE GASi4ET
MOMR SEALANT
NO CHANGESTHIS SHEET
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS
FLANGE P. EOIJAL-LEG FRAMES OR FIN FRAMES
U1
ad
II r.
MGI-EDICURVEO WMG�DIOURVED 0 0 7
FRAME ASSEMBLY FRAME ASSEMBLY S�y0 N
W CORNER 90- CORNER 0
FRAME ASSEMBLY I
FRAME ASSEMBLY 0
10
ALL OOPNERSTO j w
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USE GASI(ET A 0 x
AND/OR SEAL� 0 U-
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--UEGFRAIOE z<
TI E-U-I-EG �ME
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FRAME Z g
z
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IR MITERED FRAMEWINTERIOR o -Z
ANOEXTERJORFRAFAEW S
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w
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P£059I05
MIAh16D.ADE MIAMI-DADE COUNTY
a 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
OF ACCEPTANCE
wivw.miamidade.¢ov/eeonom v
1070 Technology Drive
North Venice, FL 34275
SCOPE: J
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 ureas 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
Sbction (1n Miami -Dade County) and/or the A.HJ (in areas other than' Pdliami-Dade County) reserve the right
ta'have thus product or material tested for quality assurance purposas:;xf this product or material fails to
perforpi, in,the accepted manner;: the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, of suspend the use of such product or material within their jurisdiction. RER
reseFves„ 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, mc(uding the H' i 1 sty 'cane Zone:
DESC�;IPTION: Se 'es "SGD- 7V uminum Sliding Glass Door vv / 90° & 135° corners — L.M.I.
APPROVAL DOCI ng No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets
I;tthrough;22 of22, dated 10/10/1,4, with revision C dated 04/05/17, prepared by manufacturer, signed and
sealed_by Anthony Lynn M'iller,,P,E., bearing the Miami -Dade County Product Control Revision stamp with
(he Notice of Acceptance number) an to b�t12 ace County Product Control Section.
MiSSJLE;IMPACT RA IINt;. r e and Small Missile Impact Rtais ant
LABELING: Each unit shall '6car a permanen name or logo, city, state,
m"o'deUsehes, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
12EN ,YAL 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 She_ performance of this product.
TERMINATION of this NOA will occur after the expiration date oriFthere has been a revision or change
ins the;materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
ofady'pidduct, for. sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply,mth any section of this]NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NdA number preceded by the words' Miami -bade County, Florida, and
f6p6wed�by the expiration date imay be displayed in advertising literature. If any portion of the NOA is
displayed,'then it shall be done iii its entirety. W
INN. �CTION: A copy of this entire NOA shall be provided to.�Yhce user by the manufacturer or its
d `iG,kigs and shall be available for inspection at the job site at the request of the Building Official.
Tliis`NOA'revises NOAN 16-062'9.06 and consists of this page I and evidence pages E-1 and E-2, as well as
approvitt'document mentioned above.
fhe 'submitted documentation was reviewed by Jorge M. Plasencia, P.R
NOA No. 17-0420.12
MIAMIDADE COUNTY
+
'r 'ib jr7
Expiration Date: February 17,260
ri;c i 3
A pproval Date: September 28, 2017
y
;r �i Page I
'W;
i.,•
.'r''i� :� `.':tit •
YGYJn-dustries, Inc.
NOTICE OF ACCEPTANCE: EVIDENC SUBMITTED
`"DRAWINGS
1'. i Manufacturer's die drawings and sections.
. 2;•.
UtUi
$. ;TEST
1J'; Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
�'- 2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marled -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers); prepared by Fenestration Testing
Laboratory, Inc.; Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/1.7/16 and 06120/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted tinder NOA No. 16-0629.06)
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
Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 241i1.3.2.1, and TAS 202-94
along with marked -up drawings and installation diag?am of an aluminum sliding glass
door, prepared liy Fenestration Testing Laboratory, Ic., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA 14-0123.10)
Test reports on: 1) Air Infiltration Test, per TAS 202-94
2)_UnBorm StaticAirPressure Test, Loading per TAS 202-94
3). Water Resistance Test, per TAS 202-94.
4} Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5)Large Missile Impact Test, per TAS 201-94
6); Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram of aluminum Sliding Glass
Doors, preparedby Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, FTL'''6036, PTL-6001, FTL-6014, FTL-. 15, FTL-6017, vrL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated
08/10/09, all signed and sealed by Julio Gonzales, P:t'.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and sealed by Julio*Oonzal� )
(Submitted under NOA No. 09-0826.10)
Ey Jorge M. Plasencia, P.E.
:1 F,r6duet Control Unit Supervisor
1 ' NOA No. 17-0420.12
Expiration Date: February 17, 202.0
Approval Date: September 28, 2017
(Submitted under NOA No.14-0123.10)
Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10114, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
PGT Industries, Inc.
NOTICE OYACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED) ,
5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51"
Edition (2014) and FBC-611 Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complA with ASTM E1300-09 ".
D. ' QUALITY ASSURANCE
Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol(D Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
1Notice of Acce.j kimce No. 14-0916.11 issued to Kuraray America, Inc. for their
- , "Ser.tryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
Statement iettec'of conformance with FBC-5" Edition (2014) and FBC-61h Edition
(201"), dated 02/10/17,issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
'< signed and -Feale'd by Anthony Lynn Miller; P.E. -
Test proposal No' 16-0152 dated 03/09/16 approved by RER.
4. Lab compliance! -as part of theabovereferenced Test. Report No(s) FTL-8717, FTL-
8970 and FTL-Sh68.
.. s
G. OTHERS I,,
1, Notice of Acceptance No.16-0629.06, issued to PGT.Industries, Inc. for their Series
"SGD-7-70" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved
i on 08/04/16 and expiring on 02/17/20.
,.•� --- Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
` NOA No.17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
t. to E-2
a.r
SERF CS177011.IMPACTRESISTANT.'SLIDING-GLASS-D.'OOR
INCLUDING 'POCKMT '& 90 /186" CORNERS
GENERAL NOTES
1))G_AZINGTYPE OPTIONS SEE TABCEB, THIS SHEETI&'GIAZINGIDETMLSON SHEETS 41&5
2)DESIGNPRESSURES'. T '
A. NEGATIVE DESIGN LOADS BASED ON BESTED PRESSUREAND GLASWTABLEE WTM E13D0
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. ASD.
3) ANCHORAGE: THE 33-1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS .
PRODUCT: MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL 5CREW5, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUT TERSARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
6) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON. CRETEFLEX AND AGGREGATOR NOA'S, ANSVAF&PA NOS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS tECTi DECIONEDa TESTED -TO COMPIY%J;TH THE RPOUIRcMFMTIS M T_
CURRENT PLORIDA BUILDING COOE;'iNGLUHI DING THE VELOCITY HURRICANE ZONE'(HV}_7L)
8)DOOR SIZES MUST. BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER ..
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE,
0) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, F L-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023,
FTL-8024. F L-0025, FTL-6028, FILE031, FTL46033. FTL-6033 AND FTL-7554
Gha t D.mrloon (Udod from Balerim h Interior)
DESIGN PRESSURE MTWO IMPACTRATING
SEETABLE51.3fl3CN HATED FOR LARGEflSMALL
sHEETS0,T fl0 MI6SILE IMPACT RESISTANCE
CODES I STANDARDS USED:
e2117 FLORIDA BUILDING CODE (FSCj 61X EDIBON
•2014 FLORIDA BUILDING CODE (FBC), STH EDITION
.ASTM E130 9
.ANSVAFSPA NDS-2015 FORWOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL. ADM-2015
.AISI SCD-12 '
.ASC3 10
GENERAL NOTES....
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ....... ....
4.5
ANCHORAGE...... .............
_644
DESIGN PRESSURES.......
6-6
INSTALL DETAILS..............12-14
ELEVATIONS ..................... 15.16
PANEL / SILL TYPES......... 17
CROSS SECTIONS ............
18,19
PARTS LIST ......................
20
EXTRUSIONS ....................
11.22
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(Fj=80 Nc1 Fee &5N 0--
p1241.53 SMS +I
(Ft.P60 kd Fe=110 kd)
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8118'
718'
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Hollow Glamor (ASIM Can
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1'
1'
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train. Nuea4e layout
mehleoblued.I
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18'
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A
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14'21055 Eko CmleFlexD
Fa=12TA kel, F„=109J Net
Hate 13vi
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1-
4'
1.YP
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Conch min: 3.35 its*
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1)WHERE SU -GBJi uAM1L�rvullNrvllaVulrie wrven..lrtvm mvnc,ruu.—ur—rvmnvn..---1.�..—
CHOOS59EANCTIORG NPLOWESTLE FORALLTABLES INTHISAPPROVAL
])ALL ANCHOR NEAO T YPES PRE APPLICABLE
4) FOft STEELCK VALUE IN. MAY
ALI0 MW DINH Hsi.
4) FILLED BLOCK VALUES MAY ALSO B2 NGTI ISHOLLOW BLOCK MINIMUM
3 WONS.
5)ANCHORS MUST BE OF SUFFICIENT LENGTH SOTHAT A MINN1UM OF 3lHRFADS EXTEND BEYOND META. SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MLAMI43ADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET
FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET.
PRODUCT REVISED
BUCKS DEPICTED AS 1X ARE LESS THAN
r.DH me Florida
6e0aing
ITHICK.
OPTIONALUNIT IS
PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL
PROPER
c04Be
g Co
NOA-N0. 17-0420.12
K
INSTALLED DIRECTLY 70 SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2XARE idQ°THICK OR GREATER. IX AND 2X BUCKS
Enph.tlew Bate 02117/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
B
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
MiandI Probeet Centre
THE. RESPONSIBILITY OF THE ENGINEER CH ARCHITECT OF
RG: CFO &TO BE REV.EWEOBY THE BUILDING OFFICIAL, ,.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
a 11ll illl
NOT REQUIRED. IF USED, NON -SHRINK, NON-M ETALLIC GROUT,
1AY LYNhI �h
MAX. 1/4"THICK & 3400 PSI MIN., (DONE BY OTHERS)MUST FULLY
``0. .
SUPPORT THE ENTIRE LENGTH OF THE SILL TI IAT IS NOT TIG HT TO
?; +'1.kCEN3p"•.!`'�i
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE ISWOOD,30#FELTPAPER ORMASTIC ISREQUIRED
=*: No. 513705
• *__
BETWEEN THE GROUTAND WOOD SUBSTRATE, GRAS APPROVED
=
BY THE AUTHORITY HAVING JURISDICTION.
P.E.
CONFIGURATIONS NOTES:
EXAMPLE
CO-N. FIGUR/ATIOj,N'.. S
L CONFIGURATIONS.$HOWN:AREALS.BOTHJAAMBBPOCKET CONFIGURATIONSATEITHER OR
jLOCATIONS LEND DETAIL JW "Jc"'KW'OR"KC.INSTLAE
LALSATaIO' N.-
MAX. UNIT WIDTH UNITWII�MAXOTH
y
I I EXAMPLE'14-PANNE IN OCKET CONFIOURATION CAN DE
XXXX P P)
- .. 'XXXX' XXXX OR XXXXp OXXX IN POCKET CONFIGURATION
NOM. PANEL WIDTH CAN BE O y r .:
_ _ NOM. PANEL WIDTH - _r /t 3 r f XXXp r h, - .. -++rl
,PERTABLEST73 - k'PER TABLES I.3 1" {
2)60'8135''CORNERCONFIGUFATIONS CAN BEA COMBINATION u.. -
I j OF ANY 2 STRAIGHT CONFIGURATIONS.
4�
+ ia�C MAX. UNR � � + �_�ag 3)FOR NOM. PANEL WIDTH, SEE TABLES I-3. � 1
a' 3
"GIRT / 4 f� HEIGHT / / Lw X =OPERABLE PANEL,
PER TABLES IJ i�� PER TABLES I.' _
'O'= INOPERABLE PANEL,
I PaxET ixBe I 'p =POCKET f—DETAILLETTER
i y I m
lgnV W= WOOD RET METAL NSTALLATALLATON
2-PANEL �J 'd=CONCRETE INSTALLATION I
t 3 CONFIGURA? TIONS + 1
CO GURATIONS - —SHEETNUMBER
MAX. UNIT WIDTH "I DLO WIDTH = NOM. PANEL WIDTH 7-
OLD HEIGHT=DOOR UNIT HEIGHT 10125"
NOM.PA LWIDTH p NOMP PANEL WIDTH t2 PANEL HEIGHT = DOOR UN IT HEIGHT 1.866'
PER ABLES 1-3 3 13 PER TABLES 1-3
t�y/k I t9 s to MAX. UNR
MAX UNIT t t3 t I, HEIGHT
HE FIT 19 i 6 PER t
PERT LES 1-3 / / I , TABLES IJ h
I
IPOGtET j '�2`
4-PANEL CONFIGURATIONS c PRODUCT REVISED
3-PANEL CONFIGURATIONS + 3 t + ' gar`wams ;aa'"u6 Na Florida
Now-Na. 17-0420.12
MAX. T WIDTH
MAX. UNIT WIDTH Expiration note 02/17/2020
NOM. PANEL WIDTH 3 nmm a n C..a.,
NOM. PANEL WIDTH 13 PER TABLES 13
PER TABLES IJ
I 1 3
_ ._.'1 13 19 t9 1 t .� ..•
' i c MAX. UNIT SSE
t 1 +9 1 18pw t wE
MAX UNIT1 s I§tge HEIGHT z.TNls
HEIGHT t t9 i;{� TABLES 1a sxsEr. \ttglu nrrrr
PERTABLESI-3 h Ia /
s. o
No. 58705
5-PANEL CONFIGURATIONS CORNER TYP.
n t (OUTSIDECORNER SHOWN, �A'•, ✓` I l�. •; 0:-
INSIDE CORNER SIMILAR) '; Ott •.. ST TIE F
lo>oTscxxoLaav�rvE o-e.•• %. FS `.!YoRIOP..'��y��
EXAMPLE CONFIGURATIONS ��'os/ONAL EN 0
SERIES770ALUM. SGD-LMIMPACT./mm�+a
/! ��' �Tp"t'�� ou:+m ✓++ p. LYNN HILLER P.E
- � 9{q5//) C N�OGIANOES THISSHEET. �� O SfiDnO Nis 2 w 22 PGT0130 r. PE354195
EXAMPLE CONFIGURATIONS r. _, C60FIGURATIONSNOTEs
_- -
MAX:TESTEDUNIT WIDTH? + .- 1.. d.i - .'.yfALL- CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
]-355-7118 Q98'HEIGHT - _ .POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
:- �'•:� 300-1/4 @120'HEIGHi ! LOCATIONS USING OETAIL'JtM;'Jd, °Kw•OR'Kc'INSTALLATION.
- r 1� 'EXAMPLE•4PANEL XK%X IN POCKET (p CONFIGURATION CAN BE
/ .: NOM PANEL.WIOTH `, _. 1
.- r �.3• }•- t PERTABLES I3"• ' <" "' 1 '" "•`=••''? — 1•'3�'1 .'jzo p.P% ORXI(%%P OXXXiN PO�KET CONFIGUfjAT4QN
_ _J..r I',• CAN BE 5'C -- C
- 11 t 1e � 3c jyy7 2)90°R13135°ORNER CONFIGURATIONS CAN BE COMBINATION
o OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX. UNIT
HEIGHT, 1' 1 19 1 I 3) FOR NON. PANEL WIDTH, SEE TABLES 1-3.E8•' OR 120° _
/ / I /loW 'JC=OPERABLE PANEL,
/ / / / i '0' = INOPERABLE PANEL,
POCKET
6-PANEL CONFIGURATIONS
' t f—DETAICiETTER
OD OR
PER TABLES I3 • =C OCRFM I T B1ST LLA ON _
__._.__ __. UNR WIDTH -- - .. :. ^d=CONCRETE ETALULAT LL n
NOM.PANELWIDTH ®( SHEETNUMBERNUMBER
9
_ _ - -- _�•r___
,n 9c DLO WIDTH =NOM. PANEL WIUTN-T
1 1B 1 is t 1 I q OLO HEIGHUNIT=DOOR UNHEIGHT -70.125°
lzu PANEL HEIGHT -DOOR UNIT HEIGHT -I-Bev
11
t 19 t 19 1B 1 t IoB2
MAX. UNIT
HEIGHT PER TABLES I3 / / / / /
7-PANEL CONFIGURATIONS PROD llYi.oT9ICT EVth.ISED
1 state 13 eYilLing CaUe 1N04 Fl.dd.
NOA-No. 17.0420.12
MAX. UNIT WIDTH eapinOBn oaeo 02/17/2020
B
ec miam a rB uc n rB
NOM. PANEL WIDTH
I PER TABLES I3 _ _ _ -Ar___
1B 1 e to 1 I
1B 1B 1 itl 19 18 1 Q p
MAX UNIT
HEIGHT -
PER TABLES 1-3 / / / / / I$iy llitttl t 111 IV ,
POCN[T j VN �41,
8-PANEL CONFIGURATIONS
toh11EGINOL00YOHNE osX4 :��••••.f•(OflIpP.- t'��
NR9N15 EXAMPLE CONFIGURATIONS
re11:<aP1a•BB L N -
�, CWLpGAUIH,i�eS SERIES 770 ALUM. SGD-LMIMPACT
LtE�1��`
JR MgSq] C NO GVM'GES THIS SHEET, wuaxrumn ® xwv N ee3 A. LYNN HIDER P.E.
w mN: m+ o.l. �• cK Spane NTS 3 e 22 pGT0730 C P.E9seTas
____—
l3L ING DETAILS G3, G G4 34A, G5
•
71164NOM ,. ".,.." 7/16 NOM.-_ .. .- ,.. 1 NOM.,.
+ 3%/16"1�S G SS 3/16 HS GLASS
3/18 NS GL'ASS - YS IA .. .090" PVB -
.090 PVB .090' SG 3116" HS GLASS
3115"HS GLASS i4 311T HS GLASS 74 3/8" AIR SPACE 74
3/16" T GLASS
02
�
83
E%TfR10R 3/4' NOM.
3/4" NOM.
EXTERIOR. GLASS
3GLASS .
�80
� BITE �
12842] GLASS
BITEGLAS
BITE
BITE
E%IERIOR
60
7a .. —
55
7 " LAMINATED GLASS TYPE G3
7%16" LAMINATED GLASS, TYPE G4
I"LAMINATED I.G. GLASS, TYPE G5
9/16' NUM.
9/16' NOM.
1"NOM.
3/18' HS GLASS
1/4" HS GLASS
1/4' HS GLASS
.090" PVB
PVB
.090" SG
W16' HS GLASS
.090"
74
1/4°HS GLASS
1/4°HSOLASS 14
5116"AIR SPACE 74
114'TGLASS _ —
PRODUCT REVISED
02
B2
Bu11E1ngICl do"�ilM1 lM1e Florida
83
P
x0A-xP. 17-0420.12
3/M1°NDM.
EXTERIOR GLASS
3/4"NOM.
EXTERIOR GLASS
3/4"NOM.
120.121 GLASS
Pira
�, Dea Date 02/17/2020
<�:I BITE
BITE
BITE
By
E%IERIOR
Mlam-Da rPOucl Control
"
P1
41
9/16" LAMINATED GLASS TYPE G3A
2116" LAMINATED GLASS TYPE G4A
1" LAMINATED I.G. GLASS, TYPE G5A
n
_
SOON C......
-
� �:
]} ;' No.50705 'P =
GLAZING NOTES:
_=
*_
'ANN'=ANNEALEO
"HS"=HEAT STRENGTHENED
SEE SHEET I5 FOR SPACER DETAILS.
-�O 8' q:
'T'=TEMPERED ®
'PVB'=.090'TROSIFOL PVB BY KURARAY AMER[CP., INC.
rom TEcxvaool'oRrc>:
N,VETVCERW]5
GLAZING DETAILS
":0-�-: BTA I�OI�r'�/�
Dinon.i'�?�`
'
"SG"=.090'SENTRYGLAS®BY KURARAY AMERICAINC.
a'11/450-fsw
�NAL111E1�N01
cERr. ovnu]H.ez.zn4
SERIES 770 ALUM. SGD-LMIMPACT
. o.k ��,,.
lR OM9L1l C NO CIUNOES IHISSHEET.m�amr
w,"at ems^'^ "
"('.
A.LYN{IAfILLtf(P.E.
m
soa]m NTS 4 m 22 PGT0130
P.E#50]05
JR iCy18M4
r
'
n
GLAZ.ING DETAILS (G6 G6A G7, G7A, G8,& G8A)
..,:
tz7-
. ..
-
-
.•`: ::'-.. -,
"ASS.
3/*GLA
.�e :..
3/16 HS GLASS-- ,,.. _- _
i .3116 ANN GLASS._:
..
SG
- -
j �,
SG
-
'
.OW
.090' SG
3/ASS
3/16' HS GLASS
3/16• ANN GLASS
�4
3CE 743/163116"
318• AIR SPACE 74
GLASB
et
033/4'
�
NOM3/4'
NOM.12sW
3/4'NOM.
GLASS
GLASSGLASS
BREBITEBITE
EXTERIUTEMOR�Y
r
78
65
1
' 1" LAMINATED I.G. GLASS, TYPE G6
7/1 �6" LAMINATED GLASS TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
�
.
1"NOM.
9/16" NOM.
1" NOM.
3116' HS GLASS
LASS
3/16' ANN GLASS
.090' SG
1/4' ANN GLASS
.090' SG-
3/16' HS GLASS-4GLA$S
3/16' ANN GLASS -
5/16"AIRSPACE 74
1/i4
6/18"AIRSPACE 74
j
1/4' T GLASS
1/4' T GLASS
PRODUCT REVISED
Plyln9 with the Plerida
9YIldl.9
83
Code
NOA41.. 17-0420.12
3/4" NOM.
EXTGLASS
3/4• NDM.
314' NOM.EXPTmtmn
12a12
Dam 02/17M1020
11Ft27 GLASS
BITE
GLASSBITE
BITE
ByMiami-Oa
Predect comrm
E RIOR79
ss
14
ss
1" LAMINATED I.G. GLASS TYPE G6A
9/16" LAMINATED GLASS, TYPE G7A
1" LAMINATED I.G. GLASS TYPE G8A
11UINr7T7y
58705 ;p
GLAZING NOTES:
'ANN'=ANNEALED-
°HS'= HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS.
p�l
'T°=TEMPERED
1=7Ec7w rvmh
YE]nc IA3m4
E1.15oo
`mot'"•-
GLAZING DETAILS
'�,Fs':;�(oRIOP,:'���`
-SG' =.090- SENTRYGLA64' BY KURARAY AMERICA, INC.
SERIES 770 ALUM, SGD-LAI IMPACT
]'lililillt
a,. a..
N 04WY1] C NO ONANGES iHI55HEET.
rFRr. oEAum rv]m
wimc,naten
.uv,e er rr n"dgA\ w.
A.LYNNNILLER.P£
SGo-]ro NTS 5 e 22 PGTO130 C
PE.a587o5
LDesign Pre99ure(DP) and Ahchor Guanthies Rouired,3•;
MaxlmutBDPifoir all sizes•
- •' ) (fla: [I approved CoAgu]apons ui Siieeet42 & 3) I
-+601-60 psf
u• Farcaner astragalamAomge an Ser or 135^2omerunl[s; sea.fleet 11 ! .
..
„(Mry to Ill Cy Tabb 1A)
Yeka.
t Door Unit Height
•.. -. .,.
r- '_60'-- -4
.r. •'Bd". '. ..
...._00 !.. ..
.,_..188.:
Tableepgiea l,rGlaaa Types9,.
9A, 5, 5A; TM. 8 & BA -and;
,. 8g718• DLO,
"' 114/0' OLO
7e-71V OLO'
as SHIelAsimgal TYPas shwm
Anchor GmuP
McharGmup
Arches Getup
Anchor Getup,
hM.
A
8
C
D
A
Br
C
D
A
8
0
0
A
B
C
D
e Sill
Oil
G+1
G+1
Gat
GN
+
+
+1
G+T
+1
G+1
G+1
CiY+i
GN
G+
+1
24"
Jamb
8
e
6
8
8.
tl
8
e
B
9
B
0
e
0
e
6
C) o
PMak
er7
6+7
6q
6+7
]+e
]•B
7+8
]+g
]a6
7+8
7+9
7+8
7+e
7+8
7+8
7+8
He6dBBI
CA+1
C1+1
G+1
C4+1
Gat
Ot+t
GN
C4+1
O4r1
CAN
Ok1
G•1,
C4+1
Gri
G+1
G+1
IF
Jamb
8
8
8
8
8
8
0
0
B
e
e
e
e
0
8
8
P.hook
6+7
6+7
6+7
6+7-
7a8.
]a0
NB
AB
7+8
A8
NB
7+8
7+8
Headisill
G+1
G I
CAN
C,1+1
CAN
C4+1
C4+1
CA+i
CA+I
G+1
G+I
CAN
G+1
G+1
G+
36'
2
Jarle
.8
' 6
8
fi
B
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B
0
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5+7
B+7
6a7
6+l
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7+8
7.8
7•8
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C=•'
Cart
C^N
^^-I,
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6'.
B -:
8
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8.,
DLO
P-hoot
6.7
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B+]
7+81
7+8
7+8
7+a
i+8
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AB
7.8
7+0
Ra
7a8
Hea6'J-III
G+1
G+2
G+T
GaR
C4+2
G+2
G+2
IG+2
G+2
G+T
Gat
C4+T
G+2
G+T
Get
G•2
Jam'
e
8
B
8
8
8
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8
8
8
8
10
8
0
8
OLO
PJads
6+]
8+]
8+7
6+]
-8
7+0
NB
7+8
]+B
7+8
7+0
T+8
7•¢
7+8
T+B
7+8
7+8
FOR EXAMPLE ON USING TAULe, see sane I U. -
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OFTHE 3-1/4" SILL,
2) WHEN USING THE 2-10 SILL POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-114• SILL, POSITIVE WATER DP IS
60.0 PSF MAX WHEN USING THE 4- SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATNE PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4', 3-1/4- AND 2-11T SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/V SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE 16 NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4)SEE SHEETS 1014 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE By 2 FOR PAIRS TO BE INSTALLED.
,Aci r+la�
SIII Height to Max. (+) DP -
meter InfillmHan Ratlng)
SIII RLatt Haight
(Flat or Bon, see
Sheet 17) I ,
(+)Oosign
Pressure, psi
Fish-1-1R"'
sae note3
Medium-31/4'
+60.0
SEE P!OTES 143
OH LENGTH,_
1,
K
i gl OH RATIO a 1
O
L
OH RATIO - OH LENGTH
ON HEIGHT
DLO WIDTH=
NOM. PANEL WIDTH -7"
DLO HEIGHT'=
DOOR UNIT H EIGHT - 10.125'
PANEL HEIGHT -
DOOR UNIT HEIGHT - 1.866"
- - — -
Interlock
- --
Rhaok • 4�d'
-'
L%dstile Jamb
SVaighc Ansaga•r
Assembly
Lu..u::S .�
57algbt Astr3Qa1
9G'AS1Ugai
Asseol
lcdstl:a3
90'A4rdgal
133'Astregsl
: Leh
tuksrilep
135',ASVagal
Standartl 5[Iles
Standard 5Hle
Standard Stile
Sorrel Stile
Standard Astragal
Standard Stile
Heald-duty5tlle
OrtsWeC
HeaW+luty Stlle
Outide
Heagy uty Stlle
inaie
Corner
HeavyEuty Stile
...L..y
—Corner
Comer
Inside
Outside
Comer
Part960 (x2)
Part 950
Parte6(I
PaR kfiO (SUIe)
Part 967(Astraga!)
Part A60
Paad 961 rt8/1S((Cor�er
Retelva)
P8rt9119 (Out)
Part 0.20I,In.)
PartInd
Parts R31(&tp32
(Cam&Fxd Meunt)
Part#61
CFFr. WAUn[ R9]f4
F491£1.
6 • 22 1 PGTO130
PRODUCT REVISED
Plying with the Florida
Building Cotle
NOA-No. 17-0420.12
Eff
¢ No. 58705� ^
A LYhf!hill P£
P.E,P 58705
� I a
'1
iT
/
-
Afichbr,Qdanhtiea Requ'Iretl, lforagapprovedconfiguealenson 511eets2&3)- -- _ •,Maximum
DP (o7allsiz¢s: +60I.60
"
,,.'r"DeslSnPreseure(DP)'antl
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final, Oe Melted by Tabb a)
_ C. Unit
went
'
Tade ppfia b Gl t Typee 4 9P;
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9B
-
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14
18"
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DLO
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Atw OrGmu
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D
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C D
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C
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C
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•
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U+1
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+
U+1
U+1
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GN
G+1
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G+1
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24'
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B
8
B
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B
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a
a
6
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a
8
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8
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10
10
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8
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8
a
a
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B
B
B
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a
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10
10
10
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10
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7+0,
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8+8
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8+10
9+10
900
9+10
9+10
9+10
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UH
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G+1
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101+1
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6.7
BU
T+0
]+9
7.0
7.B
7+8
]+B
].8
T.0
T+8
7+8
).9
].B
run r�c7lydrLe �ry oalrvu room, acc anc�� a.
NOTES:
1) POSITIVE PRESSURES W TABLE 2 ARE BASED ON THE USE OF THE 3-1/4' SILL
E D IS 4667 PSF MAX WHEN USING THE 3-1/4°SILL TABLE 2At
2) WHEN USING THE 2-1/2 SILL, POSITIVE WATER P
POSITIVE WATER DP IS 60A PSF MAX. WHEN USING THE 4° SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
3) 4°, 3-1/4° AND 2-12- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE i-12°
SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMS EDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT PRO EGRESS REQUIREMENTS WHEN REQUIRED.
-CF ED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE
SIII Height to Max. (+) DP
(Water infiltration Rating)
Sill Riser Height
(+)Design
(Flat orBox, see
Pmssme pal
Shad 17)
Flush -141T
See mt.3
Low-2-10
+45.67
Medium-3-174'
+80.0
Hlgh-4-
+60.0
OH LENGTH I-
OH RATIO 21
6) JAMB ANCHORS ARE SPC 1 I ,
INSTALLED. SEE NOTES 1-3 OH RATIO=OH HEIGHT
THE FOLLOWING STILE &ASTL PAGAI TYPES SHALL BE USED FORT.ABLE 7- S°ESHFEI6 d 1 s.K?FOR PART DIMENSIONS AND SHEETS 16 & 19 FOR.ASSEMBI.Y DETAILS.
u
Straight Astragal .
.oast
0°Ardbly "-
oc$UIe Ca
1A
"
Interl.d
P-hook
ladatlle@Jamb
Assembly -
_-'
Staighl Astragal
eusial
Assembly.
90'Attagal
go*
emblya(
A4sembiy"
35-Asle@-
135'Astragal
HeaWdety Stiles
Heavyduty Stile
HeaWduty5ble
Heavyduty5tile
I Heavy-duty Stile
HedW-dUty501e
Heavy -duly Stile
Heavy-duty Stile
Heavyduty Sole
Standard Astragal
Outside Comer
Outside
Inside
Lorne
��f�
'FI �I pr-1I
ld
a..�
COinef'_(el y�
Insld--�JeJ
COrnef
Outside
In Camef I
Comet
Pad#61(x2)
Part#61
Part 461
part N61(sole)
part 067(Astragal)
Part N61
Part 961(Stile)
Part Rece ¢Comet
part#119 (Du[.)
partNt20(In.)
Part N63(Stile)
Part#61
I
(Cora &#Fxd Mount)
e KVEMCE7LNIlave
(BIf)I991e[a
I:FFC tIFAUIH R'1'9B
s61,770 I NTS 1 7 v 22
NOM•PANEL WIDTH -T
DLO HEIGHT =
DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT =
DOOR UNIT HEIGHT-1.866°
PRODUCT REVISED
as complying with the Fladtla
.ending Coda
Non-N.. 17-0420.12
7y i 1%10.58705
t Pt M1v1�l,. y r
-,'Design PreSsore(DP) and AnchorDu2nBtles Required,(for all approved'Eoehgurdtlons oil Sheets2&3).-i
..
t'Mattiinurn DP show befov
untle;-aseafiya •'- -
+- (May WI1mHedbj_Tabla3A)-.
. :_ 1.•-_ •_ ,F4�i a pagleltrmhar' oneo°or136-corn
t. • Daar UNt Hei t - c .
y.
eppges to Glass Typo 4 CA
Ba
- + e4
a 99' :. + se. h
+. 1Bx.'
/ t tee• -
TaN9
6, 6A_l 7A BABA ago they
69-71B O
,+ ]S]/0 DL -~-
71e4 D O - "e - /0 D 0
- + 9 ]/8
D
9]-] B'. DLG + -• :
.
Stye/A§(mgal tyPBa-9liwm balew,
'_{'.Anchor Gga
-•'Anchor Gm
=•._o ArcOdr Getup �• -AMn,rGmu
-','Anchor
Gmgp':
:.:;-.Anchor GmW
A'-.-B C D
A- B C D
A- B-•'..G, D. A 'B rG D
"A^ I B
"B G D•
pea190Pmssum
WIN
U+1
C4+1
U+1
U41
Ua1
U+1
UN
aF90.0
U+1
l
Uat
G+1
UN
U+1
CMt
Gat
U+t
U+t
4/62.6
C4N Gat
sf
CN1
Uat
UII
♦- s
U+1
24'
IT
8
8
e
0
B
8
B
B
B
B
8
B
0
8
B
-10 10
10
10
10
10
to 10
10
ID
DID
Jamb
P-0o0k
8
6+]
6a7
'6+7
fia7
7+8.
7+8
"740
7+8
7+8.
AB
Tab
]+B
10
]+8
7+8
7+8
Bag 8+9
0+9
B+9
8+9
8+9 8+9
8+9
aF90.0 /
+1-02.Spsf
Q-75.0 PSI`
M'
Leave Pmssure
Head/9III
U+1 C4+1 C4+1 U+1 Uai Gr1
C4+1 C4+i Uai U+1 U+1 C4+1 U41 G+1 C4+1 Uat
U+1 C4+1
C4+1 U+1
U+t Uat Ua1 C4a1
„
DLO
Jamb
e 8 8 e 8 B
�B 8 10 B 6 B fo B 'd 0
10 10
Jo 10
10 10 10 10
5
P-Inok
B+] 6+76+7 6+1 7+8 1--
7+8 7+8 7+8 7+8 7+0 7+8 A ]+a ]+6 ]+0
8+9 8+9
B+9 &9
0+9 B+9 6+9 8+9
pee nPmnum
"aa
(
+/-02.S
Ps!
+/-T8.0 sf
fxI
Z9•
Hewlett
C4+1
C4+1 U+t
C141
U+1
U+1
Ua1
C4a1
U.t
Uai
G+1
U•1
CS41 C5+1
Uai
U+1
C5+1
C5+1
U+1 U41
CB+t C5+1 01+1
'S0
Uai
0.a
DLO
Jamb --
10
B B
a
10
0
B
8
10
B
0
e
12 10
0
9
12
10
ID 10
10 10
10
P-honk -
6+7
6+7 6+7
6+7
7+
]aa
]+8
T+e
7aB..]+B
T+e
]aa
ea9 8+9
8a9
Ba9.
B49
0+9
fi+u 0+9
6as fia9 8+9
649
F
E
• ._.
..-
.
.myoopmsSUs
- .:
,.'»
_
1+2
:':S
CO2
r+F80.O
U+2
Pv/.,,.
C6+2
:.
C5+2
,
C3+2
..
C5+2
.�..,'
CS•2
:..
05+2
.:r
-0542 C5+2
C5+2
C5+2
C542
U+2
'(3a2
C642 C5!2
C5+2
41
35'-
Heatll9Dl
C4+2
C4+2
C4+2
U+2
U+'J'
12
10
B e
12
10
fa
10
12
10 t0
t0
DLO
Jem6
10
8
e
8 10
B
ie
B
4
10
a
B
ea9
8+9 B+9
0a9
P.M.k
7+8
]+B
i+8
7+a ]+B
7a8
7+8
7a8
8+9+9
0+9
8+9
8+9.
8+9
8+9
8a9 om
.+9
BM
B49
B+9
Design Pressum
a/d0.0ps!
See NdaA ow
+/A2.5
pIf
+FTO.O psi
41°
HeadIstl
ce+2 C6+2 C4+2
U+2 M+2
C8+2
C6+2 C5+2 U+2 U+2 a+2 Ct2
Cft2 C5+2 ♦2 C6+2
C6a2 C6a2
C5+2 C6a2
C6+2 Cfi+2 C5a2 C5+2
4V
DUO
Jamb
10 B e
B 12
10
0 B t2 10 8 8
14 12 e 0
14 12
10 10
1/ ill 10 t0
P-Icak
7+8 7+8 7+8
7+8 8+9
8+9
849 849 849 8+I, .+9 8+9
9+10 9a10 +10 9N0
9N0 aa10
"a 9a10
9+10 9a10 9a10 9+10
TABLE 3A
Sill Helghtto Mai -' DP
"..(Water InCharbwl Rati(*)ng)_
SID Riser Height
(Flat or Box,aee
t 9heat,l7):
Prescum psf
.
FllGh-1-1/2""-
seenote3
Low-2-1/2'
+40.67'
Medium-&1/4'
+60.D
High-4°
+90.0
SEE NOTE5 I d
SOH LENGTH_
a
2 OI OH RATIO 21
O
NOTE A+/-J0.0 PSF FOR GLASS TYP S4, A6,6A, 7A, 8&8A;+/-87.1 FOR GLASS TYPE
EXAMPLE ON SHEET 9
OH LENGTH
'
NOTES:
OH RATIO =
OH HEIGHT
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. DLO W IDTH =i
2) WHEN USING THE 2-1/2°SILL, POSITIVE WATER OP IS 46.67 PSF MAX. WHEN USING THE 3-1/4° SILL, POSITIVE WATER NCM. PANEL WIDTH -7"
DP IS 60.0 PSF MAX. WHEN USING THE 4° SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A. DLO HEIGHT=
3) 4'.3-1/4' AND 2-1/2' SILL HEIGHTS ARE TESTED FORWATER INFILTRATION WHEREAS THE I-1/2' SILL IS NOTAND DOOR UNIT HEIGHT - 10.126-
IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
PRODUCT REVISED
s complying xdth the Florida
MUST ONLY BE USED WHERE WATER RESISTANCE
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA pANEI HEIGHT=
Bunmog code
xon-ono. 77.0420.12
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-t.66fi'
4)SEE SHEETS I0-04 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
Separating Data 02/17/2020
gy
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
min I-Oo ro not cootrdl
" - -
H°FOLLOWINGS
. t.UlIll +till,
Pam:'- LICE3l4.F
*:: No. 68705
aEM.OPAVPLan2a111 T ( ,-I_,I JGUCJ//UALUM.JUU-uNllnritUl ,,hNuI R
wmm�dan LJ\ \�`--`'IJLymJ aw,�t ALYMi Wt1fR PE
smdmsswn sgo-7ro MS 8 +22 POT0130 C 1 1,.E150705
— n NO FRAI
eee".�-rN.Trr>-e JAMB
THIS SHEET ANCHORS MIDWAY
-ffSHEET14
BETWEENP-HOOK
ANCHORS&AT S"FROM
TOP&1' BOTTOM ;qy
8° MAX. TO OPENING
EDGEOFPOCKET
e'p,
SEE
INSTALLATION u
DETAILS'Jc & :K:, D
END PAN!EL
SHEET 14 & PART
6
-ANCHORAGE
DETAILS'J' & W. I r;
(2'ANCHORS)
SHEET 19 FOR lay_
P-HOCK �-'-_
ANCHORS END
ANCHORAGE
AN
STS or
S LUSECr,DE7TAILS. C
.SHEET.101
TNERLOCK
NX
>; 3 MAX.
Mj)). UNIT WIDTH
REQU,RES'C
=FRAME
I
ANCHORS
96"
o
UNIT
HEIGH
14"MAX. O.G
OD=P-HOOK
0
ANCHORS
TZD
0= P-HOOK
A
MOUNTING
.i'lA4X.
I ADAPTER I
SEE 'CS' CLUSTER
DETAILS SHEET 10
FOR ASTRAGAL -
24"MAX O.C.-
t 4PAIRS OF
ANCHORS
x 21'MAx. (TOTALS
ANCHORS)
PERJAMS . .
x (SEE JAMB
DETAIL
BELOW)
END PMEL
NCHOMGE ISEE
(SEESKETCHBELONI) I '�.°2. \--a2• \_•°2• `ANCHORAGE ANCHORAGE
CENTERLINE 6°MAX. TYP. (--,— ANCHOPAGE ANCHORAGE ANCHORAGE
OF PANEL 1 - - 2.04' —� —
I°MAX.
EXAMPLE'57ANEL 2TRACK, -90°OUTSIDE CORNER-p%X/XXNC EM MOUNT POCKETANCHORAGE PLAN:
O.C.
48°x 9E"NOM.PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3,SHEET B) B. SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON. STRUCTURAL
ANCHORS MAY BE ADDED
1
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8,
48'NOM
CENTERLINE OF
•�
INTERLOCK HEAD & SILL: 8' MAX FROM FRAME CORNERS.
PANEL
PANEL
USE SPECIFIED CLUSTER FROM APPROPRIATE
SEE'CS'CLUSTER
WIDTH
TABLES, SHEETS SA AT EACH INTERLOCK AND
DETAILS, SHEET IO
STRAIGHT AND CORNER ASTRAGAL LOCATION,
FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL
°+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL.
as,
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
MI O 1 C t
AS NEEDED TO ALIGN THE
EUERIM HEAD OR SILL IFA SPLICE
21"
C, OCCURS AT THE P-HOOK.
MAX
PRODUCT REVISED
O.C.
A6s OIYIn99 with the F1.4da
NOA-NgA-xA.-t7-0420.12
5'�•
ExPbatlon � 2117=20
8" MAX.
DF
- JAII,DS & P-HOOKS: W MAX. FRCM BOTTOIA 21' MAX. ANCHOR PAIR O.C. (JAMBS), 14° MAX. ANCHOR
- -
CFNFERLI.NE
OF PAN_EL2 O.C.(FHOOK)lJTIl.a."S�ANCHOR Q.UA:TiTFSFP.ON,AIPPPrPF-,IATE T,AFLES, SX$.ETS". SEE 1 2'TRArK
•. P-HOOK ANCHOR DETAILS ON SHEET 14. `FRAMEJAMB
.
-
'+2'ANCHORAGE ANCHOR PAIR
REQUIRES SEE °CS' CLUSTER END PANEL
•`
CEN7ERLINE CENTERLINE
"CS" CLUSTER SEE DETAILS, SHEET 10 ANCHORAGE
FORASTRAGAL OF (2ANCHORS) g•
DETAILS, SHEET I I rN r
I
INTERLOCK ASTRAGAL -
N
4A51" 3.5" I MAX.
�I
•
LYNry��
�pNY
Al
-
No.
No.
rI I�CENTERLINE L� CENTERLINE " CENTERLINE
EXTERIOR �/ I OF PANEL3 "+2'ANCHORAGE OF PANEL4 +2'ANCHORAGE �OF PANEL
* + 58T05
:0 *'
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
f ..OFAUM.�
SGW10 I NTS 1 9 • 22
r
.14
.1
OP.
OCA�ON
j E j NE -
LICE LOCATION
SPLSPLIC ICE
L FO T CS�D U'
I ION� S
LUST R DETAIL)4CENTERLIN - E
'I C ME CLUSTER
2.04�—'
neeZ
AN61-10�KC4"
ASTRAGAL OR I-SPLICEL I
INTERLOCK-i IFNEEDED
CENTERLINE '1 1.75'
2.04'
4r' D
L!s
7�- 4-TRACK FRAME HEAD/SILL
ARAGAL 0 L�INMRLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, -C41,
NO
71 121 i.
-- L
ljTjl i MAX' q
x 2.04� IM5RIOR
21*
5.64- MAX
4V'DIAG. 7- 3.V D.C.
FRAME HEAWSLL \11/ 2-TRACK F 7 D ILL 6. MAX
ASTRAGAL I TERL CK
a ASTRAGAL OR INTERLOCK T 2-7RACK
(USE WHERE 6 CLUSTER (USEWHEREBCLIISTER FFUM—EJAMB 6!M
ANCHORS ARE REQUIRED, 'C5') ANCHORS ARE REQUIRED. 'C6-) ANCHORPAIR 4-TRACK
ASIP,1GAICII I SPUCELOCATIONI V DIAS. FR�T�JAMB
ASTr (FOR SPLICE ANCHORE�AIR :�5AL 08 F E!Edi� :�D 'INTE-a-66K COkXTI&�USE "I,1,IkT9:RLOCK I N 6 6
CENTERLINE 'C6' CLUSTER DETAIL) -CIENTERLINE 35.
7 ANCHORS MAY BE INSTALLED
ti r 3. �L-7
15' 7-
21- EITHER IN THE EXT. OR INT.
0 I=. RACK INT. SHOWN)
2J04' I- DIA6.
1.08
.08 2.04" NOTES:
J 5.64' 1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
4" DfAG. �RIOR W3.5' ALLOWED.
IM�RIM MA)( 2 FOR HEAD OR SILL SPLICE
3-TRACK FRAME 3-TRACK FRAME HEAD/SILL 6 1J1 1-6CATIONSIANCHORAGE AT
Q�GAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK P410OK SEE SHEET 9.
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK AMEJAMS
ANCHORS ARE REQUIRED, -CY) ANCHORS ARE REQUIRED,'C61 ANCHOR PAIR PRODUCT REVISED
as cc
)N ASTRAGAL Oil ASTRAGAL OR (FOR SPLICE FORSPUCED B.IId1%p'8N1 "Ith the Florida
INTERLOCK_� (FOR SPLICE CONDITION, DO NOT COND IONSONLr. No".. 0 17-0420.12
INTERLOCK SPLICE LOCATION Explarlio. D.to,0211712020
CENTERLINE CONDITION, USE CENTERLINE USE THIS DETAIL) "N
CT CLUSTER DETAIL) IF NEEDED
' 3 3 Y
3.6" 3.5" 7mfthr]= M... Control
W2
4"DIAG 2.44' DIAG. 104' V DIAG.
2�.04 5. 4.08" 1 2.W
..... ..... .
7' DIAG.
R 7' 3.5
15 4-TRACK FRAME HEAD/SILL 15 ME HFADISILL
(Si ASTRAGAL OR INTERLOCK OR INTERLOCK No.68705
(USEIWHERE 5 CLUSTER (USE WHEREBCLUSTER NCHORS ARE REQUIRFD,C6")
WITH &WITHOUT SPLICE CONDITION �'o t - ANCHOR$ ARE REQUIRED, cj
--ik4z I X Lym M�R. 11L Purolso RE
he
NTS 1 10 - 22
_ 204 204 INtEwoR 204' LMERIOR 2.04 '+1°ANCHOR
L1IRTUOR INTERIOR 7
I t :�612 I 4 DIAG 612; 4 DIAG 35, - 35 _
i d" v I INTERIOR I 90 i.:. 3 TERIOR f[ 90 1 3. "T 4 n LERO 1 ',.' INTERIOR
i CENTERLINE
1 TEaICa=. 4'.OIAG. 4'DIAG. .. . OF PANEL '
3.S • 4- 3.5' 4' 3.5' 3 4° '+2-ANCHOR
2.04" , ExTEnIOP 2.04" 7' 2.Oe 4' 2.04' Exrea oa 8.94'
EMERIQ4
80°CORNER 90° CORNER 135° CORNER 135° CORNER 2.04" 4" DIAG."
2-TRACK FRAME HEAO/SILL 2-TRACK FRAME HEAT -SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3,5+
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER CENTERLINE
ANCHORS ARE REQUIRED.-2D ANCHORS ARE REQUIRED,-M-) ANCHORS ARE REQUIRED,'G'1 ANCHORS ARE REQUIRED.. 'Cb') OFPANEL
4.08'
1-NTewoa .rtewc� �
.+3- ANCHOR a.pe� _ •+1"ANCHOR � .. `., ..
INTERIOR 4" lil 3.S° INTERIOR 7'41-
90° 7° 1135' E OR 2'0 4' DWG.
3.5' 3.5°
4.08" 4.08" - P
5.37. G. 5.37' D AG. 7" CENTERLINE
CENTERLINE �OFPANEL
° 3 5' 4' 3 5' OF PANEL 2-TRACK FRAME HEAD/SILL
ON INTERMEDIATE ANCHOR LAYOUT
ExTER1oR 7. e E ICR 7° 4" IMEwoR ALL '+2"ANCHOR
L'%TERN R
909CORNER 135-CORNER n_ VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V
CCT ANCHOR CLUSTER REQUIRED ('CB" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAG. PRODUCT REVISED
Co
MI5 Ne Florma
612' 6ullaing cep
INTESUOR INTERIOR 2,04' NOA-No. 17-0420.12
2.04" 1 3.5' I I ¢%pin0on Data 02/17/2020
4. EXTERIOR 5.88" —_—CENTERLINE //..
INTERIOR OF PANEL By_
INTE MDR 90° i 1350 °+3-ANCHOR mmn,wva rvaud cmo-ol
3.5',..� 04•
6.12' AG. 6.12" G 3.5° 4.W
1 T' E%TEwOR °
2.04" 3.6" 4-
2.04" -3.5° 3.5" 1 ` ullnl .
ExTEwoR 7 EXTERIOR 4 " � CENTERLINE �`o.........
iry
2.04
90°CORNER 135-CORNER
OFPANEL
•
+ LICENS' G Nle �I ;
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
4-TRACK HOR
'.P
C8 ANCHOR CLUSTER REQUIRED ('C8' ANCHOR CLUSTER REQUIRED
LAYOUT
ATALL4iRACK CORNERS) AT ALL 4-TRACK CORNERS)
.(3-TRACK SIMILAR)
NOTES:
MINIMUM ALLOWED
'%3 •:� ��
%�.n' 5'^'r•�`
1.ALL DIMENSIONS SHOWN ARE BASED ON lo>olwxNuooyP
ANCHOR QUANTITY AND SPACING, AND WOULD'.BE nvEmcEnal
oew,.
ANCHORAGE, EXAMPLE CLUSTERS
2.OETAIL3 DEPICT
IN174fAIm
�r
IDENTICAL FOR El0ER10R OR INTERIOR CORNER CONFIGURATIONS.
u /
]I]]�N1AIL
c'ERr. CFAI/Mf
NOGGWGES IHISSNEEi.
SERIES 770 ALUM. SC-D-LMIMPACT
IENZ
JR O(L C
'OHN/4 .t
SG6]N NTS 11 +22 POT0130
C
P£
PE85B>OS
I
TABLE A, —III U till k
SHEET 7 L/
2X W000 WOOUANCHORTYP.,
TYP., SEE ANCHOR SEE TABLE
A.ANCHOR NOTES
NOTE 3, SHEET &TABLE A. SHEETI
2-TRACK FRAME HEAD
WOOD INSTALLATION
WOODANG•HORTYP., 2XW'COD
SEE ANCHOR NOTES TYP.; SEE ANCHOR'
& TABLE A, SHEF"T 1 NOTES SHEET 1
:E'ANNOR m.-
V TERIOR 1
EDGE DISTANCE:
SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A. SHEET 1
2-TRACK FRAME SILL
0vi WOOD INSTALLATION
E MBEOMENT: SEE TAB LE A. SHFEDM T I EMBEENT, SEE TABLEA. SHEET
EDG€ OISTANQE:., F EOGE DISTANCE:;
i ) SEETABLEA SHEET I'-r. SEE TABLE A, SHEET
"2-1l7 S"•' _ 114"
MAX �
2X WOOD WOOD ANCHOR TYR.
TYR, SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET &TABLE A. SHEET!'
Y� 3 TRACK FRAME HEAD
WOOD INSTALLATION
WOODANCHORTYP., 2X WOOD
SEE ANCHOR NOTES TYP SEEANCHOR
SEE &TABLEA, HEET17 NOTEa,SHEET1
.HOR+.: k kiTi')/""J kiSTk 0: 1 i_i V
(1/4' MAX.) — ` I
E% [aOR
2-1/10'TE
-
EDGE DISTANCE:
SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLE A. SHEET 1
3-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
1
EMBEDMENT: SEE
TABLE A. SHEET 1
M
�
EDGE DISTANCE:
i
2X WOOD
F.DOE
DISTANCE; -
2Rs7000
I�iy�
SEETASUZA.
TYP,, SEE ANCHOR
i
$EETABLE A,
'SH[ET1 TYP., SEEANCHOR
4iIp .SHEET!
NOTF.3,SHEETI
NOTE 3, SHEET
2.1N6"
2-1/16'
WOOD ANCHOR
WOOD ANCHOR TYP.,
SEE ANCHOR NOTTESES
SEE ANCHOR NOTES
&TABLE A, SHEET
O
&TABLE A, SHEET
I
E MnOR II
EXTERIOR
1`
V 1/4° MAX. SHIM +I
F.—
5 1/4" MAX SHIM
2-TRACK FRAME JAMB
G1Y WOOD INSTALLATION
ry:'J a fAm
CERT. OFAUM. Ml l
METALTYP„ SMS ANCHOR TYP.,
SEEANCHOR _SEEANCHORNOTES
NOTE 4, SHEET 1 & TABLE A. SHEET I
4-TRACK FRAME HEAD
METAL INSTALLATION
SMSANCHORTYF., METAL
SEE ANCHOR NOTE ° SEE AN
EE &TABLE A.SHEETI NOTE 4,:
EreaBR I
�2-1/16"'
/--MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
1%4^ 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED'•;
SHIM . ONMIN.AELOWED. ..
2: METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A.
SHEET 1.
• DIAGONAL O.C. IS
MIN 4° (HEAD & SILL)
OR 6- (JAMB) SEE
DETAILS, SHEETS 10 &
i
MIN. OF THREADS BEYOND
THE METAL SUBSTRATE -
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET I
4-TRACK FRAME
SILL
METAL INSTALLATION
EMBEDMENT. SEE _
TABLE A, SHEET 1
PRODUCT REVISED
as piling with the Flodda
BullalnB Bod.
Nun -Bo. 17-0420.12
EDGE DISTANCE:
11VIll.e Bma 0211712020
SEE TABLE A,
METAL TYP..
SHEET I
By
SEEANCHOR
mm -Oa ro uct a
NOTE 4. SHEETI _
,
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
MIN. OF
1n1
THREADS
LYN,y
EIERIOR
BEYOND THE
METAL
`55YapNY
S
I -I
JCENSp
�` •.[P
�j
SUBSTRATE
.
1/4"MAX.SHIM I_--
=*; No, SB705
A_T Ls Wmentc
A4MR
'u. A,LYNNIQUER
54a1ro NTS 12 +22 PGT0130 0 RE.A WD5
EMBEOME
DET; I -" i. EMBEDMENT:SEETABLE'A,SHttll ,_ NOTES:
IN ALLATION , 1
EDGE DISTANCE: EDGE DISTANCE, 1. ALL DIMENSIONS
SEETABLEA SHEETI?
C CRETE '- EDGE I$TANCE EE + rSEETABLE A SHEET 1 SHOWN ARE BASED ,
CONCRETE {
_.� n „
t TABLEA EET1 CONCRETE - ON MIN;ALLOWED
P RTAELE 2-tl16 + PER TABLE
.. PER TABLE 27/78"
��._ 2 6 �"
-
A SHEETI SHEETI- - A SHEET 7' :. " 1(4 •DIAGONALOC. IS
Y�• _p,,,
�..., "� MAX MIN'4: (HEAD&SILO)`
EXTERIOR Y 1 SHIM OR6°.(JAMB)_SEE ;
v
Y
' • -
II E%TERIOR T DETAILS.11SHEETS
- ..
EMBE ENT:EXTERIOR
SEETAi ET, J U P
,. S IM SHIM
.
'PROPE YSECUREDIX CONCRETE HOR TYP.,- PROPERLY SECURED IX - CONCRETE ANCHOR TYP., PROPERLY SECURED IXCONCRETE ANCHOR TYP.,
WOODS KTYP.,SEE SEE ANCHO OTES& WOOD BUCK TYP.: SEE SEEANCHORNOTES'& WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
ANCHOR NO ,SHEETI TABLEA,S -ET1 ANCHOR NOTE 3, SHEET I TABLE A, SHEETI ANCHOR NOTE 3, SHEET I TABLE A, SHEETI
C FRAME HEAL)
CONCRETE RITYP..
SEEA HOR N07E5&
'r ABLE A, SH'cETt
SEEA�HOR
OT (5 MEET —I
1 1 'MAX + �yJ�
OR I
" 21/i6 I
EMBEDMENT: SEE'
TABLE A, SHEETI
DPERLYSECURED ea
WOOD BUCK TYP.,—
i ANCHOR NOTE 3,
SHEETI
NG/CMU ANCHOR
YP., SEE ANCHOR
NOTES & TABLEA,
SHEET I
tXTERIOR
MAX. SHIM
WE D 3-TRACK FRAME HEAD
INSTALLATION
4-TRA K
CONCRETE INSTALLATION
ALLATION CONCRETE
0PERLYSECUREDIX CONCRETE ANCHOR TYP.. PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
N EUCKTYP.,RF_F SEE ANCHOR NOTES& WOOD BUCK TYP SEE
SEE ANCHOR NOTES& WOOD BUCK TYP., SEE
VCHD OTE3;SHEET1 I' TABLE A.SHEEE'-i AIvCl OR N.i; SHEET,i-
-' TABLEA SY.EET,i
rt CK .,.:
SHEET.1
..�
:y.
S .
aE(1/4'MOR
r
SEE ANCHOR
,
iVOE3,
NOTE 6
SHEETI
NOTE 5,
SHEET 1�
(1/4 MAX) .:. ,.-.
_.M .,.
(1/4'MAX.)
--•.
•,
-.,• 1.
-a
EXTERIOR I
E 6R1O R
CONCRETE
211/16'
2-0/18
PER TABLE
ONCRETE EDGE DISTANCE:
CONCRETE
EDGE DISTANCE:
A. SHEET 1
ERTABLE SEE TABLE A, SHEETS
PER TABLE
SEE TABLE A, SHEETI
SHEETI
SHEETI EMBEDMENT: SEE TABLE A, SHEET I
A,SHEET1'
EMBEDMENT: SEETABLE A, SHEETI
WE SILL 3-TRACK FRAME SILL
4-TRACK FRAME SILL
Fc CONCRETEIINSTALLATION
NSTALLATIO CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEETI �1�
EMBEDMENT: SEE
l'ABLEA,SHEETI
'� EDGE DISTANCE:
BLE
PRODUCT REVISED
I in Ith the FlcFlaa
ouilaine �c17-0420.12
NOA-No.
ErrylraBon oalc 02/17/2020
:aa¢SHEET1
SHEETI
. :.
OPERLY SECURED
1 WOODBUCKTYP..—
SEE ANCHOR NOTE a,,
'CONCRETE
SHEET7
\_ORCMU
E%TEFIOR
PERTABLE
_
V1/V MAX. SHIM
A,SHEETI
AMEJAMB
�T� 3-TRI
am
ICMU INSTAL ION
CON(
10M MW
(x11XeF dw
CERE,OEN?H.Cl.
SEE TABLEA, iXWOOD BUCK TYP_
SHEETI SEE ANCHOR NOTE 3,
_7 _ SHEETIiII
-
1 CONIC✓CMU ANCHOR
TYP.. SEE ANCHOR
NOTES & TABLE A,
SHEETI
CONCRETE
_OR CMU E?vMRIOR
PERTABLE ���LL
A, SHEET 1 1/
SEE TA A
SHEET
Mllami- a uct Gonerol
A, SHEET 1
RIE
i/4'MAX. SHIM=TFf No.5W05
_ A
MB Ic CORACK FRAME JAMB
STALLATION - 4-TNCRETE/CMU INSTALLATION ' %3t 1
A HORAGEDETAILS =,FyT" `coRlp!+..''
'
'SiNAL tl\
SERIES 770 ALUM. SGD-Lr AM IMPACT i UnOn�
_T axb/6. AA"NM[UM,P.E.
sm-rro NITS 3 a22 PGT6130 0 E.EA 55705
INSTALLATION DETAILS
:. •
NOTES: -
- ..:.
- .. -.- ',.:
:.-
. r.:, ., r ... _. ,
_ 1. ALL DIMENSIONS
.... c r
' ....-
.,.... -
FRAME JAMB
-
SHOWN AREBASED.
REQUIREOATALL
2.893'MIN
ON MIN. ALLOWED.
.'
Fu
'EMBEDMENT
INSIDE POCKETS
} `r' 1 " TO PREVENT
EDGE
DISTANCE
. FIGURES ONTHIS
...:
`
SEC
'',iTABLE
WATER
<d.
:y.
�`
` '";'
WOOD FRAMING
A'SHEETI
t P-HOOK MOUNTING ADAPTER
OUNRNGATYP.
s I
e
LLEET ATIvifQH_
US TI -
-7,',
WOOOK
INFILTRATION
_
CONC./CMU
pUR'POSES ONLY. SEE
SEE ANCHOR NOTES
ANCHOR TYR, SEE
TABLE A,SHEETI FOR
A. SHED
EMBEDMENT:
—
&TABLEA, SHEETI
26
-
ANCHOR NOTES&
ABLE
SEE TABLE A,
(ALSOSEETYP.
_ TABLE A, SHEETI
SUBSTRATES.
SHEET 1
ILLUSTRATION, SHEET 9)
`.
1414' MIN. EDGE DISTANCE
CISTANCE: SEE
E MRIOR
3. SEE TAKES 13,
SHEETS 8-8 FOR
T BLE A. SHEET 1 EMBEDMENT:
SEETABLEA,
l
`
P-HOOK MOUNTING
REQUIRED P-HOOK
- 26
Fz1ERlna .. SHEE.T1
"�-'=,•�:'�-'.'�.
Af)APTER CONC./CMU
NDP-HOOK
PHOOKWOODANCHORTYR. 1T'11 ANCHOR TYP., SEE MOUNTING ADAPTER
SEE ANCHOR NOTES C7 P-NOON -�• ANCHOR NOTES &TABLE ANCHOR QUANTITIES.
CONCRETE.OR -ALSO SEE EXAMPLE
&TADLEA HEETt _ - "' rCh nrr 4, SHEET
•,- GMU PERfABLE--; - .. ., ,ONSHEETO.
I+ (ALSO SEE f1P Ll.' -2983°MIN. f• yr TABLE&SHEET1 (ALSOSEETYP.
SHEET9 t- A•SHEETI ILLUSTRATION SHEET 9)
ILLUSTRATION,
) EDGE DISTANCE
FOR USE WITH FLAT SILL RISERS
®P-HOOK
•tw PANTS#18 029 #22 OR#24,
WOOD INSTALLATION EXTERIORMOUNTSHOW1
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
METAL TYP.,
SEENCHOR
PjH00KMOUNTING CONCRETEOR
NOTE 4, SHEETS
EMBEDMENT: BEE
TABLE A, SHEET 1
ADAPTER SINS CMU PER TABLE-.
M IN. OF THREADS
ANCHOR NP., SEE q, SHEETI
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
SHEETI EMBEDMENT:
(ALSOL
ALSOEE
ILLUSTRATION, SEE TABLE A.
SHEETI
MEETEET
SEE TABLEE A,
EDG BEE
SHEET 1�
TABLE A. SHNT;
1
FOR USE WITH ANY SILL
RISER
ISP-HOOK
PARTS#18,#20#220R#24,
CONCRETE/CMU INSTALLATION
INTERIOR MOUNT SHOWN,
(SEE TABLES IA,1 &3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
EXTERIOR CONDITION
EMBEDMENT: SEE ADAPTER CONC./CMU
TABLE A, SHEETIANCHOR TYP., SEE
ANCHOR NOTES & TABLE
1414" MIN. EDGE DISTANCE
IOC:; SS!S A)CriOR TYP., ,'
SEEANCHORNOTES
-
.... R .-..r ..
n '--•"' f'—
P-H(iOK.CONCJCfdU /
NCHORTIP.. SEED
— .,EnERIOR
&TABLE A. SHEET
V
ANCHOR NOTES&TABLE
(ALSO SEE TYP.
2.693- MI14
A. SHEET I
2.893' MIN.
ILLUSTRATION, SHEET B)
EDGE DISTANCE
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
FOR USE WITH BOX SILL RISERS
P-HOOK FOR USE WITH BOX SILL RISERS
®P-HOOK
w PARTS 019.#21,#23 OR 026,
Ko PARTS #f 9. #21. OMOR#25, _
METAL INSTALLATION EXTERIOR
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES IA 2A&3A MOUNT
(SEE TABLES IA 2A&3A MOUNT
FORWATERRATINGS) ONLY
FOR WATER RATINGS) ONLY
fO
miECHNIXIXiyWtl4E
Nwmr�rtGfan
ANCHORAGE DETAILS
tyt1)1@N6Ce
7nT
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SERIES 770 ALUM. SGD-LM IMPACT
s_....... I...,—lu.n I�su
Ws m I NTS 1 14 a 22 1 PGTO130
PRODUCT REVISED
as plying wIM Me Florida
Sulldle9 Cede
NCA_No. 17-0420.12
EFPintlnn gal 02H7/2020 1
miaml-G pro uc con re
111111I IIll/ ..........
No. SBTpS
7 Y F�
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CONFIG. EXAMPLES
,y
• " ^ . HEADER DETAIL A
_ SHEET 18; INSTALLATIO+`I r
DETAILS'AW &Ac rl
f 9 SHEETS 12813�
NOTES:
7) "BEE 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEE DP/ANCHOR
TABLES, SHEETS 6A FOR MAX
PANEL HEIGHT AND WIDTH. SEE
SHEETS 18 & 10 FOR SECTION
DETAILS AND SHEETS 1244 FOR
INSTALLATION DETAILS. I PAN
2)(1) LOOK (ITEMS 75& 107-110)AT HEI
EACH LOCKSTILE, LOCKING INTO
KEEPER (ITEM 103) AT FRAME JAMB
ORASTRAGAL
' ' f1'^- 3)P)EASE $EEAPPLICABLE ;i--^ -'li
ASTRAGAL B INTERLOCK
COMBINATIONS PER DP/ANCHOR
TABLES. )`
SILL UETAIL'D', SHEET 18; J
INSTALLATION DETAILS
'OW 8 Ue, SHEETS 12 & 13
SMS
PANEL CORNER
DETAIL
'--
Mpy„
GHf
' MAX.
- - .WIDTH
' 1 ".
- i •'.a
-
UNIT
,--
MAX
DLO
WIDTH
-
MAX. UNIT WIDTH
NOM. PANEL WIDTH
TYP. PER TABLES 1-3E
I. R .f.
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EXTERIOR
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PANEL
TYPE
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TYPE
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NOM.
UNIT
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I
PANE_
/
MAX. HEIGHT INTERLOCK DETAIL
DLO PER 'W SHEET
SEE
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/
HEIGHT TABLES EXT INTEROR
NOTE2
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&'GI SHEETS 12 & 13
L
DLO WIDTH =NOM. PANEL WIDTH -7"
90°
OLD HEIGHT - DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866'
EXAMPLE: 90" INSIDE CORNER, 4 PANELS - XXIXX
SILICONE
NFrH DE
SIT
SILICONE STRUCTURAL 1/9'NOM
�BY OTHERS POLYISOSUTYLENE
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PartB
Description
Materiall
124
jKOntTadtn94,9G TP8 Spacer System
125
Ouanex Super Spacer NT with Hot Melt Butyl
See this
Sheet or
126
Ouanex Dom$eal Spacer
Materials
127
Cardinal )0. Edge Spacer
RtFtRGVGe I es I ,.monm: r2 0„,, � a o=.�
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PRODUCT REVISED
T
PH
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�.
MAX.
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NSTALLATION DETAILS
GW &'Gc', SHEETS 12 & 13
SHEET
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MAY,
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.
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TYPE TYPE
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SEE
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NOTE 2.
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HEIGHT TABLES IB
SHEET 15
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CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET IS 2-TRACK 'DW&'De, SHEETS I2&13 EXAMPLE: 90'OUTSIDE CORNER -XXIXX(2-TRACK)
JAMB DETAIL'11', SHEET 18;
ASTRAGAL DETAILS'L7'& INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILSTV&
\ L2. SHEET I9� ,� INTERLOCK DETAIL'M', SHEETI9 'Ic', SHEETS I2&13�
' HEADER DETAIL 1
J ETAIL'H2', SHEET P-HOOK DETAIL'J' &'K', SHEET B', SHEET 13;
18: INSTALLATION DETAILS 19; INSTALLATION DETAILS'JM, INSTALLATION JAMB DETAIL'12', SHE ET 18; INSTALLATION
'HW &'He. SHEETS 12 & 13 'Jd,'Kvf &'Ke, SHEET 14 DETAILS'Bme &'Bd, DETAILS & le, SHEETS 12 & 13
SHEETS 12 & 13
NR W DTH
MID(
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F
TAI
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----
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PANEL
TYPE
TYPE
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NOTEE2E
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HEIGHT
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I
D
X
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X
---- ,r
EXAMPLE: OXXXD BILL DETAIL 'E',SHEET I8;-
(3-TRACK RIGHT POCKET) INSTALLATION DETAILS
'Ew &'Ec', SHEETS 12 & 13
I-�-- MAX. U I
PANEL
PANEL
PANEL
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TYPE
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PRODUCT REVISED
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Building Co
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C
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EXAMPLE: XXXO SILL DETAIL'P, SHEET 18;
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'PW &'Fc. SHEETS 12 & 13
rFNNr.o Aurir.M?A i SERIES 770ALUM. SGD-LM IMPACT
°Of!�': ?"E, ® - soo->ro CMS 16 • 22 PGTO130
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SIZES & DESIGN PRESSURE.
2. PANEL TYPES NOT SHOWN ORCROSSEOOFF
ILL!
w[H)MNDLE
a..
PANEL PANEL
ARE NOT REQUIRED FOR ANY CONFIGURATIONS
F—
ASTRAGAL
T u
STILE
STILE
AND ARE NOT AVAILABLE.
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.BOX OUT
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3. 90- ASTRAGALS TO USE HEAVY-DUTY STILES
I-L
ASTRAGAL
T U
PANEL 'E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND
(#61) CORNER RECEIVER (#1 J8) AND EITHER
bcr�RtOR (#119) OR INTERIOR (4120) CORNER
ULI
BOX N :r5o,
APPLICABLE
STILE/ASTRAGAL REQUIREMENTS.
ASTRAGALS.
_j
4,136- ASTRAGALS TO USE HEAVY-DUTY STILES
Cn
INTCORNER
ER
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90 LOCKSTUE
RT
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W HANDLE #128
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062'2. -
5
PRODUCT REVISED
i .082- .. alalplglu, wIM the FlI
B"Ildl. . .
4.066- 9
0A_Ni.. 17-0420.12
WI HANDLE
INI
INI . ClaVE,
90 RECEIVER
AT
AS
nrR
�3,305
mr z j
Explm'flon Date 02/17/2020
By
tM'NANCLE
4
Mhla� Pdo amb.
mia
EXTCORIlER ",M,.
ORECENER Y�6
.
CF -
�',SILI RISER FIAT-
I USH
�Im RISER, V.LLRISER FLAT
SILL
lON,2-1jZ" OMEDIUM,34M.
8-
SILL R11 E
L Is
RISER FLAT
24
HIGH
" 7
,
_11F
-
.75T
ORNER
a�TIC C..
WHANCLE
INT CORNER
361112CEIVER
v T
WT
v
VF
160.
-TERICR
062-
4.05�
W1 WNDLEa6z
2555.
atununn
...............
I 1C
SILL RISER, DWI-
@FLUSH,
SILLRISER BOX SILL �ISER. BOX
0� MEDIUM. 3-1/4'
SILL RISER, BOX �7
- NO 58705
HIGH.
1.112-
�(D
NOT VALID
FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8
Fl=w- mvvs PANO TYPES
J.a.mw
CERT. OF'AtRti �
11,11111
SERIES'770 ALUM. SGD - LM IMPACT L
CI MIS SHEET.NITS
Tolso A. LYNN MILLER RE.
AfTs 1, 22 PGOISO c P.E153705
a
ASSEMBLY DETAILS
(SEE SHEETS I2-14 FOR FOR INSTALLATION. DETAILS) - ORB 1 JAMBLEND _ OS p 106 NLL PANEL T1
LL
` io6'N LENGTH, c1 1 60 'OR 51-'¢ "24RACK JAMB 5o GR 61 + jsai0l- 1 05 Ir
R
14 OF AME J 'v 5
7 ` ®,....
r,/SHOWN SEEDETAILGI
WRH FOR FIXED
OPERABLE eu PANEL CLIP - r�g pr Rq
J �.�0C—K PA SEE DETAIL G2
1 ^._'�rFnnga f0.9 tf3'jSBIBT_I 1m FOR FIXED 6. do OR et
V IPANEL CLIP f03
f5 5 G
JGTH G L(O.
0 J (ti0 OR 51 -
2-TRACKJAMS 2_f-\CK JAMD j-Ik T"%ERIOR �EMER Oµ FLEXTERIOR
1�E%TERI02
CLIP 1l500R NIBS L uLREuv " V
V!/RETAINER k123 IIrF ' TRACK JAMB 3TiLw^K JAMB 4-TRACKJAMB 4-TRACK JAMB
(SHOWN WITH N H1 (SHOWN WITH (SHOWN WITH II (SHOWN WITH IZ (SHOWN WITH
FIXED PANEL TO _ OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE EXTERIOR) THE INTERIOR)
1r1 SEE DETAIL ON SHEEI15EXTERIOR'16 121 SEE DETAIL ON SHEET IS 121 SEE DETAIL ON EHEETdS
SHOWNWITH A 2-TRACKWISCREtJV
OPT. SCREEN FRAME HEAD
TRACK
(N2-TRACK W/SCREEN
AME SILL
REM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1.3, SHEETS SA FOR DP (PSF) ASSOCIATED WITH STILE.
EMEmmR EXTERIOR
a�10 a
3-TRACK
(9)FRAME HEAD
-rz;ER•cq ...StPI sale
_ r4GRTJ +
n
e
n_
5
3-TRACK
E FRAME SILL
+Or.tECHNOLOGYORIR
M,ERICE,n.wTs j .C�.
LERT. J£AURL R8fi6
MAX UNIT
HEIGHT PER
TABLES W
dghLTRACK
F FRAME SILL
ALUM. SGD-WINDOW-LMI
e-
ViS 18 + 22 1 PGT0129
PRODUCT REVISED
as plyln, wills the Morals
0.11EIn8 COOEE
NOA-Ne. 17-0420.12
E.pNnn.n D.t.0211712020
`4,nl l,tf'•
AM14MLIER,RE.
PED M705
i
ASSEMBLY DETAILS `
(SEE SHEETS 12 14 FOR FOR INSTALLATION DETAILS)
1 - 16 T.1 a v: 30 i 11
I ] 2] fi3 28 27
60 OR 61 - 800R 81
29 14
29
5
85 65
EXTEROR 111 (j EXTEgI� 111
•v- 82 v B2 EX1ERIOR IWERIOR
P-HOOK FOR FLAT SILLS o.i) P-HCOK FOR BOX SILLS a I JI
E% RIOR
Z6l
v
D" TERIOR � U
60
119 103 119 IT-E%TER10,
u TANASTRAGAL
WITH STANDARD STILES 460
,
�L6
WITH HEAVY-DUTY STILES
OUTSIDE CORNER
m2-TRACKHOWN
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
�" 2-TRACK SHOWN
6135' OUTSIDE CORNER
Ol 2-TRACK SHOWN
I 110 -
103 `•r n1N no 600RE1 '
]ERIOR
INTERIOR
E%IERIOR
00 OR 61
IT
5
®INTERLOCK
M
I
19
11
' ITEM #61 (HEAVY43UTY
STILE) SHOWN, ITEM#60
y
(STANDARD STILE) ALSO
INSIDE CORNER
APPLICABLE, SEE TABLES
®SO-
rv2 2-TRACK SHOWN
Bd
1-3, SHEETS FOR DP
(PSF) ASSOCIATED WITH
STILES.
i
PRODUCT REVISED
pM., urI1 lSp FIaN6a
31 OLK PART
76SI0711
6a11E1ln9 i%d.
NOA-Np. 17-0420.12
/�
y r INTEFIOR
Pxpira0on Datc 17/2020
l
Carr. oEAumrzcaa V SERIES 770ALUM. SGD-LM IMPACT
auvl] c �dc1NDEs nussrgrT o„� a.aa.. a� a.
P. LYNNMIIIERRE.
JR id10/!0
° sso-m NTS I 19 � • 22 l."7PG70130 C REisnas
Imo-- 5069' �—�y 858:
I 12t1 �'
0 08071n
l 'T1.5cs.-
FP1
0.081" O2-TRACK HEAD - to 4TRACK SILL �'
�anno ra nn 1Fnaa.r.; el \
� gose•
I''IIIj"WII'-r7iJ'LJL_. 115
0.081• J (D2TRACK HEAD W/SCREEN TRACK �2- RACKSILL
(6063-T6 AL) (GC63-TB A'_)
i
7.10V --" 6221-
0.080,
1, JI IuL 1.505•
0.081• 03-TRACK HEAD - O2-TRACK SILL WW//SCREEN TRACK_
(W63-TO AL) (6063-TEAL)
I
9.142'
4.49'
0.080"
1 2�11• 1.50E•
0.081' O4.TRACK HEADT—M O2-TRACK SILL
(6063-TO AL) (6063-T6 AL)
1.I
2I
g!�
I��0.06
r__��
0.
0080'
1.51W 1.990•
FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
OADD-0N
12 AOD-0N 3 ENOADDAN
(6063-T6AL) (6083-T6 AL) (6G83-T6 AL)
REQUIRES MIN. 410 SMS REQUIRES MIN.#10 SMS
OR3/16°MASONRY OR3/16"MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ AX. 24• MO.C. ANCHORS @ 24- MAX. O.C.
I1om>'EcxNxaovOrove ae+w. —_
N 4EMCE R31T15 EXTRUSIC
� (919 A'P]60p
SERIES 7?
—y
0081 -- :
7 36°
6.198'
1 5.069"
16 3-TRACK JAMS
(6003 T6 AL)
1`8�72
4-0 C�S
I'
S�TILE
(6063-TJ61017AL)
II
' 99 a.ssz°
t< 2-TRACK JAMB
45 SCREEN
,, f60¢3 To ALj.
TOR RAIL
(WtI3T5 AL)
17 4-TRACK JAMB
(6063-TO AL)
r — 0.075"
1.993"
I— 0.062'
SCREEN
48 BOTTOM RAIL
(6083-TEAL)
PRODUCT REVISED
p in9 with 14e FloNtla
NOA-Nn. 17-0420.12
E.W.H.. Oat. 02/17/2020
eY
Minm ontro
1p1Ulunit' ,
AND.........,
* : No. 58705 .P
It
StA
AL..... �
AAN!,RL Ka£.
REA WIGS
0718 083 2704 --- t 3802'
` 3 802' - 0 752 1
0752 P �P
1' 0574 c t 0796- �1'1163� P. 1- �� - 0 080 L 0 052 JJJ �S 0 062
^ 02 ^ 0.233
F �C-4 . 581r 0.075" N P-HOOK MOUNTING" - P-HOOK SCREW 1
6 SCREW COVER 11 TRACK 26, P-HOOK - -"20 ADAPTOR COVER 0.080" ao PNOOK'FOR BOX RISER - -
(gOgO-76 AI-) (6083-T(AL) (6063-Tfi AL) (606346AL) (606&T6 AL) (6063-TO AL)
455' 4"
2.30' 1.468' � 7.739' +I
0.080" i 0.0"2" 1 1.303°
0.830" ° 1.600 L
1.870'�'3 i26-t 0.062" 0: S
7.974" 3.125'
2.44'
\li-•<:. V"+. INTERLOCK INTERLOCK`
Ot 135' CORNER 32 "135° FIXED MOUNT" %� �F � ' BO STANDARD STICE') ';.----- et HEAVY DUTY STILE � AD� APTER (F SCREW COVER
(6063-T6 AL) (60(G46 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
1-- 3.979'
W0,0,5",
1,641'
0.125
6] STANDARD ASTRAGAL
(6063-T6AL)
1.0ay
9
FIXED I
PANEL CLIP
(6063-T6 AL)
.550" 0 0
0.709'
0.080"
FD0i0 PANEL .
foe RETAINER 9/16"
(6063-T6 AL)
0.281" -1 1-
O HEAW DUTY ASTRAGAL
(6063-16AL)
1.03•
O TOPIBOTTOM RAIL
(6063-T6 AL)
�� 1.050' F
I I
0 1,050'
.289'
.485"
045"
.045" �-
GLAZING 7/16'GLA7ING G9/WGI.AZING
i9 BEAD O� BEAD, FO(ED
81 BEAD
(60&3-T6AL) PANEL CLIP
(6063-T6AL)
(6063-T6AL)
PRODUCT REVISED
as ptlin9 with IM10 Fladtle
0.11d], Lade
NOA-11o. 17-0420.12
EaabaOon Date 02/17/2020
' � 4' "� 5.621" � Miam-Da - -
re . tcontro11
.L �_.<__, _.' _ r
0.7U9• 2.1 3' 0.133' .498' 0.133• ....
0.680"
0.883
FIXED PANEL 5.621' N
123 RETAINER, 7/4
' tm 90' INSIDE CORNER ASTRAGAL J� 11Y LYNp
(6063-T6AL). 2.826' 11990' OUTSIDE CORNER ASTRAGAL (6063-TG AL) � ���`�'VCENS•�7 '
to
i18 93 ER RECEIVER (6063-T6 AL)
(806063-T6-T6AL) _ * : No. 56]OS * _
1mo]FcxNoco6rdmm -'�0O�SAEIOwEXTRUSIONS rI
i(4l(U;1
S/OIVAL ....... SERIES 770ALUM. SGD-LM IMPACT "
IFWITI
R -fdldf4 NTS 1 22 - 22 PGTO130 C PeAsems