HomeMy WebLinkAboutNOASCANNED
BY
St. Lucie COunty
MIAMI•DADE MIAMI-DARE COUNTY
0 i PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy
PGT Industries, Inc.
1070 Technology Drive j
North Venice, FL 34275 j
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having. Jurisdiction (AHJ).
hyisiOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
-�Odttgn-,(In Miami -Dade County) and/or the AHJ (in areas other than Nf ami-Dade County) reserve the right
fo';4ue this product or material tested for quality assurance purposes. If this product or material fails. to
pec£o�m in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
7'1'
edate'yi.estheonthat
Thts"product is a e as descr bed here n, and has been nest ed lorida Building
C6de;'Finclud' the High Veloc a Hurricane Zone.
DO'S., ION: Series "P(;'S` Clipped Extruded Aluminum Tube'Mullion — L.M.T.
tr:2fena ... .
(iPgROV TTMENT 9rawing No 6300JR titled "Impact —Resistant Aluminum Tube Ikons",
sbget - 1 through 25 of 25, prepare y man =Mrer,--eaiad--OS revision C
dalte'ds:06/19/17, signed and sea; ed by Anthony Lynn Miller, P.E., bearing the Miami -bade County Product
.Control Revision stamp with tie Notice of Acceptance number and expiration date by the Miami -Dade
,
Coartt ,,Product Control Section.,
fa#ULING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state,
model series, and following statement: "Miami -Dade County Product Yontrol Approved", unless otherwise
noted. -herein.
WTEWAL of this NOA shall be considered after a renewal application has been filed and there has been
nol bhaitge in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
.ffi '
in.fhe`materials, use, and/or maei;ufacture of the product or process. Misuse of this NOA as an endorsement
IIAIo�,a "roduct, for sales, adveriising or any other purposes shall automatically terminate this NOA. Failure
toi comply with any section of this--NOA shall be cause for termination and removal of NOA.
M"RTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration daW'may be displayed in advertising literature. If any portion of the NOA is
fhsp)ayed, then it shall be done in its entirety.
TION: A copy of this entire NOA shall be provided to the user by the manufacturer or, its
rs and shall be available for inspection at the job site at the request of the Building Official.
y revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well'as
document mentioned above.
fitted documentation was reviewed by Jorge M Plasencia, I' .
u , -
NOA No.17-06
iration Date: May
l D26, 2021
'"Approvaate: ore
Page 1
PGMIndustries, Inc.
NOTICE 0-VACCEPTANCE: EVIDENCE SUBMITTED
_0
X-.r.'� DRAWINGS
Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819.05)
�'2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of'25, dated 08/29/11, with revision C dated 06119/17, prepared by
manufacturer; signed and sealed by Anthony Lynn Miller, P.E.
'41ESTS
Test reports on-:1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, T oading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
A " 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.11, and TAS 202-94
' along with in*ked -up drawings and installation diagram of clipped aluminum
mullions; prepaied by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 tin:u E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by N16rlin D. Brinson, P.E.
(Submitted un,.W NOA No. 10-0819.05)
.CALCULATIONS
1. Anchor verification calculations and structured analysis, complying with FBC 151h
Edition (2014).and with FBC 6" Edition (2017),'Iprepared by manufacturer, dated
09/29/17, signed and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade qc F I artment of Regulatory and Economic Resources (RER).
E.,- NIATERL4,L CERTIFT - CATIONS
q,
1. None.
e
Jorge M. Plasencia, P.E.
Produet Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09, 2017
4
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-56 Edition (2014) and FBC-6t, Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter, of no financial interest, dated 00/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
'==;OTHERS
1. Notice of Acceptance No. 16-0218.03, issued to PG,T Industries, Inc. for their Series
'PGT" Clipped Extruded Aluminum Tube &lullion — L.M.I., approved on
04/14/16 and expiring on 05/26/21.
r
u
.Y
1,
4.
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
E-2
FIGURE L
MULTIFLE
VERRUL LwLL--I
MULLIONS
�oFEWNOwIDiNiCP
sEEGE1NW`
P-0.GJ(
�1 TJ
SNEETsai
i
YEN
SFFFST
AIHRD G:
SNEET�
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LO+mH
I
/
/
/SEEBFrNL5
LHGBPLHTAL
MIll
:
SHOETSLEISN
1£n`u1H
..rom�aru
HULL---OPENINOWmTei�
—1lelmx�—
r
is .,.I
HaF,,
SINGLEMUWON SINGLE MULLION
MUST BE AN0 OREb PROPERLY70 TRANSFER LOADSAKO ARETO REDESIGNED BYOTHERS. I
2)THEWPE AND NUMBER OFANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCEOF THE MULLED UNITS. MULLIONS
WINE BEEN TESTED AS'FREE.FLOATING' AND 00 NOT NEED TO BE DIRECTLYATTACHED TO THEMULLION 0.FS, BUT SHALL
NOT HAVEA GAP OF MORE THAN VV FTROM TfE OLP.
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINGLGA W CORRESPONDING TOTHEREQUIRED
DESIGN PRESSURE MUWONS ARE CALCULATED TO DEFLECTING MORETHAN.U180. THE 1J35MESS INCREASE WAS NOTWED
IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILRY OF OTHERSAND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF 014LY TWO ADJACENT FENESTRATION PRODUCTSTO DETERMINE PRESSURES AND
ANCHORAGE FOR THE COMMON MULLION, SEE MMPLES ON THIS SHEET. AND SHEET24. FOR MULTIPLE UNITS, CONSIDER
ONLY TWOAWACENr UNITS AT A TIME WHEN USING THE DESIGN PRESSUREAND ANCHCRAGETABLES. TILE LOWEST DESIGN
PRESSURE CF!1L"".TREE MULL'CNSD-'[ ESTiLt�r`1 ^RWUCTSSHNIPPPLY.
gti WnoParailNo^rouR slze W THc M. i1CN7ABLEs; M.wAvs _RouND1R ro TnE NFxrs12E HGIAN a: TrE rwglE�s).�
Hie '
GENERA- N01E5
II CTIION5..
ELEVATIONS__.. .. .., ... I
MULL TO U WOOD...... ... .__....._ 2 Py"
MILL TO I 3 MAGONRG............z S_
INSTALLATION NOTES.._.._.__.2
MLA- TO NASONRY.._._........._.3
MITI TO BTEFisno__.._...a ,.! „
1 x4a.325
REACTIONS. FAA\mE31 Ai ..........
FFAFSTMTIWJ
8) REFERENCE TEST REPORTS: FL-844.B; ELOO ULTRACONIAGGRE-GATOR NOAS LOADINGF.trAIUPLES_....
GRGWmSIIAY
SE TFANr1YFE C DE, AND
AND EAPPROHAVE BEN IMPACT
TGND NOW PAED TOGOV.PLY WITHTIONS. 'JWO UAM ONDS OF THEFLD WITH BUILDING
uum BE CODE, ANOADFENE FENESTRATION
HAVING CT
PLICATVALS. M'JWONSAF!EONLY TO REUSED WITH
MAN.TALTAtEO PGT-APPR(VED FENESTMTON PRODUCTS HAVING CURRENT APPROVALS.
SYGGi,
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH2.
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNUMf1ED PROVIDED THAT ME SPAN AND OPENING
WIDT !HEIGHT OF EACH INOMDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA
INSTRUCTIONS:
1) DETERMNETHE DESIGN PRESSURE REQUIREMENT (LEVM) FOR THE OPENING USING THE ASCEC STANDARD.
xOR12 MDIILENG1 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH.
3) REEFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'ORTRIANGULARRRAPEIDIOPL'-
FIND THECHCSEN MUUIONE MULLION CAPACIttfU3Y'Fl9'FROM TABLES I: iHHOUGH 16A 0!:$HEETSSTHROUGH 2O RESPECTNBLT; B$L'IG
E MUWCN TYPE, LENGTH ANO OPEI:LVO VlIOTH OR HEIGHT (DEPENDING FTHE MULl10N IS SPANNING VETGIGAL.Y Oft HORIZOMALLYA TIE
y � p van. M ON LPPACITY OBTAINED SHALLMEEi OR IXf:®THE DESIGN PRESSURE REOl11REMENT(LBSIFT'1 FORTHEOPENLNG OBTAINED IN
�TM
6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEM COLUMN ANCHOR CAPACITY REWIRED (LBS). THIS VALUE
R PRESENTS THE WINOLOAD TRANSFERRED TOTHE SUBSTRATE BY THEANCHORS PND MUST BE MET TOATTAIN THE FIILLMULLION CPPACT'.
y mGGMMTM01_ __ I ^^FROM THEANCHOR CAPACITY(LBS)TARLE ON THE 9AMESHEETAND USING YOUR ACTUALSUBSTRATE CONDITION(MULTIPLE
,nunomlAeToeTEIAHf.HQR{YIP PATTERN MAYAPPLVJ SELECT AN ANCIiORCLIP PATTENNPND VERIFY THAT THE REOUIF:FD MICHOR
'\SEECORR'=SPOND I TAlB T LLIONS T)IFTHE MUWON GPACRYRBSRT'1 OBTAINED WTHE TABLE IS HIGHERTHAN THE DESIGN PRESSURE REOUIRWENT ILBShTIFORTHE
FROMFlOUREIABOVE OPENING, YOU MAY USE ME 'ANCHOR CAPACITYADJUSTMSNT FORMULA' TO OBTAIN THE LOWERANCHOR GAPACTTY REONREO.WRN THIS
bDEE fSTANDARDS USED: VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FORMS SAME SUBSTRATE
.2017 FLORIDA BUILDING CODE (FBC), LIM EDITION 8) VERIFY THE DESIGN PRESSURE RATING (MSIFP) FOR THE FENESTRATION PRODUCT TO BE USED ANO COMPARE WITH THE FINAL MULLION
.2014 FLORIDA BUILDING CODE (FBC), STH EDITION CAPACITY (LOSIFTS OBTAINED FOR THE MUW ON SYSTEM, THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION
.ANSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION PRDDUCTASSEMBLY.
.ALUMINUM DESIGN MANUAL ADM-2015
-ASS S; 0�U1^2 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORA PERMIT.
U O = O
R Z .N
p Z �Ai
PRODUCT REVISED
6l il CeCRBmpiy E4FIN Un FIeAEa
u. a
NOA-Ne. 77-0630.01
eapim6on Dm4r 05126/2027
* : NO. 53705
A.
�f .DETAIL Ai' - ^'t
m1uIDN MULLION TO IX euDIaTRIa T1P A"�0R vy
MULLION TO ?X WOOD BUCK PFnsu6 TMTE. _
OR WOOD FRAMING WOOD
BUCK
AND MASONRY nTrAexMexr sEESEETASLES Is-ue s:
(OFFSET CLIP SHOWN) (STANDARDSTANDARD CLIP SHOWN)
BYDTIIEFs. N
E OET'I.
sxEr1. tls U
p IL
1 1 SERE. b MM3)N61 I�L EDF£ kuui J N
i1.9FWHQE d WNgiEFEQi LIM " 61EE 8FE TFBLEE
@2RZ�E 1 LOLFTIW$ a Ib1d0pNEWEDI6TrWCE E�—FMR WNRYOR
pIUSIDE VIEW Zm G • 6CPFV9 L �MJWIX9 n aa. a "\\\I , ~ O Z
° sNON+ODR O D U s 2
_ FSET wOU
-m Y�
.a r r••_ ... r-.. -\ °Y^, - 1 IHSTAIlcD OT • m r �..
••��� •..^ e \ :a EXTERIOREWE
Tms NET1W G Z fi -Z
n a Gd DW.CE 1 Z Z ' f
a °.d FDR
"WRY
f LNEDFFSET LNP6 M'LHOPS o N Jp pO ab'O
Hg(pLL@pE➢FOI ul 8
EXTERIOR ° e° \e °� Ynxoays.artwY \ Y Y
ossosE usm FOR \ o � Z 3 3
OTI�RFRanETrFEs. i U QI
TYP.M'fJY1R
BromEHs
6EE NOTE 1
6XER1 '
l
FRONTVIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSING OR STUCCO.
2) OUANTRY OF ANCHORS AND MULLION SRE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHCR TO ANCHOR DISTANCE, THE
CORRECT WANTDY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS AZ, EITHER THE STANDARD OR OFFSET CUP MAYBE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAO OR FLATHEAD.
d) WOOD BUCKS ARE OPTIONAL, SEE DETAR C. SHEET 3.
5) FOR MASONRY APPLICATIONS N MIAMI-DAOE COUNTY, USE ONLY MNMFDADE COUNTY APPROVED
ELCO ULTRACON OR ELOO 1/P &S. AGGREGATOR MASONRY ANCHORS
NN2INSIC PCF EDRCI I
FRONT VIEW
PRODUCTREVISED
BulldinglCetleWIN No Flalida
HOA-r1P. 17-0630.01
* : No. 587L15
P.E.
MULLION TOI MULLION
DETAIL Ci.IT r't INTERSECTION I
!`-•IAULLION DIRECTLY ATTACHED TO _ nf� y 1 I T', I S' (ULLIP) 1 'i)MAyai=IN3TALIFn 1N "rEE•Qtta'CRaSS'yq#6
MASONRY STRUCTURE ;�•;. �. ]I Y , ,IMER,SECnDNS a I r. Y V
(STANDARD CLIP SHOWN)'
HOWN) vARles I .
2) MAY BE INSTALLED HORRONTA:LY ,{
1 (SHOWN) OR VERTICALLY. N
° N
1 ER E5IRATE 3)SEEUAIP DRAWWGS,SHON.521-ZI ^ U
µpApgE i 5EEi SIa129 FORCOFRESPONDINGMULU ° w m
oFrsE*eaO TOP VIEW Ma1LmN 0O w
WPIMYBE Y EOIS.ANCE _
INSTN1EO fiY l e MASON0.Y V.I. J m
THIS VLTxw 1 I' HaR9 1-1 gl . ` N
s&wRIwND GORon P9ELRaL M� x
��LuuoNAa, Bsssus ° In a
a m m o w
M w m w
EXTERIOR a• e
IIs40mecwsasv Yxk4ULu>
p EUSFSFOF r w
m EaFPM15 rnE5J' EXTERIOR Fz Q z,
F Z Z a m m
n u Q S)k,Q z m
.TU I.. 9£YL=Ef51fi]PoR
TYP.ANGWR HUFLCJ.TKH9 A
/ PERSU65IMlE. `9 ,D J
aucxsm]p sEErAs.Es 161]e FROM VIEW m5E Q Y Y
AND
p AB`XS
w Y.ImEp% SEE TABLES T' w
BYOiHE0.5 1&1]9 L 1% Z Q
6F£ND1E1 a .. ZEDGE
N
E110e0 SHEE/1 ,• ¢g q • _Se e6Eus SIDEVIEW u§fig �, 8�
g 2r1t6'tdi[FETE IXt MNUN61CCNLXE Mcw 14136
FRO EN SIDEVIEW DETAIL D: PRODUCT REVISED
MULLION ATTACHED TO camp] Ing with Hie FISHBa
e.n0la, nacre
SCLIP SHOWN)TEEL STUD Roh-N.. 17-0630.01
(STANDARD
smacTDPE expirnBpn Darn 06126Y1021
INSTALLATION NOTES:
ttP. ANION Minm—e YCI OanVo1
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BEBEYOND WALL DRESSING ORSTUCCO. A �PEx WBSTPATE.
9SETIBlE51E-1]B
21 QVANTTR' OF ANCHORS AND MULLION SQESHOWN ABOVEAR= FOR PICTOR'AL REPRESENTAMN I A,.EFErwS ® .
_ ONI:Y. BECAUSE THEPNLHORCAPACRY I3 BASED PARTLY.'.N fNZ:,CHJR TOANViCR DISTANCC, TY.E 1 H�
C6RRECT OUANTITYANDLOCATIONOFANCHORSML TEEFOLLOWED,REFERTOTHETADLESONTHE LucM"
FOLLOWING SHEETS. FOR DETAILS hD, ERHERTHESTANDARDOROFFSETCUPMAYBEUSED.
M UNI
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEMEAD OR FLATHEAD.
4) WOOD BUCKS ME OPTIONAL, SEE DETNL C, THIS SHEET.
5) FOR MASONRY APPUCATKINS IN MLAMIDADE COUNTY. USE ONLY MIAMLDADE COUNTY APPROVED asru+cE ``OW LNyv
ED
ELCOULTRACONCRELCO114,3.3.AGGREGATORMASONRYANCHORS. EON STE>:I.s1u°srxiN+ErtTHA,I $EETABI6 `�,oN,,.....!V,�'�A
FRONT VIEW fewArm c°NPcuNrwax TxB RemwNs 1&nB �S; a9DENSF;X((��
CCOE.AiR WCCDBAO(W MISTUSE6
ArrAavan BV DTIraS. � •:P
EXTERIOR IlsEwwoAxwwsPEw SIDEVIEW
*_
NOTES:
1)FOR.XWOOD-BACKED STEELSTUDS, WOOD nA ��,i •klp� SOT •.• TATE F (V
ANCHOR VALUES MAYBE USED.:AtOR1D?G:'G��';�
2) SEE CORRESPONDING MULLION TABLES. �S(�� DA1AU. iCR;Y�`E.
SHEES 520. FOR QUANTITY OFSCRENl3. �'T
FLL PP. .... 58705
DETAIL F -
.,::.' FIELD-MODIFIEDMULLJON'C LIP' -`
9EE11NI1 -
SHFkl53.W V 1 WN INSTiLLATICN
' TOSPKIgC5U63rNAlES
O C
\\ O O
�. SIDE VIEW
VIO0 NIFMIVXN'%}zC
tnuwl
i .E%TERIDR /
INfO WOW,srEK STM'DMO UP rO HE
µVM.CMU OR AUEDNpV MODIFIED WIELD.
®I®
AIDE
NOTES FOR W3 rM TION OPTIONS P.
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26 X 2.11' X.12S MULLION.
2) SEE TABLES 1B-130 FOR ANCHOR QUANTITIES AND SHEETS 21-M FOR HOLE LOCATIONS.
3) THE 2X5 CLIP 15 NOT SUITABLE FOR THIS APPLICATION.
DETAILG
ANGLE MULLlONCLIP C
(ANGLECLIP)
EMI:
TOP VIEW
E>C ER OR `
\ xGn-NE. ��.66w.ot
giwu E.PImFlonD Lo 5/26/2027
OR AYSONRY plr5ilON D
OF— - o.1_ "
ly mloml-
c
vnoxvao.sEEt. I y
AILALDMU DNIMSCIIM 1 EO6E O ,
D19TMCE i
µ01tli Y3 I I I
---� 2 NOTES FOR INSTALLATION OPTION G 3 H. �N pNY LYNN 41
1) USE 2 MGM CLIPS PER AIULUON ENC. CLIPS MUST BE INSERTED INSIDE OF MULLION. i P�' •:��
No. 58]05
L DUML SEE TABLES I&tOB FORANCHOR DUPNTRIES AND 3HEETS 21.23 FOR HOLE _ l�Z *_
LoamoNs. 11--T'1
3)DETAIL H: SEE TABLES I5B OR TEE FORANCI IOR DUMMIES AND SHEET 22 FOR HOLE ® AO.• ATE Pr--'•�'�
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6083T6ALUM.
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oo, YTB ALUM. DASHED BOUNDARY. SEE SHEETS 548 MR WE
CENTEROFANCHORHOLEMI;6TLIE TOPNEV! OF ANCHOR ANCHOROL, DISTANCE,MAXIMUMANCHOR
VATNIN THE WSHFD BOUNOMV. SEE MUSTUE. HOLEDIAMETER: ANCHORDIAMEIER-UlT.
SHEETS}O FOR ME ANCHOR 0.0 BOUNDAAMIN RY.
DASHED
DISTANCE. MAXIMUMANCHORHOLE BOUNDARY. SEE
pIAMEi& ANCHOR DAMETER• 1/16°, SHEETS St] FOR THE
ANCHORO.C. TABLEB
DISTANCEMAXIMUM
nvcHcrrro:EI ea
yp0• - .31E DW.IETERANCHORT+-=
�— MIN. DIAMETER a 1116.
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66605 866113M 6681118M 666243M [b6511M
1' X2 X.379 (6)
666006
666114M
6661119M
668244M
668512M
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86607
668115M
6W1120M
666245M
666513M
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NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FCLLOVNNG DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) GEE SHEETS 59, 12 & 18 FOR SUGGESTED, APPROXUVATE HOLE LOCATIONS 4 ANCHOR O.C. DISTANCE
3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
. Y _
125•
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PRO13UCT REVISED
:19,niwith the FleNEa
NOA-No. 17-0630.01
ExVi-tic. Date 05/2612021
By
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"QNI LYIVI
No. 58705 .9
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HOLE OUMETER: ANCHOR O(AMETER- Ifl .
6.70.__..._.
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4 THE IinSHfm SCUMMY. SEE TOMEW TOPNEN PRODUCT REVISED
'910.1>FOR TIiEANCHOROC. TABLE TABLE C, CONT. mplyyingg wlN iHe FleHea
4CE. MAXMUM ANCHOR HOLE1C"vl. Cotle
TER ANCHOR DNMETERe INS' NOA-Np. 7T-0690.01
30'BAT _UML 6063-renLUM.
6WlT6 ALUM. X-SECTION
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226`j i-.9B1'-i ]2fi`J i^.981`-i
NOTES:
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 1C, 11, 1S-15, 19 820 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS.
3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
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iNo. 58705
�;Q 672
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TABLE a- - - - ..R^
MAII DiTenaion
(sn0et�'%_
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NOTES
25' a O
1)HOLESTOBEDRILLEDINTHEFIELDFOLLOWING '12`'• 12S $ p
8 O 9N2 j
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T l
2J SEE SHEETS 16-17 FOR SUGGESTED• APPROXIMATE 1.<00•--I
HOLELOCATIONS. 1dB J 1
3) SEE SHEETS 2d FOR GENERAL INSTALLATON M i HWS. 5.500• � � O � A
LMTHERETO 5.000' 375• IM N
3.600. CHEPTEI,GLp. MIN. M SO Z m -
Y--2000' .37S—s '_SEE OETPA F. X5• E 375' i F p to
MIN. F s1EET6 ��
I I _ j1� 1 _ ___-1 Z LL.
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L—_—_—_—_i z Z < rn
.25T rxAxai j 1635 I n¢ Q 3 o f
MULLION - p6 yy
6X6 ETG CT:ON I I I ,375 n N N 6 2
%SECTON I 1 L I MIN. o W O,
� _I i __ __ t_________ ___1 l
MOf J
SiPNOPRD CLIP/.HINTHECASHED601-1
U-CUP,fi06YTBPLUM. 2XSANCLECLIP a ¢ ¢ p
CENTER OFANCHOR HOIEMUSTUE 608YTB ALUM. R3'%A'MULLION. SHEET I6 CENTER OFANCHORHOLEMUSTLIE 8063d6P1UM. ¢ DZ MJWITHIN THE DASHED 3OUNOARY. SEE TOPVIEWE0.95NEDBOUNDARY.SEE TOPJIEN 'OSHEETS 1S-17 FORTHE ANCHOR O.C. SHEETS I6-17 FCR THE ANCHOR O.C.F ANCHOR HCLEM09i LIE DISTANCEMA%IMUMANCHORHOLEDW.fEfEti ANCH00.OWMETFR+111S. NOMY.SEE DIAMETER ANCHOR DIAMETER+1116'. PRODUCT REVISED
SHEETS 16-17 FORIHEPNCHORO.C. yang
5 DLSTANCE MAYJMUMANClx)R TOLE B'IEIngiCotl .11110e Ralf.
CUT ERETO OWIETERANCHOROIN4lFR•IRS. 5.000' NOAJIe. 17-0630.01
200P 3.500'� cREATEFLLP, .375 wr .375' �• SEEOE F• MIN. 4 MIN. BaPiratlon Da 526I2021
MBJ. SWETd
.250° 6.000' E
rxrx1
MUIIION
606 OTIO M
%SECTION
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I MIN. V G L_____________________J iA ,• I'FIT
STANDARD CURL ULLIP PXSANOLECUP YONAL 1VAL ti
.250" 0053T6 AWM 606a.TmuM. aw6 "uUM. iSl�G•`•
TOP MEW USED FOR r X 6' MUIMON. SHEEP I7 TOPNEW A.LY1mm1LL�R.P.E.
TOPYIEw FL P.E1t58705
EXAMPLE 2: MULTIPLE MU.UONS
GPEN'NS I 511EFT]M
HE I
FM
NDiC
3L£
ONSETS
SETS
F
r 3J
M
SIDES.
11
•T'•FROMTA��E JA,SXEEYY THE11.2.)S RSTS'MNLLIONILENGTH T240PENING WDTH'•)OY MEETS THEOET,MRAcDUIREO HOWEwRTH6 DESIGN PRESSURBIB+I50:3 PSF AND WO CD;
NOT BE SUITABLE FOR THIS WPLICATION
FROM TABLE 4A SHEET 8,THE V X2]5' X.650- MULLION (LENGTH • )!.OPENING WIDTH, 70-1 HAS A DESIGN PRESSURE OF+1-72J PSF MiCH EACEEDSTHE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION.H TE THE ANCHOBCf ACIT. REQUIRED OF 636 LAG.
2) USE TABLE 4S TO FIND THE ANCHOR TYPE, ANCHCR QUANTITY AND CUP TYPE REQUIRED FORWE WOOD SUESTRATE POTH THE STANGARD CUPWW (4)Al2ANOiORSANDTHE 2J(5
ANGLED IPSYIRH(4)F12MICHORSHAYSACP AL .OF US LOS. THOUGH SIMMONS COULD BE USES, THE STANDARDCIR IS EASIER TO INSTALL
3) VERIFY THE DESIGN PRESSURE OF ME FENESTRATION PRODUCE USED WITH PHIS MULLION SYSTEA. THE LOWER DESIGN PRESSURE, OF MILLIONS ORFENESTRATON PRODUCTS, W:L
APPLY To WE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT WE BON THE MULUCN AND THE FENESTRATION PRODUCTBE INSTALLED IN ACCORDANCE AM THE
INGTALLATON SPEL6ICATON3IRO RE:RECMYESUBSRi SPNDFENESTRATIONPRODUCTSTOMULLiON.
ME
ATHE ADJUPRESSUREREQUIRED WASVEBE PSUSEDv-OVERALL MULLION SYSTEM WAS DETERMINEDTO BETL)PSFWT OESGNLPRESSURE OFYOF630U95. ALTERNATN rl.Y,
THE ANCHOR CPPACOV ADJUSTMENT FORMULA COULD HAVE BEEN UGEDTOOALpRATE THE ANCHOR CAPACITY REQUIRED FOR IHE EXACT DESIGN PRESSURE OF80 PSF:
(50PSF)X(636LB5)=5NT l-BS (MAYBE U$EO TO QJPLIFY#1C6TEEL SCREW5 FROMI TABLE 48)
ifiERUII011l0 CJBSTNATB IS KNOWN' IOBEC�tiON�RHE')AMI'IAN6VSE5F1ONCR.M'n DER A,D SILLTHEWINDOWFRAMEDE iR ..D2,E'.THEOPENING RECUIRESA -
FOR THE VERTICAL MULLION:
`) INITIALLYASSUMING THAT A I- WOE MULLION IS SUITABLE. THE MULLION LENGTH IS 3217r-l"105'ANO THE OPENING WIDTH IS 36'+O6'+1'=73-. REFERENCING SHEET25.
THE COLUMN USING RECTANGULARLOADINO SHALL BE USED. SCAN THE MUW ON TABLES PORAMULLIONT, AT IS AT LEAS: THE WINDOW FRNAE DEPTH OF 2-SM' AND WILL
MEETORIXCEEDTHEREQUIRED DESIGN PRESSURE OF+60.OA55.0PSF. IFTHETABLE DOESNOT SHOWTHEEXACTSIZE,USETHENEXTt RGERSREAVALA -:.
FROM TABLE 3A SHEETT, TH,E 1'X 2.T5'X.3)5' MUWCN (LENGTH =106', OPENING W DW • W) MEETSTHE DEPTH REQUIRED, H.OWEVERTHE DESIGN PRESSURE IS n 15.1 PSF
AND WOULD NOTBE SUITABLE FOR IHISAPFVCATION.
FROMTABLE 12A, SXEET 16. THET X 4'X ]W' MULLION 6ENGT4- fM', OPENING WIDTH =00j HAS ADESIGN PRESSIIPEOFNdI.T PSF YMFN IXLEFOS DIE REQUIREMENIS
FORTHEOPENINGANDMAYBEUSEOINTNISAPPLIC nON.NOTETIEAVG:ORCAPACRYREQUIREOOPWI LBS.
BECAUSEITISNOWKNOWNWATTHEMULLIONNi MD2'TOTIEWIDTHOFTHE MULLED UNMWEADJUSTED OPENING WIDTH IS36'+36'+2+)T, NOTTWASPREVIOUSLY
ASSUMED. VERIFYTNAT THE DESIGN PRESSURE IS STILLAPPLICABLE FORTHEADJUSTED OPEHING.ALTERNATVELY.WE WNDOW WIDTHS MAY DE PIDUGED TO MNNTNN
THE)T DIMENSION(3 UQ'354I.
2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR OUANTRY AND CUP TYPE REQUIRED MR TIE CONCRETE SUBSTRATE. IN THIS EXAMPLE. ASSJME-ME POURED
......... -1QTAPTnvMTO MAINTAINTHEFASTENER'SEDGEDISTANCE
. USING ME STANDARD CLIP WIN (6)XW U!I.aNnr+cnvnaniw1cwco,o,n—c..r..-.i........r....-..—_,..._..._.._________.__..
�-EEE THEREFORE SUITABLE. FOR THE REQUIREDANOHOR CAPACITY Or 071 LBS.
CETAIL
E.
SHSFT] FOR THE HORIZONTAL MULLIONS:
H`ET
BECAUSE THE VERTICAL MULL WILL BE A2'X 4-X.250' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORDONTN. AND WRTICAL MUWONS. ALTERNATIVELY. MOWER
M LILUON TYPE COULD BE WOSEN.
USEQ.FROM1)THEMULMTASUEITH' 1iEETNJ?HE ORE X.250'I MILLION
(ZLENGTH-:REPERLINGHEICHTEIZTHECOWMNUSINGTRAPFi OF.1-1RIi PSIF MICH EX EEDS BE
i REQUIREMENTS
OPET1GAND X4'X.2SE MUWON(g LFAGION.NOOPENNOHEIOIR`PACITY/SAOESDO.521U REOF+I-0TO.O PSF WHICH E%CEEDSTHE
REQUIREMENTS FORMS OPENING AND MAY BE USED IN THIS APPLICATION. Nl]'fETHEANCHOft CPPACITYREOUIRED OF621 US.
SE
CSTAAB, 2) USETABLE 128TO FIND VEANCHORTYPE, AN
QUANTIFY PNO CUPTYPEREOU PFD FORTHECMU SU83iRATE IN TH'S EXAI�LE,ASSUMETHECMU JPMBSARE 6'
SHEETS 'HOE.IFTH (UWONCLIPWERETOBECENTEREDWTMN THE B',CAREMUS7Se TAKENTOM WMNTHEF/ NERSEDGEDIUMMUSINGTHEMMGLECUPSWIN
12J (4)Sr16'ULTRAGON ANCHORS ATM EDGE DISTANCE OF t-GNESPN ANCHOR CAPACffY OF 510 LBS WHICH IS GREATER AND TJEREFORE SVITNJLE, FORTHEREQUIRED
ANCHOR CAPACTTYOF 521 LBS.
_ ]O',NO'UL 4)FORTHEULUPINTHE HORIZONTALMULLIONTOVERTICALMALON, USEWESAMEMCHGRCA2ACRYOF521 LBS.TABLEIMFORTHEU-CUPSHOWSWEANCHOR
LpfLLlEm3TH CAPACITYIS IO)4LBSW'HENUSNG 3ANOHORS,WHICH IS GREATER,ANDTHEREFORESUITASE. FORTNEREQUIREDANCHORCAPACJTYREQUIREMSWOFUI LOS.THE
ERTCAL MU.L ANCHORTYPEISA#12 STEELSCREW.
FROM THEABOVE STEPS, CURMULUON DESIGN PRESSURE IS:
+1-64.7 PSF FROMTNE VERT.OAI. MULLION;
N-iTOD PSF FROM THE 3B' HORIZONTAL MULLION ATTACHING TO CMU;
+l-170.0 PSF FROM THE 3V HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
THE LOWEST DESIGN PRESSURE IS-164.7 PSF AND WOULD APPLY TO ALL OF ME MULLIONS.
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. We LOWER DESIGN PRESSURE, OF MULLIONS OR FWEST XTION
PRODUCTS. WILL APPLYTOTHE OVERALLASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MUWON AND TIE FENESTRATION PRODUCT BE INSTALLED IN
PRODUCT REVISED
p In w1U NP FIRH#a
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Non-Na. 17-0630.01
P.ApimBm nm. 05,2612021
B
MYnm P rP uF nn m
*r No. Sam
A. M141"LLEA, P.E.
FL P.E.# 58705
EXAMPLES OF RECTANGULAR'LOAOIAO
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SIQADING OOWSNOTANCILUON WRH IL0A9NGTMGHORALMUUNPiWONS
Am
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LOADING OF WERTICAL M ULLION
SILLCF WINDOWS NOT ANCHORED
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LOADING
OF HORZO WAL MULLION
WRN INTERSECTING VERTICAL MULLION
' LOADING OF WF.RTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH
3
I
�I�iI—�—III
=III
9 8
0
K
Z
0
Y
z
4
PRODUCT REVISED
as P18"l, IN the Florida
BUL`tllne Cotla
woA-Ne. 17-0630.07
Eaplmtlon onto 05/26/2021
OF HORIZONTAL
LOADING
Mile oPmdent Cen4e
MUWON
NOTES:
.. ...:....... �..,. -- i) L'RAWINGS ARE: — ..
RERESENTATIONT017WPICAL
01
004
PW
CONFIGURATONS.
CONFIGURATIONS NOT SHOW N
MAYBE EXTRAPOLATED FROM
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
`pgYLYryN
BE DETERMINED. USE
'�a; •' EN
RECTANGULARLOADNG.
3)SEEPRODUMVAPPROVALFOR
* NO.5ST05
ACTUAL ANCHOR LOCATIONS.
:
0,, ?d
S/Dry E
LOADINGOFVEFTICAL LOADINGCFHOR20WAL A 'L'1'N IR61
MULLION MULLION FL P.E1! E
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive,
Nokomis, Fl. 34275
MIAMI-DADS COUNTY
.. PRODUCT CONTROL SECTION
11805 SW 26 StreeZ Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
w .miamidade.gov/economy
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,Miaili Dade County and other,areas where allowed by the Authority Having Jurisdiction (AHJ).
f qY'u
This NOA'sfIialt not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
]n Miamr`Da'de. Count
y) ty) and/or the AID (in areas other than Miami Dade County) reserve the right to have this
producrt.rgr, material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, l ulq aflufacturer will incur the..expense of such testing and the AHJ may immediately revoke, modify, or
suspend ,the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if_ t 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 produgf ls% roved erein, and has been designed to comply with the Florida Building Code,
includiiig the High V city Hurricane Zone.
"SGD-670" Aluonum Sliding Glass Doors w/ 90e & 1351 corners -NI
AFF1tOXA11,,POCU11 = NT- Drawl . o. PGT0128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1
through 422 preparemanufacturer, dated 02-02-14 and last revised on 64/18/17, signed and sealed by Lynn
Miller P4E ,1?earing the Miami -Da Product Control Revision stamp vyiil} the Notice of Acceptance number
and ex ,! 'tio date by
the Mi ade Coun oduct Control Section.
P r. <u Y
,a
MISSILE, : Nona: INVACT RATIN Appro ed Hurricane Protection devices,' complying w/ FBC, as applicable:
are required; •
Limitatidw., s ;=
1. Max'e0ii,'6)' panels configuration unit is allowed, having max nominal panel size not to exceed tested height &
width!pei tAbles I thru 3. See sheets 6 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP
limitsllapplicable Standard or Heavy Duty parts and anchorage requirements. -See Typ. Installation in sheet 10 for
str'a4ahV'con4ured units, sheet 11 for dower units and sheet 14 for pocketed units. Pockets & Egress requirements
to 9e!reviewed by Building official. m ,
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following taerttent: "Miami -Dade Counly,Product Control Approved", unless otherwise noted herein.
RENEWA> q> this NOA shall be considered after a renewal application has beenlfiled and there has been no change
in the apjSlitalile building code negatively affecting the performance of this product,
TERNILOIr1TON of this NOA will occur after the expirntion date or if there has been a revision or change in the
materials •use,<iaud/or manufacture of the product or process. Misuse of this NOA as an endorserrtent of any product,
for salessa,'dvertising or any other purpose's shall automatically terminate this NOe�o'Y;ailure to comply with any section
of this NO S]s I H be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expirati66 drale�i ay be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its enirety:
INSPEOMOMk copy of this entire NM shall be provided to the user by the manufacturer or its distributors and
shall be A kble'for inspection at the jobs ite at the request of the Building Official.
This NO?. i-evisas NOA # 16-0629.03 m0cbnsists of this page 1 and evidence pages E I as pr vo al
Thesubmi entle&,i oned above.
The submil�"ed.documentation was reviewedtby Ishaq I. Chanda, P.E. Y r;, \
MtArtwaoecout4rr ti- NOA No. 17-0420.09
;i5" Expiration Date: April 07, 2020
'Approval Date: October 12, 2017,
br)t�s k q. Page 1
to
PGT:,Lniustries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A.',:• 'DRAWINGS
1. i .. Manufacturer's die drawings and sections (submitted under files See below)
2; Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 thru 22 of 22,
1 ..,I'..._ prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn
„..N Miller, P.E.
B. >--TESTS
REF Test report on 1-j' Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) per Large Missile Impact Test FBC, TAS 201-94
P P
3) Cyelic Wind Pressure Loading per FBC"
;,TAS 203-94
' "Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/
,.,,
i PS; Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test
`•i4gpprts No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all
signed & sealed by Idalmis; Ortega, P.E.
2. Test report on 1) Air JARItration Test, per FBC, TAS 202-94
2) Un}form Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Forced Entry Test, per FBC 2411.3.2.1 : b) and TAS 202-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors,
p> egared by Fenestration Testing Laboratory, Inc., Test Reports N5(s) FTL-5979, FTL-5980, FTL-
:.„
. 5994` FTL-6002, FTL-6034 & FTL-6035, dated 08110/09, all sighed & sealed by Julio Gonzales,
s<`•lP-E: (All above test reports submitted under files # 14-0123.11, '#11-1018.17/#09-0826.13)
Reference Test repots on 1) Air Infiltration Test, per FBC; TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Large Missile Impact Test per FBC, TAS 201-94
i 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
Along, w/ marked -up drawiud§ and installation diagram of Aluminum Sliding Glass Doors, prepared
by,Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11/01/13, signed &
sealed by Marlin D. Brinson,,P.E (This file has addendumletter dated 08/14/14 & marked -up
dt'awiiigs dated 08/19/14 & revised interior astragal marked -up Doigs dated I 1-11-13, all issued by
Fenestration Testing
;3' :Additional REF supporting test # FTL 5254, FTL 5980, FTV' 987 and ATI72138.01-401-18.
4s,'.Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202
kt203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08).
C. CAI CULATIONS (submitted under file #14-0123.11)
Anchor verification and comparative analysis dated 03/18/14; 06/25/14 and last revised on
01/30/15, sheets 1 thin 67, prepared by PGT, signed and sealed by Lynn Miller, P. E.
2."I Glazing complies with A8TME-1300-02, -04 & -09.
Ishaq I. Chanda, P.E.
Product Control Examiner
'r` T NOA No.17-0420.09
Expiration Date: April 07, 2020
Approval Date: October 12, 2017
, o--
PGT Industries. Inc.
NOTICE ON ACCEPTANCE: EVIDENCE SUBMITTED
D. QALITY ASSURANCE
1. - Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
` 1 None.
F. STATEMENTS (submitted under file 414-0123.11)
A. ,Statement letter dated.10/68/15 of compliance to FBC 2014 (5'h Edition) and "No financial
i interest", prepared by PGT, signed & sealed by Lynn Miller; P.E.
2. o1etter of lab compliance, part of the above test reports.
G. OTI ER
1.' This NOA revises # 154013.14, expiring April 07, 2020.
21.. ,Test proposal # 16-0125 dated 03/,09/16 approved by RER.
AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5`h edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E.
West proposals No(s) 09-0477, 0177-A, B & C approved by BCCO.
2. Dlew Evidence submitted ,t
A. DRAWINGS "t
1. "Drawing No. PGT6128 Aev C, titled "Series 670 Alum SGINNon-Impact", sheets 1 through 22
.; -:of 22, prepare by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed
'; =by Lynn Miller, P-E.
B. TESTS
1` one.
C. CALCULATIONS
X6chor verification calet0tions and structural analysis dated 04/18/17 and last revised on
08/09/17, complying with FBC-217 (6'h Edition), prepared by PGT, signed and sealed by Lynn
^ % Miller, Y.E.
2. ..f; Glazing complies with AS"t'ME-1300-02, -04 &-09.
D. QUALITY ASSURANCE -
-Miami Dade Department afRegulatory and Economic Resources (RER).
E. 4ATERIAL CERTIFICATIONS
F. STATEMENTS
fJ ..,Statement letter of conformance to FBC 2014(5th edition) & FBC 2017(6a` Edition) and letter of
nollfinancial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E.
G. OTHER
1?,1is NOA revises NOA # 16-0629.03, expiring April 07, 2020.
,
e
ISt� 1` N
rj
Ishaq I. Chanda, P.E.
•,,}.,'
'" Product Control Examiner
4
NOA No.17-0420.09
Expiration Date: April 07, 2020
Approval Date: October 12, 2017
E-2
r�
'
2) DESIGN PRESSURES: - -
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300.
B. POS RIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
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 SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALSSHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
IJARROW JOINTSEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEXAND AGGREGATOR NOA'S, ANSVAFBPA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
I
n.,.
AI,Fmr
Gmup
Anotwr, :. ,
-�a"r'-';Mamoer,-...
:-.Frame._..
S009Mh
j
xla F40e
019enw
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DiCanw
x,n.
Emb.dmentor
xeMiTNcknes3
a5
-e12_BeSMSA
�Fy 80 kit F 95 twL
S PdmP (SG•0.55)
-.: IaSsTT5 A,,BtnD
NB;'Z.wi
1,+ Au iteel..q.
N01`
,,-9/18,
'.005R'T"•�
Ge. 33 SMeI SBA -
'-NCB
9/1CS(ID
Oa)
WM
W. F�06 kel
ll
Concmle mIB. 2.22 ke1
1-11T
N114-ElcoAwre.
Jmok
Filed Blwk EW 000)
S
wFy57
P1 .%
HNIOw Block AS1M CI
SoulMm Prc G • 0.1.9C
B
#125heISMS(Gr.S)6wNam
(mb.oi3B,me5ebeyoMll
Pi.(so o.55)
w16'
TIS'
18w
BO&i�TS AWminun.owASBSfeel
N8'
335teel SllM&16'
w18•
y(lapr.
D.OrS' 1BGa114'EIco
UIt.UO
k.L F�ITT ksl
ll
CpwmW(min. 2.B5 kel)
1'4'Fr=ISS
Ptmok
Htlbw Bbck (AS1M C501
1'6•ll
WIP.
Concmb min 2.
P
1Ake6
Filed Block STM C00)
2-11Y
0'
1y{P4NOh
NYbw Bbck AS1M C/SIII
i1 ..£_ b '-aleMamPM�k
Concmte min. J.J$kL
1'
4'
14
-tlm,nie mIn.0.J5 kGo'
'•13b�AP4woK
Iblbw Bbck S1M Wo.
14R'
All
'&eulnam Plw SG • 0.65
1'
1'
195'
i1WHERE SV RATECONDITIONSR DIRE ANCHORAGE FROM MOPE mpry vrve or lnennen�mm�wroww=.
CHOOSE TN:AN GROUPOFT LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL.
2)ALLANCtlORHEAD PLICABLE.
3) FOR STE EL STUDS. MIN. FU = 45 KSI, MI N FY = 33 KSI.
4)RUED BLOCK VALUES MAYALSO BE USED IN HOLLOW BLOCKAPPUCATONS.
5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THATA MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
9) TEST REPORTS: FTL-5254, FTL-5979, FTL-5980, FTL.5987, FTL-5994. FTL-6002, FTL-6034. FTL-6035, MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
FTL-7554 AND ATI 72138.01-1401-18 DISTANCE AND SUBSTRATE REQUIREMENTS.
CTGAPA
Glass
Type
V V DeSDTIPOon(Listed IMM EXieTlor to lrtlerior)
S
GIA
141'TEMPEREDGIASS '
GLASS � La' AIRSPACE+NIB' TEMPERED GLASS
GPA..
1' LG4/4' IEMPEREDGIASS a 1/' n53P:hCE .1fe• TEMPu.EOGLAS-_
DESIGN PRESSURE RATING
I IMPACTRATING
SEETA '.':253 IN
SHEETS B,TSB
NOTRATEDFORMRSILE
IMPACT RESISTANCE
CODES/ STANDARDS USED:
.2017 FLORIDA BUILDING CODE (FBC), ITT-iEDITION
.2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
OASTM El WMS
.ANSVAF&PA NOS2015 FOR WOOD CONSTRUCTION
.ALUMINUM DESIGN MANUAL, ADM-2015
.AISI 5100.13
.AISC360-tD
EXAMPLE CONFIGS.......... 2-3
GLAZING DETAILS ............ 4.5
ANCHORAGE .....................6.14
DESIGN PRESSURES.......
6-8
INSTALL DETAILS..............12-14
ELEVATIONS .....................
15.16
PAN EL I S ILL TYPES.........
17
CROSS SECTIONS ............
18,19
PARTS LIST .......................
20
EXTRUSIONS .....................
21.22
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A. THIS SHEET.r
3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN I-IQ'THICK
FMODutr RL'YmB'1
PROPERLY SECURED, I X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
Au uc�e naL7-oy2o•oy
DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER IX AND ZX BUCKS
F.'k bl.A rid
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
IS
6 )Sl,.,p,
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION
L�hV lww,.qusl Cc¢nI
' THE RESPONSIBILITY OF THE ENGINEER ORARCH179T OF
-
I - •"'
- RECORD,'-& TO BE REVIELYCO BY THE BUILDING OFT-ICIAL.
..
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
1y11111I1f//
NOT REQUIRED. IF USED, NON -SHRINK. NON-METALLIC GROUT.
BY OTHERS) MUST FULLY
O .
�.ttX,.
MAX. IMP THICK 8 3400 PSI MIN., (DONE
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO:
` UGIEN
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF
- NO 58709
SUBSTRATE IS WOOD,30# FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED-'
BY THE AUTHORITY HAVING JURISDICTION.
IP
(wqN fm TM �f,;—M n11L1,
eERr. aFeurx SERIES 670 ALUM. SGD-NON-IMPACT e.
mmWrteIDn _ y.w A LYNN hIIt1ER P.E
M1IreLWmIEAFk: .. ... SGbaro NT8 I •22 PGT0128 C FBn5BrD6
EXAMPLE CONFIGURATIONS
MAK UNITWIDTH
NOoPANEL WIbTH^, �' 'Y S # x .NOM.'PANE
eo Tnm ro,a :. ✓: PER TA888888LEE
MAX. UNIT
14 iiSo
HEIGHT
1,3
/
sm
PER TABLES
I
i
PoCNEf I @W `
h
I
I
"-PANEL '
CONFIGURATIONS "
M.AX. UNIT' WIDTH
N. PANEL
PER TABLES E51-31-3
UNIT
1
+ s
IGHT
PERT LES 13
WIDTH
UNIT `
HEI HT
PER TAB S1-3
i r:�•t.1a. �.,Y3:..
NOM. PANEL WIDTH
PER TABLES 1-3
I
c I t
7
1 jwly MAK.UNR ,
g$z HEIGHT
PER
MAX. UNIT WIDTH
.?i .�+� � 'FaOCKET CONFIGURATIONS ATEITHER OR BOTH JAMB
ItlTH '^+ < t LOCATION8USING BE
Jw" Jc ,Kw, OR Kcl INSTALLATION. 11
'xu -'1 • 'EXAMPLE 47ANEL J0C(X IN POCKET(p)CONFIGURATION CAN. BE
4. }_' .1•., F%:0(Xp pX70O(OR XXXXp OXXX INPOCKETCONFIGURATION
42,
i 2)90°8136"CORNER CONFIGURATIONS CAN BE ACOMBINATION'
OF ANY 2 STRAIGHT CONFIGURATIONS.
I a
/ J° Tog 3) FOR NOM. PANEL WIDTH. SEE TABLES I-3.
OPERABLE PANEL,
'O"= INOPERABLE PANEL,
xT j n 'P"=POCKET DETAIL LETTER
W=WOOD METAL INSTALLATION
�1J'c'=CONCRETETE INSTALLATION
1 `SHEETNUMBER
" MAX'+k:IT';YIDTH"—� ' DLO WIDTH= NOM: PANEL WIDTH- 7-
OLD, HEIGHT OR UNIT HEIGHT 126
PANEL HEIGHT = DOOR UNIT HEIGHT -
7.868'
Nx
I
$p TABLES I3 /
/ Pocrer i 9
MAX. UNIT TnnS N
HEIGHT® vJ
PER TABI+LES I-3 /
J�
5-PANEL CONFIGURATIONS
-
4PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
RE TABLES 13
Jc I
g�g
S?
MAX. UNIT
HEIGHT
t
w
o
PER
TABLES I-3'
� �
PoCXET 1 $
L
EILERVIOfl
o I
CORNER, TYP.
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
aRr. SERIES
SERIES 670 ALUM. SGD-NON-IMPACT SERIES 670 ALUM. SGD-NON-IMPACT
.�....
K(Y11�A ® ':11 NTS 2- . 22 P0T0128
A1000Cf 8EVISPD
A.Iic�Cs�le iM1 tb Rviy
At[eW.ett Na 1 -U bd5
E4*=Iw 0.1s �
VOM PANEL WIDiAk4
PWTABLES,'1-3
1
MAX. UNIT 1 1
HEIGHT, 1
96.OR 120°
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT t t3
PER TABLES 1-3
NOM. PANEL WIDTH
PER TABLES 1-3
MAX UNIT
HEIGHT
PER TABLES iJ
MAX.TESTEDI
''
366-7116 Q'.
: 21 1�
m
CONFIGURATIONS NOTES. _
1) ALLCONFlGURl1TIONS SHOWN ARE ALBO AVAILABLE AS
7 '1 ' POCKETCONFIGURATIONSAT'EITHER OR BOTH JAMB
'LOCATIONS USING DETAIL'Jv , °Jc , °KW OR °Kc INSTALLATION
1J$XAMPLE4-PANEL)0,0(XIN. POCKET(p) CONFIGURATION CAN BE 7—
pXXXXp,pp,
�XXXXORXXXXp:OXXXINPOCKETCONFIGURAT)ON- " -
_StT__'_ CAN BE OXXXp. .
1 i � 2)90°8136°CORNER CONFIGURATIONS CAN BEA COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
Sn 'X'=OPERABLE PANEL,
Poc�T 'O'= INOPERABLE PANEL,
E•PANEL'CONFIGURATIONS r
•p =POCKET
DETAIL LETTER
=�'1MAXUNIT WIDTH — y tOOD OP. METAL INSTALLATION
—°
. ,.. —i �1 1°.•,•A�"-J 'c-CONCAETE INSTALLATION
® 3® SHEET NUMBER
T _1.r___
I DLO WIDTH =NOM. PANEL WIDTH -7°
+emu III 1e 1 1 1 y DLO HEIGHT =DOOR UNIT HEIGHT - 10.125"
44�1A1V, 'Eor PANEL HEIGHT =DOOR UNIT HEIGHT -1.866•
7-PANEL CONFIGURATIONS
13
MAX. UNIT WIDTH
1 13 3
II II `� II m II Q� I 0 II m Im
KVENICEFl.WM
ml) a lm
clw wv use
- 7..
LYN/V "
* 1 No. 6B705
GURATIONS
A, SGD-NON-IMPACT �py NtlEit PP``
-3 •?2 =PGT0128 C_ PE#N7o3
GLAZING DETAILS (Gl & GIA)
3/161TGEAS
74
EXTERIOR
82
,
314 NOM.
OL GLASS
Br rE
EXTERIOR
3/16" TEMPERED GLASS, TYPE Gl
114'T GLASS
74 WOUCCREVCM
EXTERIOR
314"NOM.
GLASS kkl �Ulzil
Bi E
GLAZING NOTES: Toro mnmuw-.uw�
-r = TEMPERED rynlwarGw
OS IS SHEET
c W�o
-G o I NTS 1'.4 -- 22
0.
L
GLAZING DETAILS (132 & G2A)
SILICONE
'.HOT -MELT BUM
....
1 OM
.
...�,.
STRSILICONE •,
3116' NON,
!:.
, .'
r
¢
.STRUCTURAL -
t/4' NON.
FOAM
POLYISOBUTYLENE
WITH
3/18' T GLASS
WITH DESICCANT
DESICCANT
5/8' AIR SPACE
EXT. GLASS
EXT. GLASS
3]IT T GLASS
t
]4
EXTEROa
TNT. GLASS
TNT. GLASS
83
KODISPACE
t2,
1>a SUPER
t2at2]
3G NON.
4SG TPS
SPACERS NXT1°1
Gross
I
BITE
j
55
ALUMINUM
-INFORLEMEM
NT FILLAREA
POLYISXINT.
1" I.G. GLASS, TYPE G2
BIItt
El1GNOM.
18' NON.
LICONE SEAL
ROLL-FORMESTAINLESS
DESICCANT
STEEIXASS1'NON.
—
E%T. Cd.ASS1!4'
T GLASS
LASS
GLASS
1/2' AIR SPACE
MtODUC fREV47
1/4'TGLAss
DURASEAL®
12, XL EDGE'S
m,.a:"'uOeA'Y0
]6
O SPACER
SPACER
Amqutt No 1'AnYJn p5
EMYMV BY1e
EXTERIOR
�
a 83
41le
haw'Dd CoY�
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GLASS
BITE
79
Parts
'„I^u<I Oescriptlan
-Ma[5fie1
124
Kommerling4SG7PS SDacer System
125
Quartz Super Spacer nXTWith Hot Melt Butyl
See this
Shad for
728
Guanex Oumseal
Materials
127
Cardinal XL Edge Spacer
11UUNrr
55 REFERENCE MST REPOWS:F 8717,8958Is8970
1" I.G. GLASS, TYPE G2A
—
_ * ; N0.58705
=oG dT 6
GLAZING NOTES: tom n:wxGLoarpRPE �"""`
x YFNLC MJf2]3 GLAZING DETAILS
i�tCs'•,!Y.ORIOP,.:
T=TEMPERED (M114f M
a / N
rr, AL
SERIES 670ALUM. SGD-NON-IMPACT
," cExr. �AUMr�e
Jq o1g5 11 C NO GIM'GES MIS SI�ET.eSa �W� R craw
I
A. LYNN MIHER P.E.
.
,. a
om o.s �'+ oc - _ - aem NTS 5 •22 •-POT0f28 C
P.E.p 55]OS
JR 02=4
r
�-roeiignpressure(OP)and Anchor Quantities Required, (for a8 approved configurations Sheets 2&3)_
•:. i R�...',Fmcomaesl2BN_e,ctlorepem90°oillS merun0s; seaseae1ll "
f
u n
the Biie"Itm9dty11a91hbsm bebvl
!
1 'DMFNIaH91
M'.
Posalval )I#!meY be lmtle90Y`
?^ J,—:Te01aAAr —
,,y c�o�CaoupH
'•q B C. e•O
'=Mch0TCa00p
A 8 'C O
'%Mba G91
An 8 O.r D.:aA
MCM mp—
G nP,cssum
900/-f Lf
•B0.0/-1P
+900/110.8 .
90.0/-1029
17•
K adlsuI
GH G•1 GH
GH
G+I
01+1 G+I FA+1
G+1
CA•1 G+1 G+1
G+1
G•1 G•1
GN
11,
mo
,mob
10 8 8
0
10
8 0 e
10
8 0 0
10
B B
8
P e
0.7 B-7 6+T
8+T
7+8
7-8 F. ].-
7+8
1+8 7-8 7+8
T+8
]+8 ]+0
T+0
wsbn Pleas
+900/-1oa3
+X01-f002 -
+90.0/-922
•85.3/A6.3
Bee61891
GH GH G•1
G•1
UM G•1 G+1 G+1
GN GH
GN G+1
GH GH GN G+1
MO
Jenne
10 0
e
a
10
e
8 0
f0 8
B 8
10
s 6
0
PAmk
BH BN
8N
8H
]+0
]•B
]+8 PB
1+8 7+8
7+8 7-8
T+B
1+8 7+8
1+8
pastnPi sure
•9n0/92.8
29'
11eaN8ill
G•1 GH
GH
GH
G+1 GN G+I
G•1
G+1
GM
G+1
G+1 GH
G+1
�•
rL0
Jamb
to
10
0 0
8
f0
8 B 0
10'
B
B
a-
8
10
6 8
B
p-0mk
eN
8+1 8N
6Q
T+0
AB T+B 1•e
7-8
7-8
7+8
7-8
NB
7+8 HB
]+8
me..Pmsnme
•83.71d 7
NBA/48.1
.]f.6/-]LB
+60.8/E6.6'
.B
w
-Hasd,591
G+2 G+2 FA+2
C1+2
G•2 G+2
U+T Gt•2
G•2 G+2
GH G+1
GH GN' G+1 G+1
n
Cl0-.
Jamb.
10 B B
B
10 0
8 9
t0 18
0 9
10 B B---B
g
a
•.'
.p.tppk:.,,.
-a
+T S till
6-7
7'a '•0
>*tl htl
i+B 16
T•tl Ii
i�3 i 1 n i rr
nPmasm
+771/-711
N20;-T2
•666A66
<a.0/d0
HMNSNI
G•2 G+2 G•2
G•2
G+2
G+2
G+T
G+2
G+2
G+2
G 2 G•2
G+T G+2 G•2
G+T
0
.hmb
10 a B
8
10
a
B
0
10
B
0 8
10 B B
0
P4mk
8+1 8+T Bq
9+T
T+0
AT+0
r+8
7-8
7-8
7-8
T+0 7+e T•e
i e
Ibsgn Prt¢sure
+725/42.5
+67.0/-0LI
+61.0/41
IIMil
G+2
G•2
G✓1
G+2
G+2
G+2
G•2
U+2
G+2
G+2
G+2
G+2
G+T
G+2 G+2
G•2
OLO4T
,lamb
10
a
'8
8
10
e
B
-e
10
00
a
10
8 8
e
PJmk
BN
fi+T
6+T
B+J
]+0
T+e
T+B
]+8
J+8
i+0
J+8
]•B
T+B i•8
T+8
Lb-n Pl0asv0
+W.f
+6A0/-0I
•6ZB/-01.6
57.
w60.6/d0.6
A-
HeedStl
G•]
M.2
U+3 G+2 G✓2
G+2 G✓2
G+2
G•2
G+2
G+2
G•2 G+2
G+2
G+2 G+2
G+2
W-
OLO
Jsmb
10
8 e
8
10
8
e
8
f0
B
8
e
to
8 e
e
P4mk
B+J
B•] eH
6+]
i+B
IS.]•B
7+8
AB
I+0
AB
]•B
1•tl
T•B i+8
T+0
' OH LENGTH
I 2
OH RAT'* OH HEIGHT 101 OH RATIO 1
0
Ojy
1
GEE NOTES I-3 - - SEE NOTE
NOTES:
1) POSITIVE PRESSURES IN -CABLE 1 ARE BASED ON THE USE OF THE 4- SILL.
2) WHEN USING THE 2-112' SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE
3-1/4' SILL. POSITIVE WATER OF IS 60.0 PSF MAX. WHEN USING THE 4' S&L, POSITIVE
WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE IA.
' 3) 4'/344'eAND121f/21 BILL HEIGH'.S ARE I F STED FOR WATER INFILTRATION WHEREAS
E 1.1/1" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
OUI RED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
HE 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 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT
INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
FOR F I`LE UN USING Inb=, ace aneb I I. REQUIRED.
DLO WIDTH = NOM. PANEL WIDTH - r 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY, DIVIDE BY FOR PAIRS TO BE INSTALLED.
DLO HEIGHT = DOOR UNIT HEIGHT-10.125-
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
__._.._.____.....__..---.___ _.1.-.—a-._ 1• ann eno MAMYnluenlelnnlc Anln c.FPTS 1 A A 10 FnR ACSFMRI Y IIETAILS.
Sill Height to Max. (+)DP
(WaterlMlltratbn Rating)
Sill Fe .. Haight
(FlatwBox-she _Sheet 17) �'
u
Pressure, psi
-FIuah-1-10'OEM --'
sae rrole 3.
Metllum-3.1l4'
+00
+ 80.0
f1t YULLV WIIVV JIIIc
a/1JIrWVn�i,rc.a.a„nL..
✓,.
........ ..
6traight=gal
Strait,
.... ..
Locktn
_........_.__
90'AstrN
_.._._._ _
Loc
35-
1Awemagal
Loc"Z
Intedeck-_;
P-bdok
tockrtlle@lamb,
I Assainbly
S'vaight Astrapill
t'ai
Standard Stile
Ascemhiy _�
bo. Asile@
� W'Astragei
Assembly �
a
I 135.'sstragal -
'Heavvy-0uty.501e .1
%Standard'3SIes
Standard Stile
Standard Stileti:'.1=Stafitl0n1SdIW7
Heavy-duty,Shce
OHeavy-0uly5tlle
HearyEuty Stile
Standard Astragal
Outside Corner„
Outside
Inside
Gamer
T_F`�-L.dryJl
Comer
Inside
Outside
Insde Coodt{1`Comer
Garner
Partp60 (x2)
partno
PartISO
Part p60 (Stile)
part 967(Astragal)
Part 960
Part B61(Stlie)
PaRtt118(O=er
part p119 (ON.)
pad B120(ln.)
PartB61(Stlle)
Parts B31&g32
Part N61
Receiver)
(Corn.&Fxd Meunt)
p ' LICENSF'��
.'//fT No. Soros
O�U
".. sT ii b�F}
cent.OF 021216 1
IJ
..
JR O196M] C REVISED TABIEt. pt+rap,Ruam . syaocr.+" NT5 ...6- a72 -PG70128-' C- :P.Easaros -
OCT.. - - -<
24- 11r
Me
2r
as.
IXD
4T
47
ao JUM 10 I e I e 9 15 ] a e +o C e e io e a E
p+Mi r.e r.e »a r.e r•e r•a na r•e r•e r.e r.e »e i•9 »a ae r.e Plat evalaSb nlM9e 613ea
p] P,e.faue •I➢.2/•r1.2 •r19/-r19 •61a/iS.e •60e/-810
E.T IhYJSY G^3 G•] G•] U•J G•] G•3 U•] ¢NJ G•2 U•3 U•3 G•2 G•2 G•3 CM3 G@ -
10 a a a
`EXAMPLE ON SHEET 9
n...-.....'..n.n.,nin.,c<.,n cu 11R ➢. 10 rz IZ AQQPKARI VnPT411C
THEFOLLOWINGSTILE6ASIKAGAL
Incedock
P-hook
1 YM arusLocwcvrvn,..o.�+.
Lockstile@Jamb
Straight Astragal
Assembly
�«�••��• -•
Lockrtile@
Straight Astragal
�-•--••••-••_...._.._._.._--.____-_
go* gill
Assembly
Lackstile@
9W Astragal
135'Astragal
Assembly
Lackstile@
135-Astragal
Heavy-dutyStiles
Heavy-duty Sole
Heavy-duty Stile
Heavy-dutyStile
Standard Astragal
Heavy-duty Stile
�]
Heavy -duly Stile
Outside Corner
yi��i
Heavy-duty Stile
Outside
Corner
Inside
Corner
Heavy-duty Stile
Insl e
Corner
Dutsltle
Heavy-duty Stile
eLL�
Inside[
Corner
/Partd61(➢2}
Part NiPart
461 '�"•
Pa j161(SNe)
part 67 (Astragal)
Parttt61
Pan
Partp118 (CdrrieT'-`
Receiver)
P, 19119 (Guej
part N120 (InJ
Part g61("Is'
Parts p318""
(Corn. g, 1,d Mount)
-
,+, Partitfil. x�1
NOTES:
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4' SILL.
2) WHEN USING THE 2-117 SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4- SILL, POSITIVE WATER DP IS 60.0 PSF MAX
WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A.
3) 4', 3.1/4' AND 2-1/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND 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 EMBEDMENT INFORMATION, OH LENGTH
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO = OH HEIGHT
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
d ..eF JQNZB
OH LENGTH I-
OH RATIO 21
SEE
scoero - NTS 1 7 a 22 PGT0128'
Sill Height ttiMax. (*)DP;
-',(Water Inllbebon RS(Mg), 1.4
SIIIRser Haghl
(Flat ofBox see
3liael'17)
A
:( )OesAJ�s +
Pressure, P
.' f
Flush-1-112'..
sag .note 3 !.
Law-2-11T
+40.87
Medium-3-1/4"
High-4-
• 90.0
SEE NO ES lit
DLO WIDTH=, - -,
NOM. PANELWIDTH -7' '
DLO HEIGHT=
DOOR UNIT HEIGHT - 10. 125"
PANELHEIGHT=
DOOR UNIT HEIGHT-1.866-
="1ucrBEVes
➢veWM ulM,tkRotldl
eeJie¢Ce4e G
A1r<W➢nrr N➢��pV7I»Z.
g•PlrwM p+e�{j,d
w•,.• p e.d1m
* No. Sam
8�
O s'.
' 'eZ/S /ONAL+ENS`
q LYM MR.UHR P E.
'PECSBms' •
I � TABLE 3A: 1 I
\_>. DesignPmSsure (DP) andMchor OuafiflfJes'Requlred, (foiali appft7ved. cc nflgurafiona.eh Sheets 2 & 3)
+4ieL•»Foe 6bme}aslrsgal anchomQ. an 90'or 135a comer unlp;E eatpetll„.;
+
`TeNd applle¢ttiglf Gl s ryp6e find
-.. D4o UN(H
00"ti" `� -•.94
IBM1I rc '
.BB'.
9re whGtrago lyPa Phown
Oelaw'fosIw'b()DP.ybs3TIB'
limrtedlry Tabld84-
'"''AncM1or TY
O
^.Anchortype .
;. 79-I O>_
"'
-'-'••A."ITypa-LL-•-=.
1 BS]IB` 0
AnSOOr TYPs _
-
A D
�A B C 0~
A B CTM-_D
'�A. B.'C -0
Po41Bn Pressure
-
+G+f
- _ '
+U'1
+ "
1T
H.02P i11
UH U+1 UH UN
U+1 U+7 U+'
U♦1 U+1 6.541
U+1 C4+1 C1+1 U+1
24'
DLO
Jamb
10
0
0 8
10
8 G 0
10
a 0 8
10
8
0 a
P400k
7+8
7+e
7,8 )+e
1+0
NB 7+8. Ra
7+8
7+8 7+8 7+B
7+8
7+8
7+B T+6
Design Pressure
+90.0/-159.5
+90.0/-150.3
+90.0/-138.2
+80.0/-12a
23'
Headesill
Ce+z t$+2 C5+2 C5+2
CB«2 C8+2 C5+2 C5+2
C6+2 C6+2 C5+1 C5+1
C9+t C9+1 C5+1 CS♦1
3J
DLO
Jamb
14
12 e
8
1d
12 9 B
14
12
8
0
14
12
8 8
P400k
9H0
9HD 9+1D
8+10
9+11
8+10 e+1D B+1D
B+iD
9ND
B+iD
9s10
8+10
B+1G
9+10 9+10
Dee Press re
Bn
+900/ /39.4
+800/ -1309
+gp0/-120
a900/41'd
He¢AI SIII
C8+2 C8+2 CS*2 CS 2
♦
CB 2 C8+2 CS+z CS 2
+ + C52
C6 2 C6+2 C5 2
+ + a +
C82 C6z CB C52
3E'
DLO
L
Ja mb
14
12 8 B
14
12 a B
4 1 8
i 2
8
14 tz 0
0
p k-
B+10
a 1B a to 9+10
8+10
9+iD e«10 e•;p
Bet619HD 9+10
MID
9+10 910 B+iD
9+10
P
PoSIBt Pease.
L`
+DOB/ 1255
C9{ 2
G r
fume/
fX� f:6«
1 ib
CS-2 3 2
+900/ 1J1
N+21 C8+2r 21
Apo/AR7
DLO
P4xnk
8+10
BHO 9+10
9N0
B+1g 8+10
9 1D J•10
8+10 B 10 BHO B+10
BHO 8+10 W10 9+1D
Oeslpn PrRasure
:9D0/AfS7
+W.
10B
90.0/-Pa2
41'
HeaNS:ll.
C8+3
Dga3
C5+3
C6+3
CB+3
C6+3
31
C5+2
C5+2
C9+2
CBr2
C5+2
Cb*2
C8+2
C8+2
C5«2 C
48,
DLO
Jamb
9 1a
12
B
8
1d
12
9
0
1{
12
0
e
14
12
B a
P4x»k
9+10
9+10
B+10
8ND
9«10
9N9
9+10
9H0
B+10
9+10
9+1
9♦10
9+1D
8+10
9H0 B+iD
Pov9n Pressure
+B3/A3
+77.2/-77.-7].2
+69.B/d9.8
+626/-fi2.6
4i
HeadI5111
U+3
152
U+2
U+2
U+2
U+2
Ce+2
U+2
U+z
C1+2
U+2 U+2
U+2
U+2
C4+2
U♦2
w
DLO
Jamb
I 1D
1 B
1 B
B
10
8
a
8
10
0
8 e
10
8
a
8
P-hobk
7+3
7+8
m
7+e
7+8
7+8
7+8
7+e
NB
)+B
NB ]+B
7+a
7-8
7+8
1 7+8
oas nPressure l
+79.2/d9.2
+73.3/-133
+ 614R$
+so,'M
53'
HeadlSlll
U+3
U+9 CS 6
U+3
U+3
U+3
U+3
U+3
U+2
U+2
U+2 C4+2
C4+2
U+2 U+2 U+2
80•
DLO
Jamb
10
8 8
8
10
8
B
8
10
8
0 B
t0
8 8 e
PJeek
7+0
1+e 7+a
7+1
f+8
7+0
7+0
7+0
T+B
1+8
1+a ]+0
7+9
7+0 7+8 7+8
FOR EXAMPLE ON USING TABLL, 6LG Brett 1 1.
DLO WIDTH = NOM. PANEL WIDTH -7"
DLO HEIGHT = DOOR UNIT HEIGHT-10A25'
PANEL HEIGHT = DOOR UNIT HEIGHT- 1.866"
S11[gelghtto m(+)DP,
- (Water InT1fitt(atlon Rabng)-
full astdlelght
(Flit or Box see
Sheet17)
sti(+)Oeslgn
. Pros 9 _. ps/
'Flush -11/2'
t, aee.note3
Low-2-VT
+46.87
Medium -3414"
+60M
High-4"
+g0.0
It-
91 00 RATI021
OH RATIO= OH LENGTH
OH HEIGHT
NOTES:
ON THE USE OF THE 4"SILL.
E 1 POSITIVE PRESSURES IN TABLE 3 ARE BASED O
2) WHEN USING THE 2-1/2° SILL, POSITIVE WATER DP IS 46.67 PSF MAX WHEN
USING THE 3-7/4"SILL, POSITIVE WATER DP IS 60.1`PSF MAX. WHEN USING THEW
'5!LL POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED)
SEE TABLE 3A.- �-
3)4-, 31/4' AND 2.112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
WHEREAS THE 1-112' SILL IS NOT AND MUST ONLY BE USED WHERE WATER
RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 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 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND
EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED..
o eeceaanl v nFTen S
--''-_----
Sba Sht v r'yal '
lotAsS I¢ [ru
Avuro"al
Leckstu. @
1:{5" Artr2al
Lackitllc (qi
( InIcrlP'Is
P-hook
Lockstle@Jamb'..,•-iAssembly
Straghi Astragal
Assembly t'a•
_
1 'h0"Astragal
Assembly
135'Astrdgal-"
Heavy-dutyStiles
I Heavy-duty Stile
Heavvduty5ole
Heavy-duty5tile
Heavy-duty Stile
Heavy-dutyStile
Heavy-duty Stile
Heavy-dutyStile
Heavy-duty Stile
Heavy -duly Astragal
Outside Corner..
Comee
Corner
Inside
Corne
�-1
e'-- r's�Jll•
Inside Corner
Inside
Corner
Outside
-Corner
Part #61 (x2)
Part IX61
Part#61
Pan P61(Stile)
par[gfi8 (Astragal)
Partp61
Part p61(Stllel
Part IX318(CuH r
part #119 (Out.)
part#120 (In.)
Part IXfil'Stile)
Parts IX31 
Part#61
Receiver)
'Cam.&Fxd Mount)
m7B rEclww.cDrfwm
" K9FAOfFRJ12/a
(wD.eanou
JR 04m5M7' C RErISEBTAe 3 LT•RT. �A n9i�
- __.-.. 4nNWYllbmrr
122
MmucrR6vmw
u rveplYND a{ro usPMi4a
"Poe" OOle 4��1 ielp
Z 1F i" No. M705 '
'ro0 � s5fo5ti tlF
�'SS�ONA111L111 ENG
A.LYNNIAVILLER PE.
P E.# $8705
t:.
NO FRAME a*8 PHUVrcn UIIUe Ot UUNbi Ur SEE-05 CLUSTER
^JAMB 'r &`T, OOK ANCHORS-q..:?1" •••� .. :. - - "�.'- -..1-':-._.. �- '� ' DETAIL55HEET 10
c. d) .H SEE_'C5 CLUSTER.?:AX. U<7T WIDTH" s-. A c°a rs ruicTFR nFTAIIc' �,.., .».. �,.., .. -
INSTALLATION, ADAPTER
THIET ANCHORS MIDWAY
O'-3'MAX.
8 SHEETHEET 14 BETWEEN P-HOOK
1 ANCHORS 8 AT 3' j
o'
.=FRAME
\ 1 FROM TOP&, 1 14--L®
I
ANCHORS
9T
' 1 BOTTOM i MAx. O.C.
i I M' MAX.O.C.
o
UNIT
4.051'
'-'MAXTOOPENING
000...�----------��'�
O°=P-HOOK
H E GH
1
EDGE OF POCKET SEE °'I
INSTALLATION E I
0i I
O
w
ANCHORS
°'
1o1
DETAILS'Jc'81(e', �m�
mo=P-HOOK
END PANEL SHEET 14&PART ®
'J'&'IC
i I
MOUNTING
MAK.
ANCHORAGE. DETAILS I N a
o, r C••.vJ(
ADAPTER
1,
(2 ANC7 OI'.) , SIZE IP FOR i� ,'�M-�
�1.
i, 'tv 1MR
P-HOOK 4� ., 6-mAC.
,..
ANCHORS EMOPANEL
ANCHORAGE
gNCHORAGE
(SEE SKETCH BELO`A>)
�x`2. �••T
CENTERLINE 6•MAX•T1P'
_'�P'
ANCHGRAGE ANCHORAGE ANCHORAGE
ANCHORAGE
OF PANEL i
2.04'
-
I'MAX.
EXAMPLE: S�ANEL 2TRACK 90°OUTSIDE CORNER- O- EXr. MOUNT POCKET ANCHORAGE PLAN:
O.C.
42' X 96' NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7)
ANCHORAGE EXAMPLE NOTES'
1) APPROVED ANCHORS: SEE TABLE A. SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
QUANTITIES SPECIFIED IN TABLES 1-3SHEETS 6A:
42'
CENTERLINE OF
NON.
•
• INTERLOCK HEAD & SILL: W MAX. FROM FRAME CORNERS. USE
PANEL
SEE'C5'CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES,
WIDTH
DETAILS, SHEET IO SHEETS 6S AT EACH INTERLOCK AND STRAIGHT
AND CORNER ASTRAGAL LOCATION, PLUS
FORINTERLOCK
SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE
"+2"ANCHORAGE ANCHORS PER PANEL, ADDITIONAL ANCHORS 24"
O C MAXIMUM
21'
MAX.
O.C.
6' 11 I I
CENTERLINE: JAMBS 8 P=HOOKS 6 hti4x: FROM BOTTOM, 2V MAY' ANCHOR PAIR G.C.(JAMBS). 14' IHAX. ANCHOR 2-TRACY.
r r - �.-OFPANEL 2-' O.C.- (P.HQOK)'UTILIZING ANCHOR QUANTITIES FROM APPRO�RIATz'TABLES, SHEETS 6S, SEE FRAME JAMS
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
REQUIRES 2-ANCHORAGE SEE'C5'CLUSTER END PANEL
CENTERLINE
`) 'C6'CLUSTER SEE CENTERLINE _OF DETAILS, SHEET 10 I.�pF ANCHORAGE
DETAILS, SHEET II I INTERLOCK FORASTRAGAL I ASTRAGAL (2ANCHORS) 8•
• 4.051. I 3.5' 1_ MAX.
• 1
EXTERIOR V CENTERLINE ".Z' ANCHORAGE —/CENTERLINE P •.2•ANCHORAGE I�.CENTERLINE
I OF PANEL 3 OF PANEL 4 OF PANEL 5
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
I IMAX: OI:C
6-M
x�
4 PAIRS OF
ANCHORS
(TOTAL8
21-MAX
ANCHORS)
O.C.
PERJAMB
s �--r
(SEE JAMB
DETAIL
BELOW)
6-MAX. `A
\-:y2' S
ANCHORAGE
SPLICE NOTE:
NONSTRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
UOR HEAD OR SILL IF A SPLICE
i OCCURS AT THE P-HOOK.
ra0nucrKsv�
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mwlnr0ea.
To
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LJ w+aw• A. LYNN MINI £RRE
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6-DIAG.
ASTRAGAL
"ASTRAGAL OR'�-- SPLICE LOCATION' ASTRAGAL OR.,. FOR SPLICE ILI, -9CATI 2.04
LOCK 204- 1�-
T CK-1 `RNl5EUhU r ffERCOCKi CONDITION, USE ,� IF NR BE
w- CLUSTER I I
6
j,
u iA(p
7
5- 211
ii� MAX,
UTERIOR
D.C.
21D4" 21"
5.64" MAX
3.5' O.C.
EXTERIOREXTERIOR4'DIAG. EXTE 1— 7-
7- 7 MAX.
2-TRACK FRAMEIHEADYSILL 2-TRACK FRAME H /SILL 2- .......SILL 6,64'
ASTRAGAL OR INTERLOC ASTRAGALORI ERLOCK tal ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUST ER CLUSTER (USE WHERE 6 CLUSTER FRAMEi WMAX.
'C6')
CHOIRS ARE REQUI , 'C4') ANCHORS ARE REQUIRED, -05-) ANCHORS ARE REQUIRED, RPAIR
F4-TRACK
LICE LOCATIO' t��GAL OR (FOR SPLICE ASTRAGAL OR DIAG. FRAME JAMB
OR CAT I L I
�STRAGAL — )f ANCHOR PAIR
INTE 11 111 NEEDED_----- WERIOR
'AFNEEDED-r
NTERLINE r�* CENT S-CLUSTERDEIAIL) 'C EkL; S" 904
3..5
Y ANCHORS MAY BE INSTALLED
21' EITHER IN THE EXT. OR INT.
MAX. CK (INT. SHOWN)
2.04' C DIAS.
D.C.
4.08
2.0 —A OTES:
5.64" ALL DIMENSIONS SHOWN
A BASED ONMIN.
EXTERIOR EXTER 7 1 4"DIAG. EXTER R 3.5" AL OWED.
7. •MAX. 2. R HEAD OR SILL SPLICE
IG HEADISILL
3-TRACK FRAM HEAD/SI CK FRAME HEA L 3 TRACK FRAME
A ASTRAGAL OR — ERLOCK CATIONS/ANCHORAGE AT
(US ERE 6CLUSTER 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9.
W S-MR (USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, 'C4') ANCHORS ARE REQUIRED, "CT) ANCHORSAR CI ANCHOR PAIR
mmucrgEVEM
(FOR SPLICE FOR SPLICED -c—oy%8*Illwr3pAft
SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR CONDITIONS l
ASTRAGAL OR (FOR SPLICE CONDITION, DO NOT ITIONS ONLY 17b47, •61
[NTERLOCK—�—IF NEEDED INTERLOCK INTERLOCK SPLICE LOCATION `-44-44-1,1,
I
CONDITION, USE USE THIS DETAIL)
CENTERLINE CENTERLINE
CENTERLINE IF NEEDED L
-06- CLUSTER DETAIL) �NEEIIED
3.5" 3.6"
3.5.
3.5' 7-
1
2.04- 2.04"
2.0
M401AG.
.37'DIAG. r DIAS.
5 37- DIAG
I
;BIAG$36
408
4.08'
2.01V
OJ4
3.5" gY LYIVIV
RICR 3.5" 19? ........ 411
EXTERIOR 7--` CeN• 0
�J 4-TRACK ME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
s
R ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK Col ASTRAGAL OR INTERLOCK N. 58705
-C(5")
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,
ANCHORS ARE REQUIRED, "04") ANCHORS ARE REQUIRED, -CS") WITH & WITHOUT SPLICE CONDITION
ANCHORAGE, EXAMPLE CLUSTERS
SERIES 670 ALUM. SGD - NON -IMPACT MW
cowleEs MIS sHiMT -- A.LYMMIL KRE
10 NTS -22 1 -PGT0128,
J.
2.04 2.04"
n INTERIOR'+ - INTERIO
• 3.5"
4
3. i. 4"
2.04' J EXTERIOR
2.04'FJ-L
T"
/
EXTERIOR
' 90° CORNER
90° CORNER
'_-TRACK FRAME HEADISILL
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
(USE WHERE 5OR 6 CLUSTER.
ICHORS ARE REQUIRED,"CJ
ANCHORS ARE REQUIRED CB')
4 OB
INTERIOR
fXTFRICR
4
IMER;OR J�
3.5"~� INTERIOR
90.
7"
4.08"
4.08"
INTERIOR 204INreRloa 204 1. ALL DIMENSIONS SHOWN
7 ARE BASED ON MINIMUM
'ALLOWED r
3,5:., I ) �:. Y '.:5:5' -2. DETAILS DEPICT ANCHOR
YERio T ANTERIOR QUANTITY AND SPACING,
Ex_AND WOULD BE IDENTICAL
_ 4"DIAL 4'DIAG. FOR EXTERIOR;OR INTERIOR
CORNER CONFIGURATIONS.
"+i' ANCHOR
� 3.5'
3.
4-
3 °
T 4
2.04" E /
2.04" 8.9
135°CORNER
135°CORNER
CENTERLINE
2-TRACK FRAME HEADISILL
2-TRACK FRAME HEADISILL
1--OFPANEL
(USE WHERE 4 CLUSTER
(USE WHERE 5OR 6 CLUSTER.
ANCHORS ARE REQUIRED M
ANCHORS ARE REQUIRED C6)
'+2"ANCHOR
NTEr nR'�
-
2.0
.
I 3.5" : Hai I \ 4"
I+I 3 �-
EXTERIOR T„
EXTERIOR T' a
/1
90° CORNER
135° CORNER
3-TRACK FRAMEHEAD/SILL
3-TRACK FRAME HEADISILL
(-CV ANCHOR CLUSTER REQUIRED
�'C(I" ANCHOR CLUSTER RED III
AT ALL 3-TRACK CORNERS)
AT ALL 3-TRACK CORNERS)
INTERIOR 6.12-
INTERIOR
2.04"
4• EXTERIOR
IN43.5'
INTERIOR 0
TG.
6.12" 4'DIAG.
6,.04'
3.5'i 4'4"DIAT"
EXTERIOR
90° CORNER
135' CORNER
4-TRACK FRAME HEADISILL
4-TRACK FRAME HEAD/SILL
('Cr ANCHOR CLUSTER REQUIRED
(-CB"ANCHOR CLUSTER REQUIRE
AT ALL 4-TRACK CORNERS)
AT ALL 4-TRACK CORNERS)
4 OIA(
CENTERLINE
OF PANEL
ExTERIOR "+3' ANCHOR
3.5'
7'
CENTERLINE 2'W74-DIAG.
OFPANEL NTERIOR ON "+2- ANCHOR
EXTERIOR ALL CENTERLIN
-rl- VIEWS 2-TRACK FRAME HEAD/SILL
3 V INTERMEDIATE ANCHOR LAYOUT
4'DIAG. M+000Or0EW6pp
�PIrM+W ms Flertle
{\ 2.04' A�a�gi nano h-e 42. pq
6.12' 3.5' eylrrY. me=e
_ CENTERLINE
OFPANEL4' DlAr4
T' EXTERIOR
eIII I1111T
t,=
3.5"
I�CENTERLINIF �,OK.... NN,y� %
2.04" OF PANEL :`$�;'IICENSNe':��(''.
4-TRACK FRAME HEADISILL * No. 56705
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
CERT OFAUTN /AHi I -'IN MILLER,
'R 049YTT C NO CHANGES THIS SHEET. _ T.OFAbf : LJ M..eea owNm p. LYNN MILLER, P.E.
"SG66N NIS' • 11 a 22 'PGTO128 C P.E168705
r EMBEDMENT SEE TABLE SHEET EMBEDMENT: SEE TABLE A, SHEET
?: I > 1 EDGEDISTANCE. ) .I• 1 :ym
f � SEE T AL A SLIEST 1 r .EDGE-0I A H
.I ,� t.*:,"r• ,. +T' -+'SEE TABLEA, SHECT1'-
4DS BEYOND
t
ISTRATE
-
I
SIONS' I
BASED'-
OWED:"
2. METAL OR WOOD
MBEDMENT: SUBSTRATES MAY BE
EE TABLE A, JJ - USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
ru
2X WOOD WOOD ANCHOR TYP., 2%WOOD WOOD ANCHORTYP., METAL TYP., SEE SMS ANCHOR TYP., SHEET 1.
TYP., SEE ANCHOR SEE ANCHOR NOTES' TYP., SEE ANCHOR SEEANCHOR NOTES. TABLEA&ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET &TABLE A, SHEET NOTE 3, SHEET &TABLEA,SHEETI NOTE 4, SHE ETI &TABLE A, SHEET
® DIAGONAL O.C. I
2-TRACK FRAME HEAD ® 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD " L
WOOD INSTALLATION Bw WOOD INSTALLATION Lw METAL INSTALLATION' MIN 4° (HEAD &SIL)
OR 6" (JAMB) SEE
WOOD ANCHOR TVP!, 2X WOOD WOOD ANCHOR TYP., 7X WOOD SMSANCHORTYP., METALTYP.,SEE DETAILS, SHEETS 10&
SEE ANCHOR NOTE$ . TYP., SEEANCHOR SEE ANCHOR' NOTES TYP., SEE ANCHOR SEE ANCH"S�OTE
EA&ANCHOR
& TABLE A. SHEET 1 NOTE 3, SHEET 1 SEE &)TABLE A, SHEET �' NCTE 3, SHEET t SEE &?ABLEA. 4, SHEET 1
SeEA1JCHOR ".+� !; "ANCHOR: s? n ,x• '' - ANCHOR=rn 1,�. 'tn<r MIN. OF 3 THREADS BEVQN[
NOTE 5, SHEET -` NOTE 5 NOTE 5,- " I - THE METAL SUBSTRATE
1(1/4"MAX.) SHEEI ` SHEETIT %
E%IERIOft EXTERIOR EXTERIOR I EMBEDMENT: SEE
TABLE A, SHEET i
2AII6 2-1/16" �2-1l18' ° EDGE DISTANCE:
EDGEDISTANCE: - EDGE DISTANCE: SEE TABLE A, SHEET
SEE TABLE A, SHEET 1 SEE TABLE A. SHEET I
EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEET
�WOODCNSTALLA ON �WOODCNSFRAME
ELATION Fw METALL
LCINSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EMBEDMENT: SEE
TABLE A, SHEET I
EMBEDMENT: SEE
-
TABLEA,
•- -
-
•+ 2X WOUP".
EDQE DIST NC
'; . :2X WOOD
TYP., SEE ANCHOR
SEE TABLE A
TYP SEEANCHOR—
NOTE 3, SHEET 1
.SHEET 1
NOTE 3, SHEET 1
2-1/16"
WOOD ANCHOR TYP.,
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
SEE ANCHOR NOTES -E
& TABLE A, SHEET 1
O
& TABLE A, SHEET 1
EJRERIO
ID 1/4' MAX SHIM H~
EXTERIOR
,5 114- MAX. SHIM
2-TRACK FRAME JAMB
3-T
WOOD INSTALLATION
(e WC
T
METAL TYP., SEE E
EDGE DISTANCE
TABLE A&ANCHOR -
SEE TASLFOIJ,
NOTE 4; SHEET i-
SHEET I'' -
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
2-1116"'
& TABLE A, SHEET 1
Ig`
EXTERIOR C
1/4 MAX. SHIM
NVFNILE,iLvm
(911)180.1800
CEAr.OFAUIH.,RBIBB
(
nrrwlrlr.tarrWYa
Vyt
EDGE DISTANCE:
SEE TABLE A,
b
F� __,R v
VM-S4{. /.1
q}3ra
IL
J
SHEETI
q ., L,�,�jf,
.. .. 1
aaY I
._.. ..
MIN. OF3 tI1111D1I11
THREADS
BEYOND THE ....(�
METAL
SUBSTRATE * : NO 68145
B
Jtt U6n1Yl/ 4 n cc,.
.v wf.,.r u>.._. oa: - .:i`xanaio-anrm^c.. .• .. ®- scrim NTS 12 --:22 °•`awPGTDi28 C' A. Lrp er sems'PE.
JR OTlLO/10
EMBEDMENT: SEE TX A,SHEETI EMBEDMENT: SEE TABLE A. SHEET I NOTES
EDGE DISTAN - EDGE DISTANCE; - 1..ALDIMENSIONS' - -
J SEE TABLEA6H TT 'CONCRETE- LEA
TE SEE TAB-SHEETI SHOWNARE BASED-:+, + __
31iE �jY t 21h6 IK. PER TABLE ^i I `21/16'�' g I -i ON MIN. ALLOWED.
SHEETlit� -1 114 DIAGONALOG IS ;I
MAX
_MIN4"(HEAD&$ILQ
.SHIM%''OR6-(JAMBI SEE
fERiORt 1/4 ExiERIOR 7 DETAILS, SHEETS
M I 10811.
;I--, TABLE A I p ` M (�
SHEET 1 SHI
OPERLY SECUREDIX CONCRETE ANCHO P.. PROPERLY SECURED 1X CONCRETE NC ORTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
OD BUCK TYP., SEE SEE ANCHOR NOTES WOOD BUCK TIP., SEE SEEANCH N S& WOODBUCKTYP., SEE GEE ANCHOR NOTES&
ANC R NOTE 3, SHEET 7 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET I TABLEA. EET 7 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
NC®NSLAD - K FRAME HEAD
CONCRETE INSTALLATION CONCRETE INSTAL ON 8 CONCRETE INSTALLATION
CONCRETE OR PROPERLY CUREDIX CONCRETEAN PROPERLYSECUHEOIX CONCRETE ANCHOR TYP., PROPERLYSECUREDIX
SEEA OP NOTE$& UCK TYP., SEE S OTHS& 7 WOOD BUCK TYP., SEE SEE ANCHOR NOTES& —7 WOOD BUCK TYP.. SEE
.ITL A, SHEETI AVCHQR NOTE 3, SHEET - TABLFp SH_` +MCIIOR NOTE 8. SHEET 1 TABLEA.SHEET_l/ ANCHOR NOTE 3, SHEET
^ SEE CHOY2�^`t (.n SEEANCHOR -
SEE A HOR
NOTE 5.
NOTE 5,
NOTE 5 HEET
SHEET I
SHEETI
I(1 "MAX)
(1/4' MAX.)
(114' MAX J
1
IRERIOR T
E%TERIOR
�._ -.�'.
EnENOR
�2.1/16"
CONCRETE
21116
21/16"'
PERTABLE
EDGE DISTANCE:
RETE EDGE DISTANCE:
CONCRETE
EDGE DISTANCE: A, SHEET
S TABLE A. SHEET 1
P TABLE SEE ,HEET 1
PERTABLE
SEE TABLE A SHEET 1
EMS ENT: SEE TABLE A, SHEET 1
A. EET I E ■ DMENT' SEE TAB SHE 1
A. SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL
3-TRACK
IL
• 0c ORE TE INSTAL N
® ,07
E. CONCRETE INSTA TION
EMBEDMENT: SEE
TABLE A, SHEET 1
' ED OISTAI
EMBEDMENT: SEE
~
CONCJCMU ANCHOR r
BE TABLE
TABLE A. SHEETA
TYP SEE ANCHOR
S ET
p F.OGE:D:O^tA1"C,�,�
- NOTE-&TABLEA,. Il,.
;.I,
P OPERLY SECURED. -- 6EETABLE A,
'SSHEET1
-2-1/16"•)
%WOOD BUCK TVP., SHEET
EE ANCHOR NOTE 3,
SHEET
2-1/18'•
P OPE SECURED
CONCJCMU ANCHOR`
1X OOD BUCK TYP.,
TYP., SEE ANCHOR
SEE CHOR NOTE 3.
CON R
NOTES&TABLEA,
.,"
SHEETI
OR I
SHEETI CONCRETE
PE A
E%iIE�'11RIORI:: OR CMU
EMERIOR
A, E
\V1/4"MA%. SHIM —.-VFW PER TABLE
A, SHEET 1
I�'1'I
V 114' SHIM —� F--
4-TRACK FRAME SILL
Po CONCRETE INSTALLATION
EMBEDMENT: SEE _
TABLEA. SHEET 1
PROPERLY SECURED E
1X WOOD BUCK TYP.._
SEE ANCHOR NOTE 3,
r BESET1
CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES 8 TABLEA.
E SHEET 1
E E%IERIOR
1
1/4" MAX. SHIM
NNaIKIREvi66p
�mwlrW.In n.E>,w1.
mwnE am.
EDGE DISTANCE;
aW.ww u�rel]-049 c!j
SEE TABLE A,
SHEET 1
( 1U
aAar C
j
T--.-- .
2-1/16°'
CONCRETE
FOR CMU
"Uull�rr�^
PERTABLE
......,
A SHEET 1
���'CaO' �WENgE'r•�.,��
* N., 0705
SLil bHltS blU ALUM. SGU-MUIY-IMYAUI-'nNm••-
JR AH9Y7] C NO GHiWGES THIS SHEET. CEftE 6AVM rret< vie o-sw '^` p. LTNN MILLER. P.E.
NTS 13 .22 _ PGTO128 0
7
INSTALLATION DETAILS
NOTES:
1.ALLOMENSIONS
JAMB,
n`
SHOWN ARE BASE
•
�� N < �' k e�
„FRAME
REQUIREDATALL
2643 ,MIN
ON MIN ALLOWED
IN IDE POCKETS
EDGE
I t I-'
'- I : �� ,TO PREVENT
DISTANCE
I '",
T. FIGURES ON THIS
'WOODFRAMING
EMBEDMENT SEE-%
ER WATER
'�'-" -
SHEET/ARE FOR;
- r
TABLEASHEET.I
PHOOK MOUNTING ADAPT
ILLUSTRATIVE'
'
WOOD ANCHOR TYP., INFILTRATION'
''
CONC./CMU
PURPOSES ONLY. SEE
•
��_ -
SEE ANCHOR NOTES . -
ANCHOR TYP., SEE
Am
TABLE A. SHEET I FOR
-
EMBEDMENT:
&TABLE A. SHEET
26
ANCHOR NOTES&
ALLAPPROVED
SEETABLEA;
(ALSO SEE TYP.
TABLE A. SHEET
SUBSTRATES.
SHEET 1
ILLUSTRATION, SHEET 9)
1-1/4' MIN. EDGE DISTANCE
—28 _1I
EDGE DISTANCE: SEE
' EXTERIOR
3. SEE TABES 1-3,
'
TABLE A, SHEET I EMBEDMENT:
'--max
`B 15
SHEETS " FOR
"
` SEE TABLE A,
P-HOOK MOUNTING
P-HOOK
26
EXTERIOR SHEET 1
ADAPTERCONC.ICMU
AND P-HOOK
AND P-HOIREDOK
MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., �1
SEE ANCHOR NOTES J. PHOOK
'-'�
ANCHOR TYP.; SEE
ANCHOR NOTES B TABLE
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
S TABLEA,$HEETI .;
.... .. .. F
CCGA TM1 ��
•:�
hMMEDMENT SEE I _
A, SHEETI
SO SEE TYP.
O14 SHBET 9.
-,..' '(ALSO SEE TYP .�I
2.693 51N^'-' A l�ET1
ACL.E A. SHEETI
(AL
ILLUSTRATION, SHEET 9)
..
ILLUSTRATION, SHEEf 9)
EDGE DISTANCE
FOR USE WITH FLAT SILL RISERS
P-HOOK FOR USE WITH FLAT SILL RISERS
®P-HOOK
PARTS#18,#20,#22 OR#24,
h PARTS#18 #20 #22 OR#24
'
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN,
CONCRETFJCMU INSTALLATION
INTERIOR MOUNT SHOWN
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
(SEE TABLES 1A, 2A & 3A.,; vz
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
FOR WATER RATINGS)
EXTERIOR CONDITION
METAL TYP.,
P-HOOKMOUNTING
SEEANCHOR
P-HOOKMOUNTING CONCRETEOR
EMBEDMENT: SEE
ADAPTER CONC./CMU
NOTE 4, SHEET I; EMBEDMENT: SEE
w ADAPTERSMS CMU RTABLE
TABLE A, SHEET
ANCHOR TYP., SEE
MIN. OF THREADS TABLE A, SHEET
ANCHOR TYP., SEESHEET
A
_
ANCHOR NOTES 8TABLE
BEYOND THE METAL
ANCHOR NOTES
A, SHT 1
SUBSTRATE
28 &TABLE A, SHEET EMBEDMENT'
(ALEESO SEE TYP.
EMBEDMENT:
SEE TABLE A,
SHEET 1
(ALSO SEE TYP.
SEETABLEA,
ILLUSTRATION, SHEET 1
SHEET 9)
� DISTANCE: SEE
TABLE A, SHEET 1 `---_i
ILLUSTRATION, SHEET 9)
28
1-0/4' MIN. EDGE DISTANCE
N10RKfREYl6eb
u�m Cwin n, n,.lie
6
X-oq rva I -o b,oq
�f I m"Z>y
T4POf;AMSMCHOR'TYP-' I-
' SEE ANCHORA,SHEET 1 JJJ
B TABLE A; SHEET I
- - � P-100K CGNG/CMU �
ANCHOR TYP., S
ANCHOR NOTES S TABLE
-
- ' EXTERIOR
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
2.693' MIN. A, SHEET 1
EDGE DISTANCE (ALSO SEE TYP.
2.693' MIN.
EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS#19 #21 #23 OR#25, EXTERIOR
METAL INSTALLATION
(SEE TABLES IA, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
W1)41=
CERT IWAum.a
ILLUSTRATION, SHEET 9)
P-HOOK FUR USE WITH BOX SILL RISERS
'Kc PARTS#19 #21 #23 OR#25,
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES IA, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
` \ 1111UCENgF
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CONFIG. EXAMPLES
a ' A 4 HEAD&61ETAIL
SHEET 18 INSTALLAT(1
DETAILS'AW & ,
SHE 12 &
� 1
SILL DETAIL V, SHEET 18;
INSTALLATION DETAILS
'Dw' &'DC, SHEETS 12 & 13
1
mJ
I
PANEL
PANEL
TYPE
TYPE
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OS'
IN
NOM.
MAX."
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TYPE
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ANCHORAGE SHEET 11
MA%. UNIT
MAX.
HEIGHT
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PER
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HEIGHT
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EXTERIOR INTERIOR
13
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- 90,
EXAMPLE: 90a INSIDE CORNER 4 PANELS - XX/XX
10 X 1-112"
H SMS
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE OP/ANCHOR TABLES, SHEETS BE FOR MAX.
PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL.
3)PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
vmr L6tT. 0iAVIN RY}D9
✓R OL9YD L NO LNANOES THIS SHEET
rmmmnemn�
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OLD WIDTH = NOW. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT-10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT -1.888'
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-
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SA HEADER DETAIL'A. SHEET 18 •
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1-3
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TABLES 1-3
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EXAMPLE: OXXX INSTALLATION DETAILS
MAX. UNIT WIDTH "�
-
CONSTRUCTION
DETAILS SHEET 15 2-TRAM 'DW 8'Dc', SHEETS 12 813
EXAMPLE: 900 OUTSIDE CORNER - XX/XX (2-TRACK)
JAMB DETAIL'S', SHEET 18;
ASTRAGAL DETAILS11'
L2, SHEET
8 INTERLOCK DETAIL'M', SHEET 19
19� INTERLOCK
INSTALLATION DETAILS'IW 8
DETAIL V,, SHEET 19 'Ic', SHEETS 12813
1
_
HEADERDETAIL'C',SHEET
HEADER DETAIL
1
1 18; INSTALLATION DETAILS
JAMB DETAIL'H2', SHEET P-HOOK DETAIL')' 8'M. SHEET 'B', SHEET 78;
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION
DETAILS'BW S'BC'.
-
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JAMB DETAIL'12', SHEET 18; INSTALLATION
DETAILS'Iw' 8'Ic', SHEETS 12 813
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SHEET 15
a
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EXAMPLE: XXXO SILL DETAIL'F, SHEET 18; f✓
= } ' No. 58705 ' %1
(3-TRACK
RIGHT POCKET).
INSTALLATION DETAILS
'EW 8'Ec', SHEETS 12 873
(4-TRACK, BY-PASS) INSTALLATION DETAILS
'Rr8'Fe,SHEETS12s13
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SIZES 8 DESIGN PRESSURE.
rr
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2. PANEL TYPES NOT SHOWN OR CROSSED OFF
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ARE NOT REQUIRED FOR ANY CONFIGURATIONS
AND ARE NOT AVAILABLE.
F-
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IORNE 19)OR RECEIVER R(012a18) AND EITHER
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19'
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112 %i6 17
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1-3, SHEETS 6-6 FOR DP (PSF) ASSOCIATED WITH STILE.
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(BOX -OUT) MAY ALSO BE INSTALLED
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(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
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61745
1745
LOWE NO, lir X IIIV SGL. SIDE ADH. TAPE, POLYETH.
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101
72087
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102
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17352
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FLED PANEL RETAINER - WI V
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ENER
OUTSIDE CORNERAITTAGAL
120
17330
I 0117330
PoDEGREE INSIDE CORNER ASTRAGAL
FLED PANEL RETAINER VV
SGDZfo I tris 126 - 22 1 pmve
NOTES:
1) ALL ALUMINUM = 6063,T6-- j,,
2) ITEMS # 33-39. 56-59,66, 81.84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF TkISAPPR6VAL.
OR#13 REQUIRES
MIN. #10 SMS OR 3/16' MASONRY
ANCHORS @ 24' MAX. O.C.
Moaucr
� , % , LII II II I , , , .
0"1 LTIVIV
...........
N.. 58705
............ A LINNMILLER,
P.E.
RE 0 58706
5.069"
,J=36'
4 ItO1d TR4f`ICRIII _ "
6.198"
5.069'
1211° u�7 1.505" I
0.081" J O2_iAHCKHEAD W/SCREEN TRACK O3-TRACK SILL
(6063-T6 AL), (6063-T6 AL) 1d (6063--T6 AL) 8,
152-TRACK JAMB W/"
' - -62G1 SCREEN ?RACK -"
0.080' (8083-T6 AL)
�1° O
�38'
1.21
505"y 1.3A
0.061° O 663L W/SCREEN TRACK 0.
6083-T6 ALI (60T6 AL)081
4.49'
0. 880.
1.271" 1.505"
0.081" O4 4-TRACK HEAD 02-TRACK SILL
(6063-T6 AL)) (6063-T6 AL)
0060,
0 062
0.532' 0.780"
1.260'
1!7
.060. 1.516" 1.990"
EN
Ofi AOD-0N. EAO/JAMB SCREEN Y ADD-0N ILL SCREEN 3 END AOOION CRE
(6063-T6, AL) (6063-T6 AL) (6063-TEAL)
REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS
OR3/16"MASONRY OR3/16'MASONRY
ANCHORS @ 24" MAX. O.C. ANCHORS Q 24' MAX. O.C.
loro ]s'cwutocvowve '^a"
Px wncE rt'uzm EXTRusic
SEE SHEET 17 FOR SILL RISERS. IwOoda]eao
I ofaom. a SERIES 6;
). _ _ _. , "-I way '•I - _
S.
16 3-TRACKJAMB
(6063-T6 AL)
'21. --22 .I r
(6063-T6 AL)
�7��7,{,{��I� 1,045'
1.993"J..�1� 0.062"
SCREEN
45 TOP RAIL
(606356 AL)
0.875"
1.5393
L 0.062'
SCREEN
46 SOTTOM RAIL
(6053-T6 AL)
/ROBUCf gEVlSpy
P°nPbleaMtlmsflolNs
eeFw?.o��e 17-0420-05
6Pl�rye D�le�- y�
L * ' Stl]OS
1] 4-TRACK JAMB _
*_
I
Y;
L
'JC
0718 083 -
2 3043.802 --y�
0752. I
0:752 „1�7TI ,� fi I I ° 0 885
I t 0674I 0796 d 11873� - (
0062)'- 0 i
1 ' _ 0 264 08D �,.� 0 233 0.062 r- i�
��FRAME SILL' _ PHOOK MOUNTING _ P-HOOK SCREW -
IaSCREWCOVER 11 TRACK 25 P-HOOK -�'26 ADAPTOR 29 COVER 0.080' 00 P-HOOK FOR BO%RISER
(6063-T6 AL) (6063-T6 AL) (6063-TB AI.) (6063-Tfi AL) (6063-T6�AIL) (6063-T8 AL)
4.,
2.30" 1.488' O.OR2' 1739"
0.080"
0.830" I0.062" IL
1.303"
3.125" I7.800 - 0 I '"� 0.325"
.080" 1.870"
016'
1.974 25' 0.082'
2.44:iN'fi:RLUCK INTERLOCK
O31 Ida CORNER" „S r 7. .135"FIXFD MOUNC _°* 80 :STANDARD.STILF 61 HEAW DVfY:STILE-.; L.,,}., 6< �65
(fi063 T6 AL)AL) �(6063-TB AL) ��(6063-T6 AL) �(6063-TEAL) �D - ' OSCRENI COVER'
(6063-T6 AL) (6063-T6 AL)
3.979'
0,075'
° 01125" - ] 1- 0,281" - 1 1-
87 STANDARD ASTRAGAL 88 HEAVY DUTY ASTRAGAL
(606346 AL) (6063-T6 AL)
1.003,
7.757"
l 0050" !..
05 FIXED
PANEL CLIP
(6063-T6 AL)
.550" -I
o.7D9^
0.080"
SFIXED PANEI L
t06 RETAINER, 9116'
(6063-T6 AL)
1.03,
0.OR0' ..vguv,"
2.81498"
0.080'
FIXED PANEL
RETAINER. 1!8'2.628"
(6063-T6 AL)
SCORNSCORNER
ER RECEIVER
(6063-T6 AL)
4.125'
1.050" 1.050' j-^ � 1.050" jam-
0.062' 1.304" 2H.045".611" I .849"
I
lam- 3.25" .045" .045" a
GLAZING 7116"GLAZING 311W&1/4"
BB TOPIBOTTOM RAIL 79 -
O(6063-T6 AL) BEAD B.G.) 60 BEAD. FIXED 78 GLAZING
(6063-T8 AL) PANEL CLIP BEAD
(606346 AL) (8083-T(l AL)
0.133"
5.621"
110 90' OUTSIDE CORNER ASTRAGAL
(6083-Tfi AL)
5,621"
0.133"
4' 0,6111,
12090" INSIDE CORNER ASTRAGAL (6063-T6 AL)jjAN LTA
* : NO.%705
xw wre..: _ IOEp{OPAVIk YTS' 1 JcrticJ o/u nLv�n. JV✓-nVlwirvlrn�l-'/b.......
JR OMDWII C MOG GES7MISSHEET. LJ er m� Drew Ic A.I.I. MILLER. P.E.
.sri�mo MTS 22 a22 .PGN12B- - CI PEus67as ..
+BOA" AND CODE
N:OTYCE OF.
gy Drive
FL 34275
AND ECONOMIC RESOURCES (RER)
'ION DIVISION !
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
ww .mismidade.zov/eronomv
)A is being issued undei•the applicable rules and regulations governing the use of construction
a. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Control Section to be used in Miami Dade County and other areas where allowed by the Authority
.,. 11�L�}DgJ LLltJulGl0.iL t(il JJ f. '
Tluf S -NOA shall not be valid after the expiration date stated below. `The Miami —Dade County Product
tr'f Section (In Miami —Cade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
gkt to have this product 6r material tested for quality assurance purposes. If this product or material
-�f1r .Q t ;,perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
. mayi.i�nmediaYely revoke, modify, or suspend the use of such product or material within their jurisdiction.
Rz1 K reserves the right to revoke.this acceptance, if it is determined by Miami —Dade County Product Control
JeetiOgthat this product or material fails to meet the requirements of the applicable building code.
This product is appreved as described herein, and has been designed to comply with the Florida Building
6'including theHighVelocityHurricane Zone:
DEsCr.>pTION: Series "SI1-1Q0" Aluminum Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Driwing No. 4040-20, titled "Alum. Sin ;le Hung Window, Impact", sheets`I
through11 of 11, dated 09/01105, with revision G dated 06/06/17,.rzpared by manufacturer, signed and
sealeY p'y Anthony Lynn MilletY..E., bearing the Miami -Dade County:Product Control Revision stamp with
the Nafice of Acceptance numb:;_ and expiration date by the Miami Dads. County Product Control Section.
MISSILE IMPACT RATIN';: Large and Small Missile Impact Resistant.
L'�ELING: Each unit shall hear a permanent label with the manufacturers name or logo, city, state,
mode`1YSeries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
ri¢'t"d1 eeiu.
RENEWAL of this NOA shallte considered after a renewal application has been filed and there has been
`rolehapge in the applicable building code negatively affecting the performance of this product.
'+1 c
T It IINATION of this NOA;Ny occur after the expiration date or if there has been a revision or change
m the imaterials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsemcrit
,',of%,prcduct, for sales, advertising or any other purposes shall autor)}adcally terminate this NOA. Failure
to'cothply with any section of thi NOA shall be cause for termination,}xl removal of NOA.
I bVERTISEMENT The IC A number preceded by the words Miami -Dade County, Florida, and
foil 'W63 by the expiration date -may be displayed in advertising liter (ure. If any portion of the NOA. is
iis' 16i d, then it shall be done in its entirety.
INSP CT'ION: A copy of this entire NOA shall be provided to I* user by the manufacturer or its
distributors-andshall be available for inspection -at the job site at the request of the Building Official.
�1t, SNOA revises NOA# 16-0114.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
weir approval document mentioned above.
h'esutimitted documentation wasreviewed by Manuel Perez, P.E.
F;
NOA No. 17 0630 OS
MIAMi DADr COUNTY jp `7 �� Expiration Date: March26,2021
!Approval Date. November 30, 2017
g
Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SU13AUTTED
1,".'DRAWINGS
Manufacturers die drawings and sections.
(Submitted underNOA No. 05-1018.01 and 07-0322.06)
Drawing No 4046-20, titled "Alum. Single Hung Window, Impact", sheets 1 through
II of 11, dated 09101/05, with revision G dated 06/06/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
Test reports on: Uniform Static Air Pressure Test Loading per FBC, TAS 202-94
-2) Large Missile Impact Test per F]Bi_', TAS 201-94
.3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and -an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer®NXTrm spacer system and XL
EdgeTM spacer s' stera at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., 1T est Rej)6rts No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and scaled by Idahnis Ortega, P.E.
(Submitted ua&4previous NOA No. 16-0714.06) -
Test reports on: I) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test. ' Loading per FBC TAS 202-94
31) Water Resistance Test, per FBC, TAS 202-94
..4) Large Missile Impact Test per FBt-, TAS 201-54
5) Cyclic Wind Pressure Loading pcFFBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fiff frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTLr an
4957, dated 10/03/06, signed d staled by Edmundo Largaespadd�'
P.E.
(Submitted zmdei,-NOA No. 07-0322.06)
3 Test reports on: q) Air Infiltration Test, per FBC, TAS 202-94
..2) Large Missile Impact Test per FBC, TAS 201-94
lic Wind Pressure Loading per�.FBC, TAS 203-94
y along with m4Je)Cd-updrawings and installation diagram of an aluminum single huiig
window, with fin frame, prepared by Fenestratiga. Testing Laboratory, Inc., Test
Reports No. F.tL-4958 and FTL-5063. dated 10/03/06 and 11/21/06, both signed and
scaled by Edmundo Largaespada, P.E.
—(Submitted undir NOA No. 07-0322.06)
"-Maw f vk?v
Manuel erez
Product Coutro Ex
2,
NOA No. -06
Expiration Date: March 26,
pproval Date: November 30,
PGT-Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with En frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTiL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
(Submiuedunder-NOANo. 05-1018.01
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic;Wind Pressure Loading pei,FBC, TAS 203-94
along with marked -up drawings and installation dia ff- am of an aluminum single hung
window, with fn frame, prepared by Fenestration Testing Laboratory, Inc., Test
1 Reports No. F711-4649 and FTL-4723, dated 08/11/05 and 1010510S respectively,
both signed and sealed by Edmundo Largaespada P F.
(Submitted underNOA No. 05-1018.01)
6. Test reports on:' 1) Air Infiltration Test, per FBC, TAS 202-94
-2) Uniform Static Air Pressure Test -Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
...4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with maned -up drawings and installation diagram of an aluminum single hung
window, with fir: frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL -4647 and FTL-4650, dated 08/11/95, both signed and sealed by
Edmundo Largaespada, P.E.
(Submitted und&WOA No. 05-1018.07)
7. Test reports on:.q Uniform Static Air Pressure T'es'c, Loading per FBC TAS 202-94,
?) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with market -up drawings and installation diagram of an aluminum single hung
window, with frn:frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTE-4646 and FTL-4648, dated 08/10/05-and 08/11/05 respectively,
both signed and -sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01) )
Mau el ere P.E.
'Product Contr I�Ex,a° mer
NOA No \gYB0.08
Expiration Date: March 26,.2021
Approval Date: November 30, 2017
E-2
PGi Industries. Inc.
NOTICE4 ACCEPTANCE: EVIDENCE -SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5"
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 complit�s with ASTM E1300-04
:,-QUALITY ASSURANCE
q Miami -Dade Department
M -Dade D of Regulatory and Economic Resources (RER).
.
E. MATERIAL CERTWICATIONS
1. Notice of AccePt I , ance No. 15-1201.11 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expining on
4 05/21/21.
2. Notice of Acceptance No. 16-1117.01 issued to Kukaray America, Inc. for their
"TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07i:U/19.,
F. STATEMENTS F'
Statement lettei''of conformance, complying with FBC51h Edition (2014) and BC'
6"' Edition (2017), dated June 22, 2017, issued by rranffacturer, signed and sealed'by
Anthony LynnViller, P.E.
2. Statement lette),of no financial interest, dated June 22; 2017, issued by manufacturer,
signed and scaled by Anthony Lynn Miller, P.E.
i 3. Laboratory corfpliance letter for Test Reports No. FTL4957, FTL-4958 and FTL-
6
5063, issued by Fenestration Testing Laboratory, Inc., dated 10103/06, signed and
sealed by Edmufido Largaespada, P.E.
(Submitted undii NOA No. 07-0322.06)
o, 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648,
FTL-4649, FTE-4650, and FTL-4723, issued by Fenestration Testing Laboratory,
Inc., dated 08/10/05, signed and sealed by Edmund.o Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
5. Proposal No. 16�0125 issued by the Product Control Section, dated March 09, 2016,1
signed by Ishaq-.Chanda, P.E.
(Submitted under previous NOANo. 16-0714.06)
G. OTHERS
1'. Notice -of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series
"SH-700" Aluriuium Single Hung Window - L.M.L,'approved on 08/18/16 and
expiring on 03/26/21.
Iva.
:!a, tuVr�z, P.E. t C 'u r Product 0 rol E a miner
_0
NOA -0630.08
Expiration Date: March 26,2021
-Approval Date: November 30, 2017
E-3
_._
VCIVCRf\L IV
-. �.
1.GLAZING OPT
' +
ev A'S/16'LAMI
gin+
ei'OR(090 I
C. 5116' LAMI
_S: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES/STANDARDS USED:
.2e1T FLORIDA DUILDINo CODE (FBCI, gTH EDITION
I;(SEE DETAILS ON SHEET 2) .201d FLORIDA 6UILDING CODE IFBC).5TH EDITION
".- p [-ALUMIN MDESIGNM FOR UAL.AD CONSTRUCTION 1
S15T1NGOFQ2)tITESOF 1/8 ANNEAL66GLAS5 WILH:AyA90^XURARAY TROSIFOL°PV&(BY KURARAY'AMERICAINC:)�..,)+ I 1 -ALUMINUM DESIGN MANUAL. ADm-zo15
°X`FVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ,'. .; •AISISIW12
SIB"ING OF(1)LITE OF1/SNANNEALED GLASS AND(1)LITE OFI/8' HEATSTRENGTHENED:GLASB.WITHA___.__.__ -Al GO 360.10
YRD5IF0LoFV8(BY'KURARAYAMERICA, INC.)OR'.090"SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
SISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A. NOA DRAWING MAP
^^I'•� ° "S FLEX' PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY)
D. 7/16' LAMI CONS
OR .090' SAFLEX
E. 7/16' LAMI CONS
.090' KURARAY T
F. 711V LAMI CONS
OR .OW' SAFLEX
G. 13/16' LAMI IG: ('
.090' KURARAY I
H, 13/16- LAMI IG: ('.
OF II HEAT ST
OR .090' SAFLE)
r 1 13116LAMI IG:(1
TVL'
WIA.C9o"Y.Ui
J. INIV LAMI IG`. (1
.090'KURARAY'
K. 13/16' LAMI IS: (:
OF 3/16' HEAT S
OR .090" SAFLE)
L. 13/16" LAMI IS: (1
WITH A.090' KU
M. 13+16' LAMI IS: (
.090' KURARAY I
OL PVB (BY KURARAV AMERICA, INC.) OR.090 SA
OF (2) LITES OF 31.1W ANNEALED GLASS WITH A.090" KURARAY TROSIFOL° PVB (BY KURARAY AMERICA, INC.)
INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
OF (1) LITE OF NIC- ANNEALED GLASS AND (1) LITE OF 3/16' HFAT STRENGTHENED GLASS WITH A
OL °PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
OF (2) LITES OF 3/16'• HEAT STRENGTHENED GLASS WITH A.090- KURARAY TROSIFOL •PV6 (BY KURARAY AMERICA, INC.)
INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
OF 1/8- TEMPERED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A
OL°PVB(BY KURARAY AMERICA, INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) `
OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 6/16^ LAMI CONSISTING OF (1) LITE OF Im' ANNEALED GLASS AND (1) LITE
FHENED GLASS WITH A.090- KURARAYTROSIFOL° PVB(BYKURARAYAMERICA, INC.)
ullb,'PMPEREDGLASS,ANAIR° CE ANC 1G1-A.i..,12*,'I'iS !:WHEATSTRENGTHENEO LASS. .
7ROSIFO PL PV (BYKLIRARAVAMERIC#;hNC)OR:A90'SAFLEX'PVBINTERLAYER(BYEASTMANCHEMICALCOMPANY) -..,
OF iB' TEMPERED GLASS, AN AIRSPACE AND 7/16- LAMI CONSISTING OF (2) LITES OF 3/16- ANNEALED GLASS WITH A
'OL ®PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16- LAMI CONSISTING OF (1) LITE OF &16' ANNEALED GLASS AND (1) LITE
)THENED GLASS WITH A.090'KURARAYTROSIFOL° PVB (BY KURARAY AMERICA. INC.)
INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16- HEAT STRENGTHENED GLASS
'TROSIFOL PV�B(BY KURARAY AMERICA, INC.)OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
OF IlV ANNEALED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A
OL 'PVB (BY KU RARAY AMERICA, INC.) OR G90^ SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)'
1
2. CONFIGURATIONS:'OX- (1/1. VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 1-3. SHEET 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300,
B..POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
SHEET
GENERAL NOTES. ............ 1
GLAZING DETAILS............2
DESIGN PRESSURES .... 3
ELEVATIONS ..................... 4
VERT, SECTIONS ............. 5
HORIZ. SECTIONS....._..... 5
PARTS LIST ....................... 6
EXTRUSIONS .................... T
CORNER DETAIL. .......... _ 7
ANCHORAGE .................... 8-11'
Meteliel
Min. Fy
I Min. F.
Steel sonm
92 ksi
120 ksi
Elco LHIIeCoryD
410 SS Elco G7eleFimO
155 ksi
127A ksl
177 ksi
189.7 ksi
6063-T5Aluninum
16 ksi
22 ks1
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL4645, FTL4645, FTL-4647, FTL-4648, FTL4649, FTL4650, FTL4651, FTL4723, FTL4957, FTL-4958 AND Fl i63,
ANSI/AF3PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
B. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZL
10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (GL) ARE ALLOWED.
CERT.OFAUIN. MM
swab INTSI-1 +71 1-
f9tiTaDCi
emglying wiNfle F1.aNn- '
B�ildiag Code
Ac yN.,cc No I ' 0 D.OS
mm /?D2!
By
Mfrs, Dwe vwuel
.,fuunr
p STA a �
A. LVNN MILLER, P.E.
. FL P.E.#58705 -
Part#
DPscripBon
Material
• 71
Kommeding'VG TIPS Spacer System
".
._ 72'.,
Ouanex,5pper Spacer 07 W ULHot Matt egtyl„ „
See this
Sheet for
T3
4uanex Dumseal Spacer
- Materials
79
Cardinal M,Edge Spacer '+- _
J 1/8" ANNEALED OR HEATS f.EN^uTHENEO GLASS 3/1G'RINEALEO OR HEAL' STRENGTHENED GLASS
090 PVBINTERLA)EH 090 PVB INTERLAVER
1/8"ANNEALED OR HEAT ST ENGTHENED GLASS—31VANNEALED OR HEAT STRENGTHENED GLASS
5/16' NOM: I 7/16" LAMINATED
5116" LAMINATED GLASS 80,81 or 7/16" LAMINATED GLASS 83_84 or 86
7j"74 ��� �-- _ (T•. sR I <�]EIjTERIOR INTERIOR
,• ,. _ .:;� _ >. \J I' V(fALL SC OTI!'HNS/ I'
P�^=
KURARAY TROSIFOL
1Y2'NOM. la"NOM. PVBINTERLAVER
46 GLASS BITE 46 GLASS BITE or
SAFLEX°PVB INTER!AVER BY
EASTMAN CHEMICAL COMPANY
38 70 38 70
11F ANNEALED OR HEAT STRENGTHENED GLASS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAVER .090 PVB INTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS
511 B' LAMINATED - 7119' LAMINATED
AIRSPACE AIRSPACE
1/8"ANNEALED OR TEMPERED GLASS 1/8"TEMPERED GLASS
13/i6" NOM. 13/16" NOM.
13716" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91
A .MINUM
"'• : SILICONE �HORME�T SU'6 !FOq EMFNT PUL I50- — CESICCA!rT FIII.OR°1
REP C
'.' `'N CTURnL _. _a ell'l:ERG / Nte'TOM
SILICONE' 6116 NOM.
STRUCtI-IsA. L�(yJ���jyI' �1}/�JI�GdI\�j�q�Iy'I�l�&16'NOM �jp/j I}p�1f//y�/—SILICONE SEA.
POLYISOSUTYLENE I\ I IA 1/4 NON. ncc WITH �Y I VJ RULVL B_,� ROLL{ORMED VllT ///'� I� ���/A dAY ��91V/I� DESICCANT WITH DESICCANT rnAxT STAINLESS STEEL
iLA6('%/C�� EXT.GLAeC`%/(� - �
INT. GLISS INT. GLASS
KODISPACE >z SUPER
Q 4SG TPS SPACER®NXT"
DURASEALO
n SPACER
CERT.OFAUT .@3'eil0
EXT.
XLEDGE'
8 SPACER
2-> 11
gCBh
LAM[ IG OUTBOARD
LITESMAYBE .
UPGRADED103n6`
WITH NO CHANGE IN
DESIGN PRESSURE,
ODIICI REVISED
,omptYmg.mlh:6efloMe
'I:L"6 Cn,le
I
avU Ma P(�Y6
I1I11111 1
I.ONY LYNNq 1'1.
* ; Na. U705
ACT:. A'
OF
7OI/NAL el G
A. LYNfJIIE{11WIR, P.E.
' FL P,E.# 58705
1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ IGH SILL OPTION
TABLE 1.
BA$E ,QN FLANGED WIN-OQW TIP -TO -TIP FRAME DIMENSIONS
+FY - WINDOW HEIGHT
-
,
ID
700
"k00
A0:0'0.0
+80 0
.-80 0
480.0
-80.0
80.0.'41.U'
040,08D.0
9 0..62"A,B,M
+80.0
40.0
+80.0
-80.0
+80.0
-80.0
+80.0
4 0
+78.8
-78.8
+77.3
-75.93118"
A.B,M
+80.0
-80.0
+80.0
-Bo1
+79.6
-79.6
+78.2
.78.2
+76.9
-76.9
+7540
-74.0
UP To 53118"
C,D,E,F,G.H,I,J,K,L
+80.0
-80.0
+80.0
.80.0
+BD.O
A0.0
+80.0
-80.0
+80.0
410.0
+80.00
-80.0
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL UP I BUN IA LM 4.
BASED ON FLANGED WINDOW TIP -TO -TIP DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS E 1 38318" 44" 60 fi/8" 63" 72" 74" 76"
I L. 60"
d b ` I I q%62"
GLASS TYPE
n:ELK
WINDOWS WI HIGH 51
IONS
4T(MAX. WINDOW HT. W/
TEST REPORTS TABLE 4.
A. 5/16" LAMI - 1/8"A,.090,118"A)
FTL4647, 4648, 4723, 4957
FTL4647, 4648
C.5/1T LAMI- 1/8"HS,.090,1/8"HS)
FTL4647, 4648
D. 711V LAMI- 3/16°A,.090, 3116'A)
FTL4645, 4685
E. 7116" LAMI - (WWA,.09% 3/16"HS)
FTLA645
F.7/16"LAMI -(3116"HS,.090, 3/16"HS)
FTL4645
AIRSPACE,<TS"LAM[ (1/8' O1:VyA)
T114646,4723'
H. I&16"IAMI IG-1/8"T. AIR BRACE ,5/16"LAMI -(1/8'A..090.1/8"HS)
FTL 616_
I. 13/16" IAMI IG -1/6" T, AIR SPACE, 5116' LAMI-0/8'HS,.09D,1/8"HS
FTL4646
J. 1y1S" LAMI IG -1/8" T, AIR SPACE, 7/16" LAMI-(WWA..090, 3/16"A
FTL4649, 4660
K. 13/18" LAMI IG-1/8" T, AIR SPACE, 7/16- LAMI - (3116"A,.090, 3116'HS)
FTL4641% 4650, 4958
. 13/16" L
MEETING T)
•x° SAS
HT.
MEETING RAIL
-H
X,.
,.
rMI
•p
HT.
MINUS
SASH
WII
HT.
MEETING RAIL
HIT.
`
X"
4H
I
AMI IG-1/8" T, AIRSPACE, 7/16° LAMI- 3/16"H5,.090, 3/i6"HS) FTL4649, 4650
LAMI IG-i/8"A,AIRSPACE,S/i6"LAMI-(1!8"A..DBD, i/8"A) FTL-5063
1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +S4.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8' MINIMUM TO 38" MAXIMUM.
4. GLASS TYPES C. G, H, AND I MAY BE USED IN SASH ONLY '
5. REFER TO ANCHOR QUANTITY TABLES&B FOR ADDITIONAL DP mm TECH40L00YDaME
LIMITATIONS. NNENICE,RUM DESIGN PRESSURES
(NI)MO-Imo
CERT. nF'1 TH.MM rl ALUM. SINGLE HUNG WINDOW, IMPACT
3-<11
* : ND. 58705
A. LYNN MILLER, P.E.
"FL P.E.# 58705 -
I
531/8" MAX. FLANGED WIDTH
21/8' MAX. L.F: WIDTH_
c "1.., 495/e"MAX FIXED '` "i.I C
i ... .DLO (ALL) D , .•
t I I (1II 1 T I 1 4 l
+• AX J + 75MAX
75 M1 .. v\. { .... i I • 75' MAX > 1
i LF A A IF IF
SEE DLO HEIGHT
TALE 0 o—) HEI HT SEE OLD f' HEI HT SEE OLO C ��
TABLE Q ✓// TADLE 0
7' 76"MAX. 76-MAX.
76'MAX. FLANGED L FLANGED
T-
HEI HT 1 HEIGHT HEI HT
SEE DLO
SA CI S�SEE SEE
TABLX 6EEDLO X E X
TABL E—
XANO E4
,IB:'4" 41.1 481/4"MAX.
—VENT OLD (ALL) DETAIL - DETAIL ---' '
_DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH)
1;1
i B
E---i
-..__ 75"MAX. 176"MAX,
I.F, E-j HEI F.
FHEI HT
SEE DLO SEE DLO
TABLE O I TABLE O j I-A76' MAX. LA
FLANGED FHE
L L
HEIGHT HE
20
20'
LSIIEE DLOBLEEEOLO4DLc 'X SASH
HEIGHTHEIGHT _
B
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 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8, C) ARE BASED ON ATHREE OVER TWO FORMAT.
Lan)aeo-+eoo ,�
CERT.OF PUIH. N3BNG ALUA
IT
iNEET, wrmiurexn`
'A S a^
TAleTE
A. LYNN MILLER, P.E.
NOTE: MEN. (1) SWEEII -ATCHAT�NTCENTERLLNE OR
26- 27
NOTE BALANCE PARTS us96
vj ',t)PtfC)NALB]JtTOM'LOCKS; (1)6"FFkOM EACH SIDE OF —
BASED ON SASH WEIGHT
MAXI %tEENT DAYUGHTOPENING .i
INSIDE INSIDE 9,10,11;15
31
MAX. 2.710'
FIXED
LITE ...... ...
DAYLIGHT 25
OPENING I 4F==
OUTSIDE
25 —MAX. FIXED LITE DAYLIGHT OPENING
FF- --MAX- WIDTH
li SECTION A -A
23
47 50
HEIGHT
Ey— 2.946
HIGH
OUTSIDE SILL L L OW W
BILL
MAX. ENT 44 48
DAVYLIGHT HIGH SILL LOW SILL HEAD JAMB OUTSIDE
OPENING 28 —
2.710'
53, OUTSIC-
68 I.F. FRAME
53 2.16 6
52 (LOWSILL) SILL) 63
SEE NOTE ABOVE 54 1
64 67
30 12 ULTRALIFT 69
ONLY 12 ULTRALIFT
ONLY SECTION I
SECTION B-B RADIUS TG
(LOW SILL SHOWN)' ALTERNATE HIGH SILL (HEAD DETAIL -FLANG
11110TEC4Q=YDRI'M
N.VENCE.Fl-MV5 SECTIONS
(941� 4W MD CERT.OFAUMa�gs ALUM. SINGLE HUNG WINDOW, III
Rx �00 I Half 5', 4041
No.56705 s
0'. EEAlZo
o
ZONAL ON
....WLR, P.E.
A, AN..
ITEM
DWG#
DESCRIPTION
PGT#
„ 1,.4002A•,
FLANGEFRAMEHEAD :
612225,•
,2
-1155.
#8X1000�0UADPN SMS
�
.,_&'
L9003C...
FLANGEFRAME BILL LOW SILL),
5'.,,.(_-i6$6,;
ADHE$RE'}SPEI'i CELL FOpM PpD
6,
J,4004,:.
FLANGE FRAME JAw>s " c:.
"7"
4025:'
SASH STOP"r' i^
T6T2244
8
4025
SASH STOP (EGRESS)1.125 LONG
612244
9
4029
SPIRAL BALANCE, 3M", SIB-. OR 11/16"
10
1080
BALANCE COVER, 3/8"OR 518"
6BALCVR916
11
#6 X.750 PH. PN. SMS
7834AA
12
BALANCE BOTTOM BRACKET
'7BALTBKT
13
1085/1086
SASH TOP GUIDE
42504
is
98 X1 PHILLIPS FLATHEAD S. STL
78XIFPAX
16
1080-1
BALANCE COVER, 11/16"
6BALCVR670
17
4053
SASH STOP COVER
64053
18
4029-1
SASH BRACKET
7ULBRKT
19
#S-32 X1Q'LG PH FH TYPE FS STL I
7832X12FPFX 1
'tt.
.4054C..
A)(ZD MEETIN RAL. -
642540
23
4006C
SASH TOP RAIL "
25
1236
WSTP... 170 XI270 BACK, FIN SEAL
07516G
26
loss
SWEEP LATCH
71096
27
1016
q8 X.-250 PH.FL. SNIS
7858
28
4007
SASH 80TTOM RAIL(LOWSILL)
612230
30
1226
IVVSTP., BULB VINYL
6TP249
31
400B
SASH SIDE HAL
612231
34
126B
SASH FACE GUIDE
42501
35
1622
LAM SETTING BLOCK 3l32"X25I64"X1"
71622K
38
1052
LAM IG SETTINGBLOCK P X3WX1/16"
71052K
37
1224
NN)FGLAZ. BEAD BULB(THICK)
6TP247W,K
38
1225
VINYL GLA2. BEPD BULB (THIN)
6TP248K
41
4039B
GLAZING BEAD, 5116 LAM. GLASS.
64039E
42
4044B
GLAZING BEAD, 5/16 LAMI WIGRILL KIT
644703
44
4222A
GLAZING BEAD, 7/16"LAM
64222
45
985C
GLAZING BEAD, 7/16'LAM W/GRILL KIT
6985
46
4067
GLAZINGBEAE03/16"LAMII.G.
64067
47
4071A
FRAME, I.F. HEAD
64071
48
4072A
FRAW.I.F.LOWSILL
;.49
40T3A
FRAME, LF. HIGH SILL
04073
50
4074B
FRAME,I.F.JAMB
64074
52
4009
SILL LATCH(EGRESS) LOWSILL)
764009
53
1088
SPRING, SILL LATCH (EGRESS)
7PPRNG
54
2740
SILL LATCH (EGRESS) (HIGH SILL)
- 62740
55
1014
ISCREEN FRME(HOR. B VER.)
61014
56
1630
SCREEN CORNER KEY WIRINGS
71630
57
1637
SCREEN CORNER KEY W/OUTRING$
71631
58
1073
SCREEN SPRING
7CASP
59
1624
ISCREEN SPLINE-.135 DIA FOAM
REM
DWG# DESCRIPTION
PGT#
60_'1635
SCREEN SPLINE DIA HARD
61635K -
.61
SCREEN CLOTH' -' I
81816
=505..',GLAZING CHANNEL (.688X500) ,.
--6533402
,03
•64.
.,116L-#6xlo09PHVBUGLETEK -+;.7
* .706M
67
GLAZINGTAPE`ti/16 X1/2-7/t6 LNAI-
62BV1510
768
405tA' SASH BOTTOM RAIL(HIGH SILL) 1,'. a4
''i 64051
69
4050A FLANGE FRAME SILL (HIGH SILL)
64050
70
SILICONE, DOW791,899,995 OR GE 7700
80
AGLASS, 5M6'LAMI,(1/8-A.090 PVB,iM"At
81
B.GLASS, 5116"LAMI, (il8"A.090 PVBj M-NS)
82
C. GLASS, S/i6" LAM, 0/8'HS,.o90 POAi,1WHS
83
D. GLASS, 7116' LAM, (3/WA.090 PVB,3/16'AN
04
E. GLASS, 7116" LAM, (3/16"A.090 PVB,3/16"HS)
85
F. GLASS, 7/16"LAMI, (3116"H5,.090 FV Xl6"HSI -
86
G. GLASS, 13116" LAMI IG; i/8'T, AIRSPACE, 5/16" LAM. (1/8"A.090 PVB,1/6"A)
87
H. GLASS,13/16" LAMI IG; 1/B'T, AIR SPACE, 5/16" LAM, (1/8"q.090 PVB,tlB"HS)
88
1 CLASS, 13/16" LAMI ICI 1M T, AiR SPACE', 5116" LAMI, (118"HS,.OBO POR,1/8"HS)
' 0P
.._JSS.i3/16 AiI IG'116^. 41R SPPCc,r/18-L^ViI, (3P6Yi ODO P'tE,3116"A)
111
KGLASS i 13116-LAMIIG; 1/6T;NR SPACE. 7/18 LAMI, (3/1BA.090. PLB3/i6"HS.-`.
91
L. GLASS , 13M6" LPM IG; 1/8'T, AIR $PACE, 1116" LAMI, (3/16"HS,.090 P .3/16"HS)
s2
M. GLASS, 13/16" LAM IG; 118"q AIR SPADE, 5/16" LAM, (118"A.090 PN ,lff'A)
�2789
1. 30
062
4T FRAME, I.F. HEAD
if4071 A. 6063-T6
48 FRAME, I.F. LOW SILL
44072A, 6063-T6
2 374
2.
'C NOM
LTHICKNESS
81824K
6 50 FRAME I.F. JAMB
49 FRAME I.F. HIGH SILL '#40748, 6063-T6
#4073A, 6063-T6 (USED AS RADIUS TOP HEAD)
mo3EcnrvoLow QA'v
NNENICE, FL34Y15
PARTS LIST
(941)4P 1600
ALUM. SINGLE HUNG WINDOW, IMPACT
MRT.oFAmN.aeeooe
O aw
ro :uus.nXMc
-
mJ.
alr7ao
NTS
.. 6 ` n-11
-.. 4040.20, .
flan& I ,J`I" �•..
�.��p)4Y LYlVIv
DEAN CIGENSF :�(�
No. 58705
/ONAL EN�`�
A. e*NNINdLLER, P.E.
_ FLP.E.#58705
fi
) I .
I--2784 .
t.T36-L�
3
ae2�
O FLANGE FRAMF� HEAD
I I #4002A, 6063 is
\ I
.062 I. I
2•830 f 2330 1 _
—J
I-2.7e4--i I
O FLANGEE FRAME SILL (LOW)
#4003C, 606&T6
III 90
SASH STOP
O FLANGE FRAMEIJAMB 7 #4025,6063-r5
#4 .W6061T5'
(USED AS RADIUS TOP HEAD)
1 +{''�34�2 � Vu2.2�]—
I�II9-7�
.062 5 1.]07
I aez~
21 FIXED MEETING RAIL 23 SASH TOP RAIL
#4054A, 6053HD-T6® #4006C,6063HS-T6
1 2.784 �I
69 FLANGE FRAME SILL (HIGH)
#4050A. 606e-16
/-I.F. FRAME
6 Or
SEALANT ALONG ENTIRE JOINT
WELD
ALONG
SCREW
BOSS (2)
SEAHCK GASKETS \ —
FrS HEAD AND SILL
V
"ac+v;v,r
u46 i 1
a
VfEW_R=D VIEWE-E�
(1/1 8
VIEW MEAD 8 SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
OSASH
17
STOP COVER
_FRAME CORNER CONSTRUCTION
0`'0
#4053,60633T5
.678
2.326-----1
I 1.090
GLAZING BEAD, 5/16"
.06�11
1
41
#4039B, 8063-T5
.062
L, 979
31
SASH SIDE RAIL
#4008. 60fi3-TS
I1
26
SASH BOTTOM RAIL(Low)
#4007, 6063�T5
.050+
878
68 SASH BOTTOM RAIL (HIGH)
#4051 A, 6063-T5
CERT.oFAUMR
667--I
O GLAZING BEAD 7/16"
#422Y, 6063-T5
.078
050—�WI
1.115- 1 -T
45 GLAZING BEAD, 7116"
9985C, 6063-TS
(USED W/ GRILL KIT)
1,096—It
42 GLAZING BEAD, 5/16"
#40445, BDO&T5
(US�jED W/ GRILL 10T)
.683 .050
7 11
�.�aONNry/ Y LY�.,
No. 58705 'p
0 :lit 76��7
O . sAiso � ��• �
svO�r1C?.
FL P.E.# SWOS
ANCHORAGE NOTES:
ANCHOR.
QUANTITIES
FOR
111 FLANGED
WINDOWS
TABLE 5.
• 1. ANCHORTYPES: 1- ORp1.2
_ - _
'WINDOW
GHT
•' ,.
>:, -.
..,
SOB$TRLIITE
" t
' 28603,
4
..
��r'34:603.40.6031
<"4fi:603
'--�62;603
58.603
6460375400
_
SCREWS INTO METALNS
2-1/4 ELCO SS4 CRETE-FLEX'
ANCHOId TYPE;I
3 #125CREWS
2,
MI ENSION$BAS6D ON THE.` -
N
f�U
Z
N:O
p U
Zmp
1, O
w
".fJ»
N.Z
,.O
U
1Z00
O
N
U
j"Z
r0
U
ZmoN,Z
y- O
i •f
ay 9
V
,; O
I U'U
Z�02f'Zm
r U
O
i1 U
I U
'' V
Ory
0.,
VU
Z,_Z1'LVZ
U,
U
N O
U
>' U
U
zm.00.NZ
O
a
U.
UO
oz.
V -
'WINDOW
Cfp
GLASS
F
pp
U
U
`U+U•
`U
V
S
3
-
OLLOWIINANCHOR,UGD
WIDTH
TWE
$
HEAD -18112" MAX, FROM TOP CORNERS
JAMBS- 1712"MAX. FROMTOP CORNERS
C,
1
1
1
1
1
1
1
1
1.
1
1
1
1
5,
1 ..
1
1
1
__._
1
1
_.- -
?_
,E,F,G, _...
12
4..
1;1
1;1
1!2
1 1
1 2
2,2
..
1'2
2,2
2j2
2 2
21-'
2 2
2 2
22
2 2
2,2
2 3
212
3;3
15"MAX. FROM BOTTOM CORNERS
"MTG.
L
19.12
RAIL
1
1
t2l
1
1
SILL -ANCHORS NOT REQUIRED
M_
2
.....I';'0
212
2 2
2,2
2 2
2 2
2
2:z
212
2 2
2 322
3312
2 2
112
2
1
i
1
1'
1
1
1
1
1
3. INSTALL PER THE ADJACENT TABLE ANCHOR
CRITERIA OF
1
1
1
1
G
1
1
1
1
1
1
1
1
1
212
22
_..
231212
22
_,.
2's
212233;3223,3
.. _..
QUANTITIES USING THE DIMENSIONAL
NOTE 2.
H,I,JKL
12111121�21.�',21i22121222222?22
T2
24.000
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
1
1
1'
1
1
1
1
1
1
qB,M
1,2
1,1
1;2
1, 2
112
L12
2,2
1`2
2'2
2 2
212
212
2;2
2 2
2 2
2I3
2 2
2 2
2';3
212�2
3
3 3
212
313
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1- LESS.
1
1
1
1-
1
1
t
t
1__
2
1_
1
1
2
1
"
j .
Cp'E G
'. H;I,J K,L
1
1L2-1'ILL;2
1
1_
2,22.'3
1
;
:1
'1;2
eL2
23,+1'
2
2 3
'1.�'LL2
j13
7`3
2 [
2 ..,
J13.2
1
J 3
_2
JrA�
3xz
3 3
34
3 3
41a1
.S. D�SIQNPRe'6�ulM LIMITATIONS:
32000'
-
1
1
1
1
7
1
1
1
1
1 "'1
1
1 --
i
1
SIZEaLOCKS OF THE ADJACENT TABLE WITHA
qB,M
t
_
1
,_
1
1
..,._.._
1
1
1
__..
1
1
._
_.
__.
_. __..
_.__
,..
.__._.
,_.
,_.
BOLO ITALICIZED VALUE ABOVE THEM,INDICATEA
1 2
1;2
2 2
213
1�2
212
2:3
112
2 3
2i3
2 2
2,3
2,3
212
2 3
31�3
2�2
313
3'14
3 2
3,3
3j4
3i3
4`4
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
1
1
2
1
1
2
2
1
2
2
1
2
2
1
2
2
1
2
C,D,E F G,
H,IJ K,L
i `�2
1
2 2
1
213
1t,2
2 3
__
2�3
_
2'2
212
2 3
T, ..._
2;3
2 3
213
3 4
..._._
2 3
1
3,3
4
3iqeM
_
3 3
3T 4
_5MAXIMUM
315
3 3
4;4
DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE ISAVAILABLE.
37.0002
B. SEE NOTE 4, SHEET II FOR METAL SUBSTRATE
REQUIREMENTS.
12
2'2
t
1.2
1
2,2
1
2 3
1
1:2
1
2 3
2
•
213
1
212
1
212
2
213
2
2,3
1
2 3
2
2 3
2
3 42
1
3
2
313
2
3";4
1
3 3
2
3;4
2
35
1
33
2
4i4
T32
D,E,F,G,
C.40.000
�
2
2
2
2
2
2
2
2
2
2
2
2
2 _
2
2
2
_
2
2
2PSF
H,IJ,K,L
2 2
1.2
2j2
2;3
2 2
2 3
213
22
I
2 3
213
2'.4
2 3
3 3
314
213
3i4
3i5
3 3
8s4
4!5313
4'4
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
ABM
2 2
-112
1'.2
2 2
213
2 2
-213
2 3
2 2
2,3
213
2'4
2 31313
314.2
3
lIA
3'15
3 3131114
4i5
313
4:4
TABLE KEY: -
MAX. PSF
fDP LINTTED) T18
HEAD 2
PSF
79
C,D,E,F,G,
H,I,J,K,L
2
2 222
2
2 _
2'2
2 2 2
21i3 2 2 2L3
2
_.
2,3
2
2 2
2 __._..__
31,3
2
214
2
23
2
3�3
.2
34
2
23
2
31';3
2
-.
3'i4
2
_
213
2 _
3,4
2
3j5
2
3 $
2
_
3'4
2
._-_.._._
45
2
3;4
_2_
4j5
44.000
JAMB ABOVE 2 3
qBM
'
2
212;222Qi31271232'32?°'?42333,
z
z
2 z z
z 2 2
2 2
2_
z 2 2
34? c330;,42313
z
2
2
aI-S33344534451
2 2 2
2 z z
a,.
MTG.R0.L,
FROM=ASYt54D
- _..•
.�L..i'C'
•r"_.—••�
�
l-
.•
OMTG.
,_..
PSF
79
79
.:'=t
RAIL " t° ` Ca°° O430.Og
tro1*b ,w„Dxa48.000
DP)In2
C,D,E,F,G,
HJ,J,K,L2
2
2
2
2 2
2
2 2
2_
2 3
.-2
2 2
2
213
2-
3.4
2
2 3
2
J 33A
2
.2
2 3
2.
3%
.2.2
3;4
2 3
2
314
r3i
2 2_.
3 3 314
3_
35
2
3 3
2_3-.
4�5
46
2
3 4
2
5'IS(FULL
HEAD 2qB,M
2
2
2
2
2
2
2
2
22
2
2
2
2
2 2
3
22
3
2
2
2 2
2i2
2 2
2f3
2 2
2!3
314
2 3313
314
213
3"4
314
2 3
314
313 3;4
3 5
313
4 5
4,6
3;4
515
JAMB ABOVE 2'3
111 1�1
MTG. RAIL �.ONY ... .. .,.
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
3
-.
2 _
3-
JAMB BELOW �11 �%CEN3F
53.125
H.LJ,K,L
2 2
,..
2:2222
32223
3:42
3
3T4
3142.313
434
3 3
3i4
3;53
3
4.4
4. 6
3 4
4.5
4 6
3 r4
56
MTG. RAIL
SEE TABLE 1 FOR No. 58I05
°*
2
2
2
2
2
2
2-2
2
2
2
2
3
2
2
3
2
2,
3
2
2
3
2
3
qe,M
2222222322233'�423343�42�N3v
4E
FULL DP =�:•C(
=pOT ` STATE
•
G�s14111�Ne3343'531344A4N5334'546344J
H3
ceBT oa nulH. nszss
w1i
.wo. '
- m, •.
CHORALE SPACING, 1/1 WINDOWS
'ss/ONA1 E�G`�
A. LV(4NRy1��fl\P.�.
FL P.E.# 58705
ALUM. SINGLE HUNG WINDOW, IMPACT
.�:.
JR
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G
NO CNANGE3TN139HEET.
sruem:
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ar
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,�
6''a 11
a�+or
._. 404,
r
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m.
a
ma ; , _ _ -
FK'
7la&DS
J.J.
BM7 I
ANCHORAGE NOTES:
.1 ANCHOR TYPES: I - IA�ELCO ULTRACONS ORIl
ANCHOR
IES
STANDARDVIE
AND
RADIUS TOP
FLANGED
WINDOWS.
TABLE 6.,
WINDOWHEIGHT
tO
..... .... SCREWS INTO METAL
UBS
E'
44:69
.65
E.CdStICRETEFLEX,�.',
2-1141, L
3-#125CREWS
lI
U l6HO
CHOI,
ON3
77"o
0 &�:z "z
��,o o
0
2 LOCATIONS ARE BASED ONLTHE --'i,
FOULOWNGIDIMENSIOl
W V�
GLASS
WIDTH
TYPE
HEAD - 18 112- MAX. FROM TOP CORNERS
Tl FG
H,I.J,K,L
2-2 2 1 2
-2 -2 2,2
2 2
-
2
2,2 2'2
2l2 2�2
3; 2 2 2 3l2
3 3: 2
JAMES - 17 1/2'MAX. FROM TOP CORNERS
15 - MAX. FROM BOTTOM CORNERS
19.125
—
1
1
2�2 2
1 1
1 1
1 1 1
1
6- MAX. BELOW MTG. RAIL
A.B,M
1
212 2 212
1 1
Y 1
i12 1�2
212.
2! 2
2 2
2-2 9 9
9,9 9'2 212
3-2 212 3 2
3 3�2
SILL -ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
PS
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
C,D,E.F,G,
H,lAK,L
I
1
I 1
2
7
2�2
212
2'2
2.
2�2
3
3%
512
3'12
312
2: i
3, 2
000
NOTE 2,
L4
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
A,B.M
I
2�2
2i2
2�
2
2�2
212
i'i
121213'2
3'd2l:213i2131212
213'2
3i2
FLANGEDWINDOWS. INTEGRAL FIN DIMENSIONS
AREI"UESS.
LIMITATIONS.-
uaamopiiiOF-THE
ssF
69'
1
77
I A-�
'
32.000
HJl
1:1
Eil
2�2 2 2 2i2
23 2 2 212
2i'2 313
3;2
3.3
3l312.2
3
3
4
4�3
3,2
4' 3
Tk BL&WITHA
BOLD ITALICIZED VALUADJACENT
'A'S6VE THEM, INDICATE A
1
1
1 1 1
1 1
2 1 1
2
_j
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
A,B,M
lil
i'� i
-M
i�i 2 _2 2::
-�-i 2 2
2, 2;
211 2�ii 3�3
131i
3 3 _2
T
31
3�3
1 1
3 3
4,3
3 ii
jijl3�214�3
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND 'LASS TYPE IS AVAILABLE.
PSF
59
1
67
Tw9-
•
CQ,E F
HlI.J:K
1
1
1
2
i[2:
1
1
2
i13
1
2
2
Y13
3�, 3
1
iI-2
2
3!c3
3T,3
3:3
4;3
3'3
3 2
33
2
43
1
3i _2
2
3
2
1
3 2
2 _3
4'
6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
37.000
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
�-
1
2
2
1
2
A,B.,
;11
1 1
E2�
2-1-2
2T2-
-2 -3
2l2
2� ^3
313
21-2
3,3
3�3
3 31
413
3 3
3 1 I
3!
4,3
312
Z3
4T41
312
4
PSF
54
79
ow
79
-
2;
2
2
2
T 2
2
—
2
2
2
2
40.000
D,D E F G.
H-J L
2
2
2
1
2
2 2
2
v
2
2 .2
2
213
2
3
3[3
3-3122[3,
1-3
7%T
-.�Jil314T
4L4
33
4l3
4
1131A
- -
- -
I
TABLE KEY:
AB,M
2
2
2
2
2
2
2
3, i
2
3
2
2
ir3
4-
�3
2
-
4 21
2
-3 l 313�i
2
1 "3
2
1
4 4
2
3
2
4 _3
�
�13
2�2
3
5
MAX PSF
1 1
1 1
1 1
2 2
i:2
2 2
2, 3
2 2F
3 3
3
2121
13
I (DP LI TED)F1_17
PSF
49
79
56
79
79
—
HEAD3
C,l
H.IAKX
2
-1
I-
2
El
2
ILI
2
E2
_2 2
2
2 2
--F
2
3Tij
-27-2-
2i -21
3-�
�2 2
3 4 :213
2 f
13
4 ["T
f
31 'i
3113
�4
2 2
3!3 4�3
2
dlf4
3 3
2
4..3
2 2
4 14 3.3
2
413
2
�t4
2
2
534
ABOVE
JAMB AS E 3
44.000
%;
RAIL
j I=LO IN
ollddi.,l.
MTG. l A,u,�- I
t '11 "Al
—
2
2
aill
-
2
-1F1
7
11-2-2
if3�2
2
2
Yr
3
-22]
Y
2�,
h7l S
2 2
-2 2
YA�"Sii;3
2
- 2
P.
4741
2 _2
33 14 3
2
4'-�' 4
1'
4--3
z- 2
"1 4 3: 314
2,
i3
2
'414
2 2
331-5 4
PSF
45
74
51
74
79
79
-2
2
2
3
2
2
C,D,E,F.G,
2
2
2
2
2
-3-3
�27�
1
4
4
6
4 3
1514
FULL DP
48.000
H.1,J,K,L
El
�E
11
T
111
2 2
212
2 2
3 3
Z2
4
3 3
4
3�3
4 4
�2=
3%
4%
4'11
A
n111'11 14-11-
2
2
2
2
2
2
2
3
2
2
AB,M
2
2
1
2
2 2
2
2': 2
2
2 2
2
--31
12
i
2
3-313141313
2
3 il -
4 4
-3
4 4
4 4131314%
-
-
4%
4%j
1
54
�1�
4 _3
5 4
— "Ill.. I'll,
RAIL O�OkV LYNA,
41SF
PSF
41
67
46
67
76
79
,
—2
—3
2
2
3
2
3
3
2
3
3
2
3
L53125
C,D,E,F,G,
H.Il
2
ET
2
=1i
1[1
2
2 2
2
2�2
2
2 2
-
3T3
3,
1
44
I'll
-
44
-
4 4
- I -
3 3
I
4 4
,
4
3 3
4
5 5
4l3
5 4
515
Vl FAIL N.. 58705 s
SEE TABLE 2 FOR
2 2
3 2 3
3
AA,M
2
2
2
2 2 1 2
j r2 F2
3 2 2
-3 53 33 3
1 2 3
4:4 313 4 �
3
4.4 31 411
4 j! ZI 4.
1 Pi -- 4-q S 4
5�4
FULL DP
..'
1
VT/
1
1 1
2 2 2
.1
—
- u .. ST 5 / T. zc�
1111�GMO�-YD
N.VENM.mws
SPACING, STANDARD
VIEW I c mi
ALUM. SINGLE
HUNG WINDOW,
C eRaarnum.elnes
TLANCHORAGE
IMPACT A. y LEA,RE
FL P.5.# 58705
JR"i
Mov,
7
�G
W
CHiVIGES
MIS
shwr.
mrs
9,
l
24.000
--K,L
1
32.000
D, E,
K.F,J,
L
1
37000
PSF
O, E,F,J,
K,L
1
1
40.000
PSF
D.E,F.J,I
K,L
i 1
44.00D
D,E,F,J,
K,L
;
I I
4B.OD0
PSFI
7
D,E.F.J.
K,L
53.125
PS F
7
D,E,F,J.
K,L
-.+WINDOW HEIGHT
MINUS SASH
HEIGHT,FROM•TABLE.B.
;.,,.
-
-1. ANCHORTYPES:1,--A-,,ELCOULTRACONS.OR#12
SCREWS INTO METAL '
2 114 ELCO SS4 CRETE FLEX
i, t 3 p12 SCREWS -
>
-
22WS
t
28211
33:754
39,296
44'.839 1
50.382
5$525
❑
U_-EU
❑
10
Z.
U
ZM
t ❑
;'U
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N'Z
O
ak
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rT9'O
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2�P,NCjiOR LOCATIONS ARE BASED ON THE FOLLOWIING
11
3
�U,:
U
3
hU
,U
: V
U
3'+:U
U
�U
•y�U
S
"-U
U
3
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„U,-,
DIMENSIONS •:--
.'-HEAD 17129MAX. FROM •,-
' ."•'. "`^"x ,G.
1
1
1
"7 ,,-7"
'1
T..'1
.T ..
1•"
1
1
'1•..
'9'
1
'-1
.7
1
Y
''1
1
2
2
2
2
2
2
2
2
2
P
1 2
x�
9
3
2
3
3
2
3
3
3
3
S'
TOP CORNERS'
JAMBS-1712"MAX. FROVETHEM MEETING
1112" MAX. ABOVE THE MEETING RAIL
6" MAX, BELOW MTG. RAIL
1
i
1
1
1
1
1
T
1
'I
1
1
1
7
1
1
1
4
2
1
2
2
2
2
2
2
2
1 3
1 3
2
3
3
2
3
_
3
3
2
3
3
4
IF MAX. FROM BOTTOM CORNERS
SILL- ANCHORS NOT REQUIRED
1
1
1
2
1
1
2I
1
1
1.
1
1
1
1
1
1
1
1
1
1
1
e,
13
4
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
2
2
2
3
2
3 I
3
3
3
3
2
3
4
3
4
5
3
5
VIEW WINDOWS FROM TABLES 7. AND 8. USING THE
DIMENSIONAL CRITERIA OF NOTE 2, USE TABLE 7. FOR
ABOVE THE MEETING RAIL NO TABLE 8. FOR BELOW.
79
2
1
2
2
1
2
2
1
2
2 1
28"MIN.TO38'
2
1
2
2
I
2
2 1
2
2
2
2
3
2
3
3
3
3 3
3
4
3
4
4
4
J
- 4
5
4. AVAILABLE SASH HEIGHTS FOR CUSTOMMEW
MAX.
J TABLE WIDTH AND WIHEIGHT DIMENSION ARE FOR
FLANGED WINDOWS INTEGRAL FIN DIMENSIONS ARE
i 1- LESS.
a DESIGN PRESSURE LIMITATIONS: •,.
SIZE BLOCKS OETHEADJP.CENT TABLE WITH A BOLD
: -,
79
2
2
-`2•
79
2
2 2
3' 3
79
2
_
2 2 I 2`
-3 4
2 2 2
4 1
_
1` —� 2 2
3 1 5
i
2 2 >
a 1 4 5
Ym'T T�
1 2 2 2
5 4 h
2'
2,
79
77
%9
79
'r-'v. ..
.._�__
'79--.
•.,
I---'
`G'_
4.-:_..-.
2
2
2
2
2
2
3
2
3
2
3
2 2
4 4
2
4
2 2 2
4 3 5
2 2 2
4 3 5
2 _2 r2
5 4 5
2 2 2
5 4 6
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
HORS
DESIGN IN BOLD. E WITHOTHER I THE QUANTITY THE MAXIMUM DESIGN
SHOWN R BOLO. 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. PSF2 SEE TABLE 3 FOR
(DPLMTED) 112 FULLDP
2
79
79
73
76
2
2
3
2
2
3
2
3
'3
`4 .
2
4
2
22
5
4
2
55
3
2 ..
4
2
_
6
3
5
2
4
2
__
66
3
2
5
2
6
2
4
71
T22
74
66
77
69
69
3
3
2
3
2
-3
2
4
4
5
4
5
3
6
2
5
7
3
6
2
5
3
.-._
7
3
6
2
5
3_
7
3
_—-
4
6
•
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLES,
SASH HEIGHT
SUBSTRATE.
12.776
15.776
18.776
21.778
24.778
27.776
30.776
31.105
ANCHOR TYPE.
❑
at O
ry p
S
o
=
^' 0
0
o
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O
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ry p
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ry P N O
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O
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WINDOW
WIDTH
19.125
2-
T
l-- 1=
y:
!
2_
2 t2
2
1
2
._ 2
1 =
2 2 2
2' 2
2 2
2 1 2.
2
2
.9�.
2 2
2
2 2
1 t-
2
2'
2
3
2
2
2
2
32.000"
2
1
'2
2
2
2
3 "'
2 �'
2
3 2 3
3 2
3
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"2° '3•
�$ 2
12
3
4
2
3
79
37.000
2 F 1 2
2
2 1 2
i 3 1 2 1 3
3 1 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
3 3 3
4 3 3
4 3 4
4 3 4
68
78
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
83
72
79
- 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
68
66
72
53.125
2
2 2
2
2
2
3
3 3
4 3 4
4 3 4
5 1 3 1 4
5 1 3 1 5
1 5 1 3 5
HEAD 2_
JAMB ABOVE 2
MTG. RAIL
FULL OP
HEAD
_2
JAMBABOVE 4
MTG. RAIL -.
PRODUCTREVISED
-Mpvg wA 0„ Frwida
n"Ivi: wl'-063t)za
`TABLE 8.'KEY.-'"
..
MAX. PSF
(DP LIMITED) 112
F vIre' Dxe ,3�21
JANB BELOW 2
By
MTG. RNL
nr� Daae "R
(FULL DP)
��;i'�IGENSg'•. C(�%:
JANE BELOW 2
X'% •FP a
MTG. RAIL
C * No. 58705 •; *-,.
SEE TABLE3 FOR
FULLDP
- ni� c �I� •�`
TJ •. 0'`
'
—
' ALUM. SINGLE HUNG WINDOW, IMPACT
yaew: - ar, meore. A.
sM00 .� f+TS =10 r !1 I 4040.20 -� G
load aao-tsoo
sae
JR
0S 17
G
NO CILWGES THIS SHEE7.
CERT. of AUTH. nsezoe
—'
w.."sr.-m
FK
1/19i16
n
�P JJ
u.•.: --
123•Dl,+ —.•
.. _ •_ t -' uw::
ExmKJN,, WltKKJMI ) 1 ROR CONCRETE'APPUCATIONS.IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
j1 13/4"IMNADGE h WOOPANCL10jt it Y„APPROVEUl/4:-ECdOLiLTRACON5.ORr1/4"SS4'CRETEFLFX.>MINIMUM DISTANCE FROM
x'.q a ^ ALL HE'AO ANQ5ILL DETAILS)
1 ,I 'i ,(ULTRACONANCHbR) t .,F ( > - 1 t w ($EENQTE'2&J)
ONCRETE ANCHO r~4TI' p.+ AjJCHORTO'CONCRETEEDGE'IG6CI VANDCTRAQONSINTOCONC.,212 ED FOR. 't
_ + n 2.1/2"JAIN EDGE '.I R"'- 2x W00D 041CK �J ' -++ ULTRRbON$ANO CRETEFLE%INTO CM�I ANDCRETEFLE%INTO CONQ I
I,1v E11 �I a Y�-K(CRETEFLE%:ADICNOR) ,q (EE NQTE1163f -y;F� (S1=E NO7E 3) £ 1 MIN`EDGEIr2 FORWbOD'APP06P,'OONSINMIAMrl)ADECpUNTY �y1 E#12STEEL`SCREWS (G5)' 1
+;� $S4bRETE�F6EXFOE(DETAILS$&O OR 61`31O.X2-1/2"COMMON NAILS(FI657 NL CM
{., yF 31 x.,.;�.,-..�•q 3.35 KSI MIN-( 1 -i. :" ''f F'?+t't:°•'s'S-07`L(BE))BdFENNYSS'71NC'GOA'YED COMMbNIJNILS; TNPE-I, ST•YLE)0-FINMOUN}ED t 1
CONCRETE _*.. ! a , t a
1 314 MIN. h ONLY (SE DETAILS E. F AND G THIS SHE
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
OPTIONAL Ix ••I' n .13,8' TOTAL THICKNESS IS LESS THAN I I/2% lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
WOOD BUCK �� •• _ '� �- MIN. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
(SEE NOTE 3) 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
1/y. 11d„ ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
MAX MAX 4. FOR ATTACH NEW TO ALUMINUM, THE ALUMINUM SHALL BE A MI NIMUM STRENGTH OF
.SHIM - SHIM 6063-15 AND A MINIMUM OF//B"THICK. FOR ATTACHME W TO STEEL OR STEEL STUDS,
DETAILA DETAIL B THE MATERIAL SHALL BE A M INIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045"
THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
TYPICAL FLANGED HEAD ANCHORAGE. SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
1Jl4" MIN. EDGE (ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE AN12 SHEET METAL SCREW WITH FULL
1-1/4" MIN. EDGE E(CMU) CO ENGAf•EMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN
MIN EDGE (ULTJCRETEFLC.(INTO CMU & I n ' % WO.. P ) PRFSSJRES AND ANCHORAGE SPACING FOR U TRACONS MAYBE USED
'r L 11N �dIN;ECC ry (COIN j,. -+-� 4 el" vryy 1f Tt N. - T 1 ANCHORS'ARE'NOT REQUIRED AT,'.NBbIL-OF fLANGED UNITS., ^
---• 1 1 MAX'16HIM. '•. -:,' J Y3h -'I IFI THEAOANCROR-. WHERE REQUIRED, MU3l'HFVC-# 2TRIMFIT HEADS� " - '•„ `
MIN. 7.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME IWO
SHIM-�{ FFF...---OI CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
_ CONCRETE ANCHOR, I 1" MIN.EDGE FLORIDA BUILDING CODE.
FH BELOW MEETING
I• 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)
lx BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C_ DETAIL D v
TYPICAL FLANGED JAMB ANCHORAGE
1/4 518" MIN EDGE
21/2 EMBEDMENT. E 1/4"
SHIM WOOD FRAME MA%
• � W000 FRAME SHIM
PRODUCT REVISED �..
. iRn '�K. ds. s..: .,I ✓F';; x...-n 1 v3 F .. 5::.(rt
WY1^6 .S1MFI0 i6 wuW.
�*^^
` - x21/2"NAIL.
2-12"EM EDMEW AT CORNERS 4 m1°N°°Na) -0 0.01I
.131"DIA. MIN. AND 5"O.C.XtO"0"�` 9n2I
x2l/2"NAIL, I U' WOOD FRAME gy
AT CORNERS Mis^`lod°
AND 5" O.C. 5M" MIN. EDGE
.131" DIA. MIN. G I 1 x 0IJY N/p� xr
114. x2la' NAIL. 4 :` a,...... ...
MAX. AT CORNERS t1�:' V10ENyE '
SHIM AND 5"O.C. 242"EMBEDMENT
DETAIL F (HEP,D) DETAIL E. (JAMB) DETAIL G, (SILL) No. 567D5 =
*_
TYPICAL INTEGRAL FIN ANCHORAGE -0 '
�pT •. STq EOF
1WOlECXNOLOGORNE °` .<
N, vEHlcs.awas ANCHORAGE DETAILS 'gFyl'•�DRIDN,.�G��?p`
ro.11,00.Isoo
num. aszse ALUM. SINGLE,,UNG WINDOW, IMPACT i77jVIAL'`Ip�`
JR� 06.1Mt11 .O REVISED TO f441011 NEWY01]FSCANCHORAOE. .,. v.�,.,ae. er. w A. LFLP.E.#58 P.E.
m.e m.,°x.
< n PiT sRiao NTS `71 a 11 ,404610 G FLP.E.#58705 _ -
MIAMI•DADE
0
DEPARTMENT OF REGULATORYAND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
MiAM1-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315.2590 F (786) 315-2599
www.m iam idad e.eovieconom V
SCOPE:
This NOA is being issued under the applicable rules and regulation; governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
Tti;sfLNQA shall not be valid after the expiration date stated below.iThe Miami —Dade County Product
Control• Section (In Miami —Dada, County) and/or the AHJ (in areas other than Miami —Dade County) reserve
�he�,n�6t to have this product pr material tested for quality assurance purposes. If this product or material
fails,to:perform in the accepted [Wanner, the manufacturer will incur the, expense of such testing and the AHJ
[4 iT .t .
nay,,tmmediately revoke, modify or suspend the use of such producE or material within their jurisdiction.
RK reserves the right to in
this acceptance, if it is determined by Miami —Dade County Product Control
+; ; s;,
Stectton. that this product or material fails to meet the requirements of the applicable building code.
Th'i's product is approved as to
nd has been designed to comply with the Florida Biding
Code including the Hig elocity H lcane t .
DESCRIPTION: Series W-20ll720/820” AI mum Fixed Window - L.M.I.
r:
APRROVAL DOCUMENT: ra t o.-720-820.1, titled "F xgd Window Installation Guidelines",
kheets l through 11 of 11, datee 04/12/13, with revision C dated 06/06/37, prepared by manufacturer, signed
andysealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade Coi;my Product Control Revision stamp
vJitli.the Notice of Acceptance n�raberLadexniration date by the Miami -Dade CounTy Product Control
/ � t-.1
dPACT RAT C;: Large and Small Missi Impact Resistant
Each unit shall a ermanent la ith the manufacturer's name or Iogo, city, state,
and following statement: "ami-
Mtade County Product Control Approved", unless otherwise
'AL of this NOA shall be considered after a renewal application has been filed and there has been
in the applicable buihling code negatively affecting the performance of this product.
vATION of this NOA Will occur after the expiration date or iF there has been a revision or change
terials, use, -and/or manufacture of the product or process. Misuse of this NOA as an endorsement
oduct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
with any,section of thisfNOA shall be cause for termination and`removal of NOA.
I'ISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
by the expiration date`may be displayed in advertising literati'iie. If any portion of the NOA is
, then it shall be done i its entirety. it
TION: A copy of thin entire NOA shall be provided to the user by the manufacturer or its
rs and shall be availA'oto,for inspection at the job site at the request of the Building Official.
revises NOA# 16-0629.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
rproval document mentioned above.
fitted documentation ldas reviewed by Jorge 1VL Plasencia, P.E.
a
/ 7 NOA o. -
DECOUNTY / i ,G, +Expiration Date: February 19 2019
hv/d t (i7 .I Approva i�t?iT�
(, Page 1
,P61V16dustries, Inc. ;
NOTICE OEACCEPTANCE: EVEDEN&,SUBMITTED
A='''''' DRAWINGS
Manufacturer's die drawings and sections.
(Submitted underNOA No. 03-1105.01)
2. Drawing No. NEED-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
s, :'T ,
through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
$" ,'�?TESTS
7• Test reports on:; l) Uniform Static Air Pressure Test,'Loading per FBC, TAS 202-94.
�2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per,FBC, TAS 203-94
as along with marked -up drawings and installation diagram of a PVC sliding glass door,
{ a PVC fixed window and an aluminum sliding lass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer® NXT rm spacer system and XL
EdgeTm spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted unr+-er previous NOA No.16-0629.14)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
`i 2) Uniform Static Air Pressure Test. Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, "[AS 202-94
4) Large Missile Impact Test per F13C, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
'6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
3. Test reports on:':l) 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
Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading pe ?FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum filed
window, prepared by Fenestration Testing Laboratory; Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.0-7)
.'- Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 17-0614.11
1 :$xpiration Date: February 19, 2019
t? Approval Date: October12,2017
E-1 ;l
PG Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51"
Edition (2014) and FBC-6te Edition (2017), dated 09/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn P/tiller, P.E.
2. .. Glazing complies with ASTM E1300-09
D.. _ QUALITY ASSURANCE
Miami -Dade Department of Regulatory and Economic Resources (RER).
E.. ' MATERIAL CERTITWATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kur'aray America, Inc. for their
"Trosifol® Ultr'aclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
C. expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas@'FCeear and White) Glass Interlayer" dated 06/25/15, expiring on
07/04/ 18. '
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeri.. Compression Seal Gaskets, .
Setting Blocks, and Spacers with Option II exc:;1*tions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers--Tension of 1600 PSI.
c) ASTM D3S 513 Test Methods for Rubber Propert-) x Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
1 and Thermollastic Elastomers of 143 lb/ in.
h-
t:
_ - Jorge M. Plasencia, P.E:
_ Pr net Control Unit Supervisor
' NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
E-2
PGT Industries. Inc.
r 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. 164372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez; P.E. a
4. Proposal No. 16-11125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, 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 0-831/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS -
Notice of Acce_itarnce No. 16-0629.14, issued to PGT lndustries for their Series "PW-
- 701/720/820" Aluminum Fixed Window— L.M.L" approved on 08/04/16 and expiring
on 02/19/19.
21
i - 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
'GEAERAL NOTES: SERIES'T20/8201MPACT-RESISTANT:' "
_
1)THI6 PRODUCT HAS BEEN DESIGNEDBTESTEO TO COMPLYWRH.:
THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDINGWE i l
nu 1T nf`m liU0.Rll`.ANR ZONE'MVHZ1.' "- .. 48'TIP-TO-TIPWIDW, f
LT BUCK WIDTH
94-1fa"NSIBLE
LIGHTWIDTH
6'M
B, SHEET 0
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WINOAORNE DEBRIS
TEST
REGIONS. FORINSULATED GLASS INSTALLATIONS APi 3PIN THE
HVHZ. WE CUTBOARD LRE ICJ°) MUSTTEMPEILEU.
ONLY
3) FOR MASONRY APPLICATIONS IN MIAMI DADE COUNTY, USE
NIIAMI-BADECOUN, 'A PROVEOWSONRYAACHORS.MATERIALS
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM COO
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN, KSI PER
ANCHOR TYPE. `
4)ALL WOOD BUCKS LESS WAN 41Q'THICK ARETO RE CONSIDERED
H E}1T6
SHEET6
1% INSTALLATIONS, IX MOD BUCKS ARE OPTIONAL IF UNIT IS
BUI
INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2%
1
HUN
SIC
ARE 1.11T THICK OR GREATER 1%ANU 2%BUOKS (WHEN USFO) SHALL
I—
—
BE DESIGNED TD PROPERLYTRANSFF LOADS TO THE STPLCTURE
�
B211q"
WOOD BUCK DESIGN AND INSTN.LATIFJ :HRRESPONS¢p'Y 12.
V ISLE
OFTHEENGINEER,(SOR)OR ARCHITECTOFPECORDI(AOR). p-�
I
'�,
LIGHT f
/.
HEIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO, USE ANCHORS OF SUFFICIENT EMBEDMENT.
NARROW JOINT SEALANT IS USED ON All FOUR CORNERS OF THE
FRAME. INSTALLATION ANCHORS S@CULD BE SEALED, OVERALL
SEPIINGITLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
'
OF THESE INSTRUCTIONS,
6) MAX. 1W SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE
'—
THE PR000CTISNOT FLUSH TOTHESUBSTRATE. USE SHIMS CAPPBLE
OF TRANSFERRING APPLIED LOADS.WOOD BUCKS, BY OTHERS, MUST
`+B-�{ '�-12"MAK.O.
BE SUFFICIENTLY ANCHORED TO RESISTLOADS IMPOSED ON THEM BY
6'MAX. SHEET6
THE W'NOOW.
P. FLANGED FRAME
T) DESIGN PRESSURES:
ELEV TESTS T)
A. NEGATIVE DESIGN LOADS BASED ON S
L
PER ASRAL/CYCLETEST
PRESSURE, FRAME ANALYSIS AE GLASS PER E100S
B.POSITIVE DESIGN LOADS BASED ON WATER TEST
FIGURE 1:
ANALY ISAND
STRASTME13 LVCLE TEST PRESSURE, FRAME PNALVSISAVD GLASS
PER E130D.
GUIDE TOSHEETS'
C. DESIGN LOADSARE BASSOON ALLOWABLE STRESS DESIGN, ASD.
SIGN
EEVATIONOTES ............._........1
B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO
GA-kDELEVATIONS .IL .. __1
.2-8
RESIST WE WINOLOAOS CORRESPONDING TO THE REQUIRED DESIGN
INPRESSUR .2-5
DESIGN
1MAX,
PRESSURE. THE 330% STRESS INCREASE HAS NOT BEEN USED IN
NSTALIPRESSURES
VSTALLATIGNEQUAJ_ANCE .. .6
MAX,
TIIEDECON OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS-
USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS TRAY
T
1NSTALLATIONANT. FIN
INSTALLA110N; INT FINA 9
I.
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
INSTALLATION,IM FINB_ 9
I(`-L/l
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR
CORNER ASSEMBLY .10
CORROSION RESISTANCE.
EMRUSION PROFILES...........11
6
MA%
REPORTS FTLJ8353850& M12' ELCO
PARTS LIST ..._...-. .... .11
-f a4°BUCK MDm
95-1W VISIBLE
UQHTWCTH
6' MAX
.��D. SHEETi
DESIGN PPESSURE RATING
. . IMPACT RATING
i l "VARIES,
SEF�SHEEM 2•15,
RATED FOR 'LARGE &SMALL
MI$ IIL[�MPACT RESISTANCE
45-114 VMSIBLE
LIGHT WIDTH-.{ �r-
_F.SHEEETTS 2. MAX
HEET 81
C xSHEETT G. SHEET G, SHEET9 I
SHEETT
I r BUCK
L— — - — — - — HE'
GH
VISIBLE
D.C. VI ISLE _ _ / LIGHT
Li
LIGHTHEIGHTHEIGHT 96
'O BUt
O CC'HEIC
6• `+-0-y N- 12"MPX.O C. T N, SHEET
MAX SHEET] 2. MAX. J �" Y^ 5'MAX.00.
TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
ELEVATION (TESTED UNIT) (TESTED UNIT)
12•p, SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK
MAIL AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM WE TABLES ON SHEETS 2-5.
ANCHOR SPACING TO BE V MAX FROM CORNERS AND 12" 0C. MAX FOR ALL CURVES FRAME
MEMBERS SEE FIGURE 1 THIS SHEET.
WIDTH f~ WIDTH -� i"-MDTH--{ F WIDTH
O)REFERENCES.
ULTRADON HOP, ELCO CRSTEFLEX NOA ANSUAF&PA NOS FOR I` --WIDTH F"-'WIDTH -•-I I—MDTH-H F'-WIDTH--I
WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL TABLE I' -- -- -- -, r—
101 THE 720 SERIES USES A PV3 INIERLAYER, THE NO SERIES
USES AN SG INTERIAYER. THE 7M AND NO SERIES MAY ALSO BE
REFERRED AS THE TOI SERIES
COME I STANDARDS USED:
-261] FLORIDA BUILDING CODE (FBC). 6TH EDITION
-2014 FLORIDA BUILDING CODE (FBC), SW 50MION
-ASTM El SODOB
-ANSVAF&PA NM-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2015
-AISI B1001£
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-_
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Part
Description
Material
75
Kommelling SSG TIPS Spacer System
76
Ouartax Super Spacer nXr VAN Hat Melt Butyl
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Materials
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Cardinal )4-Edge Spacer
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