HomeMy WebLinkAboutNOAyr<
`- SCANNED
BY
St. Lucie County
-.:.MIAM9+DADS - MIAMT-DADE COUNTY
p PRODUCT CONTROL SECTION
�pEPARTMENT OF REGULATORY: AND ECONOMIC RESOURCES TER) 11805 SW 26 Street, Room 208
--.BOARD ,AND CODE ADMINISTRATION RATION DIVISION T (786) 315.2590 F (786) 315-2599
N®1ICE OF ACCEPTANCE (NOA) w .miamidade.Qovieconomv
PGT.Industries, Inc.
"1070:Technology Drive
,,Nui-thivenice, F`L 34275 .
.Thls NOA is being issued under the applicable rules and regulations, governing the use of construction
;materials. The documentaiioif ubmitted has been reviewed and accepted by Miami -Dade County RER -
`-Product Control.Sectiod to be: lased in Miami Dade County and other areas where allowed by the Authority
Ilov. Jurisdiction (A1Lr)
1$j-IOA shall -not be valid after the expiration date stated below; The Miami -Dade County Product
Section (In Mlamt Dade County) and/or the AHJ (in areas othir than Miami -Dade County) reserve
heirtg1it to ha %e this pro$ucjpr; material tested for quality assurance purposes: If this product or material-
fad�tpipe form +n the accepte Tanner, the manufacturer will incur the expense of such testing and the AHD
itpmediatei revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER r"eserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Secrioit that this product or material fails to meet the requirements ofthc applicable building code.
This product is approved as de scribed herein, and has been desi ed to comply with the Florida Building
ChB hnciudinatheHi?.h rrtcancLone: `----
dDESCRIPTION: S r u s S13 j00" Aluminum Single Hung Window = L.M.I.
AP }tOVAL DOCU1v1B mwmg o. titled "Alum Single Hung Window, ImpacV, sheets 1
" 1 ' 1prepared b manufacturer, signed and
`tl 'Ouph'l l of 11, date 09/Ot- o, with revision G dated 06/06/17 y gn
sealed y Anthony Lynn Mtlle , P.E., bearing the Miami -Dade County l-roduct Control Revision stamp with
Elie 15ptdce of Arceptancu numpe e�Ivfiy a ounTy Product Control Section.
i.'NfiSSILE IDIPACT;, L-,.;t_Large and Small Missile Impact Rt srstant.
)JA$ELING: Each unit sllati; tlt.ar a permanen uacturer s name or logo, city, state,
ifi`aWseries, and foilowl iQ "shliteeinent "Miami -Dade County Product Control Approved", unless otheru ise
RE PSEVV
., --b
;AL of this NOA sh�lf;lie considered after a renewal"application has been filed and there has been
np change in the applic ble butt ding code negatively affecting the performance of this product.
0 5(
�1Y VIINATION of tlu NgiA yyyill occur after the expiration date or ifthere has been a revision or change
m �t}1e imaterials, use, andLor me :afacture of the product or process Misuse of this NOA as an endorsement
of a{ y product, for sale,, ad,Mrt sing or any other purposes shall auto iiatically terminate this NOA. Failure
ta'cii"mply with any section of'this NOA shall because for termination a: d'removal of NOA.
"VERTISEMENT The`" A number preceded by the words Miami -Dade County, Florida, and
opoty'd by the expirat+on ate' -may be displayed in advertising literature. If any portion of the NOA is
it i� , a d;`•.
rpl5ed, then it shall b doge rhlrts entirety.
TSiICTION: A copy oftfiil3`. entire NOA shall be provided to the user by the manufacturer or its
t�sfrlliutois and shall' be avmla�ti� for inspection at the job site at the request of the Building Official.
Thrs NDA,revises NOA# 16 0114.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
°eA aslapproval document mentioned above.
ihe'submitted documectaitoniiva_ s,reviewed by Manuel Perez, P.E.r,
:5 NOA No.17-0636.08
MUSM4DADE COUNTY . ' ) i l (:
-t EapiraHon Date: March 26, 2021
+ + 2� Approval Date: November 30, 2017
'.
Page I
a
it+45 Spa. - ., .•
1`
i.i
a i'
z
PwT 4ndustries. Inc.
;
r1,-,,,1iDRAWINGS
i u:11. Manufacturer's die drawings and sections.
(Submitted under NOA No. 05-1018.01 and 07-0322.06)
Drawing No 4640-20, titled "Alum. Single Hung Window, Impact", sheets 1 through
4 i 11 of 11, dated 09101105, with revision G dated 06/0,0/17, prepared by manufacturer,
c signed and.sealed by Anfnony Lynn Miller, P.E.
BZ µNESTS.
Test.reporis on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per F8C, 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,
t, a PVC fixed window and. an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system;, Dbraseal® spacer system, Super Spacer® NXTTM spacer system and XI,
EdgeT"' space system at insulated glass, prepared by Fenestration Testing Laboratory,
h Inc., Test Rtepiks No. FTL-8717, FTL-8968 ' 3nd FTL-8970, dated 11116115,
06/07/15 and 66%02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0714.06)
2 Test reports on: 1) Air Infiltration Test, per FBC TAS 202-94
r 1, a r 2) Uniform Static Air Pressure Test Loading per FBC TAS 202-94
�Iqtx r. , ,
3fi v 3) Water Resistance Test, per FBC," fAS 202-94
'. A) Large Missile Impact Test per FBC, TAS 201-94
r 5) Cyclic Wind Pressure Loading pet FBC, TAS 203-94
�. 61 Forced Entry Test, per FBC 24113.2.1, TAS 202-94
f along wnl mailed -up drawings and installation diagram of an aluminum single hung
,3 window, wlt M4-rame, prepared by Fenestration Testing Laboratory, Inc., Test
r Report NoFTL`4957, dated 10/03/06, signed and sealed by Edmundo Lazgaespada
P.E. E?S;:
.r `" ic..X ,�. ar,•yabrNOA No 07--0322 06)
3. Test
i;`r: •
along wit
window,
`
Reportsl
sealed by
1') Air Infiltration Test, per FBC, TAS 202-94
?) Large Missile Impact Test per FEO; TAS 201-94
3) Cyclic Wind Pressure Loading per,FBC, TAS 203-94
ked-up drawings and installation diagram of an aluminum single hung
fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
')'-4958 and. FTL-5063, dated 10/03/06 and 11/21/06, both signed and
t&do Largaespada,P.E.
!er NOA No. 07-0322.06)
E-1
Manuel ere P.E Product Coutro Ex finer
rio,4-0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
PGT Industries, Inc.
10
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
,1
TESTS(coNTmum,
4. Test reports on: -1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No: kr -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
c' is .
r.,
6.
7.
(Submitted underNOA No. 05-1018.01
Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
Y i ' 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'fm frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports N& FTL•-4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively,
both signed'afld sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
Test reports '6n; F) Air Infiltration Test, per FBC, T. eS 202-94
' 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
13) Water Resistance Test, per FBC, TAS 202-94
- ..4) Small Missile Impact Test per FBC, TAS 201-94
3 -5) Cyclic Wind Pressure Loading p(x FBC, TAS 203-94
.6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along vviT..'rharked-up drawings and installation diagram of an aluminum single hung
window, with'ili,frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No!fFTL.4647 and FTL-4650, dated 08/11105, both signed and sealed by
Edinundo f! gsja pads, P.E.
(Submitte4'zi riei NOA No. 05-1018.01)
Test reports 6fi:iA) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
L
Large Missile Impact Test per FBC, TAS 201-94
Cyclic `Hind Pressure Loading per FBC, TAS 203-94
along witli'marked-up drawings and installation diagram of an aluminum single hung
window, with fui frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.'FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively,
both signed'a d sealed by Edmundo Largaespada P.E.
(Submitted `ien'der NOA No. 05-1018.01)
rt
q
'ixi
1 l
Mal el ere P.E.
Product Contr 1 Exa iner
h'
NOA No. 7- 30.08
Expiration Date: March 26, 2021
..'Approval Date: November 30, 2017
u!ri.
E-2 .
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS`';.'
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014) and FBC 6' Edition (2017), dated 06/22/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D: QUALITY ASSURANCE
`'`"z-"° rl Miami-Dad'e,'Department of Regulatory and Economic Resources (RER).
E. MATERIAL CEft-A tICATIONS
1. Notice of Acceptance No: 15-1201.11 issued to Eastman Chemical Company (MA)
for their "Sallex Clear and Color Glass Interlayers" dated 03/17/16, expiring on
05/21/21.
2. Notice of Ache stance No: 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol(eU iiaclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on'OV18/19.
:J5
F. STATEMENTS. "
1 Statement letter,of conformance, complying with FBC 51h Edition (2014) and FBC
61h Edition (2f 17), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony L Miller, P.E.
2. Statement ietiet, of no financial interest, dated June 22, 2017, issued by manufacturer,
signed au'scal :ii by Anthony Lynn Miller, P.E.` '
3. Laboratoy�,t;(ifal iance letter for Test Reports No. FTL-4957, FTL-4958 and FTL-
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
u sealed by Ed z uhao Largaespada, P.E.
:i (Submitted L-Ado"r NOA No. 07-0322.06) i
4. Laboratorycuinpliance letter for Test Reports No. FTL-4646; FTL-4647, FTL- 46,48,
i FTL-4649; F'1L""=4650, and FTL-4723, issued by Fenestration Testing Laboratory,
t' Inc., dated 08110/05, signed and sealed by Edmundo Largaespada, P.E.
1 ' (Winitted iinder NOA No. 05-1018.01)
5. Proposal No16-0125 issued by the Product Control Section, dated March 09, 2016,
signed.by IsRaq Chanda, P.E.
(Submitted,41; r previous NOA No. 16-0714.06) "
G. ETHERS' di t;.
1. Notice of.Ac6.8ptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series
"SH-700" Al�rgnum Single Hung Window - L.M.L,,approved on 08/18/16 and
expiring og 616d/21.
1 trol
r Y.E.
roduct CoE aminer
NOA-0630.08
" ;,;,•:= - Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E - 3
">�ti y
No ,5 t V1iA:
V CIV CIWLIVV IC IIV�rnV �� � �- "
ING OPTI EED TAILS ON SHEET 2) ( sn i.(vX a e
• ,1
C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8- HEAT STRENGTHENED GLASS WITH A
.090" KURARAY TROSIFOL `PVB (BY KURARAY AMERICA, INC.) OR.090" SAFLEX°PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
D. 7116• LAMI CONSISTING OF (2) LITES OF 3116- ANNEALED GLASS WITH A .090' KURARAY TROSIFOL® PVB (BY KURARAY AMERICA INC.)
OR.090' SAFLEX 9 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 71l 6" LAMI CONSISTING OF (1) LITE OF 3116- ANNEALED GLASS AND (1) LITE OF X16' HEAT STRENGTHENED GLASS WITH A
.090'KURARAYTROSIFOL e'PVB(BY KURARAY AMERICA, INC.) OR,090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
F. 7/16• LAMI CONSISTING OF (2) LITES OF W16' HEAT STRENGTHENED GLASS WITH A .090' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.)
OR.090' SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 13116' LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIRSPACE AND 6116" LAM[ CONSISTING OF (2) LITES 01 118" ANNEALED GLASS WITH A
090- KURARAY TROSIFOL °PVB (BY KURARAY AMERICA., INC.) OR.090- SAFLEX° PVB IN (BY EASTMAN CHEMICAL COMP:JJY)
,-,ta •:1ne11.I1-411i IT..nlIfA- TPMPPRPDViIIA9BFAN AIRRPACE'AND 5116' LAMI CONSISTING OF(1)LITE O1F:.1/.81 ANNEALED. GLASS. AND(!) LITE
" o A
{• JAR �U x .�-`S"J :.'C
A INC.1 R"%; } -
J.13/16"1-AM;IW(1)LITE OF 1/8-TEMPERED GLASS, AN AIRSPACE AND 7116-LAMI CONSISTING OF OF W16-ANNEALEDUI SWIInA
.09W KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. 13116' LAMI IG: (1)LITE OF V8" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (1) LITE OF W16" ANNEALED GLASS AND (1) LITE
OF 3116' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOC" PVB (BY KURARAY AMERICA INC.)
OR.090" SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. 13/16' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7116' LAM] CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS
WITH A.090' KURARAYTROSIFOLO VB(BY KURARAY AMERICA. INC.)OR.090'SAFLEX®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
M. 13116- LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIRSPACE AND 5116- LAMI CONSISTING OF (2) LITES OF 1/V ANNEALED GLASS WITH A
.090- KURARAY TROSIFOL *PVB (BY KURARAY AMERICA, INC.) OR .09V SAFLEX` PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
CODES I STANDARDS USED:
�201T FLORIDA BUILDING C00E (FBC). ITN EDITION
�2a14 FLGRIDq BUILDINGCODE {FBC), STH EDITION
_ II '�,#t• -eAPANDS-2015 FORW00000
NSTRUCTION
ALUMIWMDESIGNMANUAL, ADM-2015
SAISISI012
AISC380.-10 -
NOA DRAWING MAP
SHEET
GENERAL NOTES ............. 7
GLAZING DETAILS ............ 2
DESIGN PRESSURES.......3
ELEVATIONS ..................... 4
VERT. SECTIONS ............. 5
HORIZ. SECTIONS ............ 5
PARTS LIST ....................... 6
Mllterlal
Min. FF
I Min. F„
Steel Screw
92 ksi
120 ksl
Elco UltmCora
155 ksl
177 ksl
410 SS Elco CreteFluM
127.4 ksi
189.7 ksl
6063-75Aluminum
16 ks1
22 ksl
A36 Steal
36 ksl
58 kSl
_ksl
Or. 33 Steel Stue
33 ksi
45
2. CONFIGURATIONS: "OX" (111. 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, ASO.
4. ANCHORAGE: THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FORANCHORAGE DETAILS.
S:SHUTTERSAREINOTREOUIRED. "`_ `•" r -"' p " ''"
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL4645, FTL4646, FTL-0647, FTL4648, FTL-0649, FTL4650, FTL-0657, FTL4723, FTL4957, FTL-0958 AND FTLb063.
ANSI/AFBPA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
6: SERIESIMODEL 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 (HVHZ).
10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH.TEMPERED CAPS (G-L)ARE ALLOWED.
PRODUCT ItGVLSFD - �
emNyL,gwiN3a F]orL1A -;ram.. .
Ronales sae (
A ay�ww ?•D D-0$
1?D24
ev
LTrV
Muun De4e Yrodud
\\t1111111
ri +
\,10ENat
* ft 58705 •:
CERc�OFAA M.tl192d5 II I �H, I /lr-vin. v Va��, , rr vreq nn. r"..
�1-1LJ \ \� J, LI®J rr� e••�.»• A. LVNN MILLER, P.E.
rcrLo�s FsmF, 'str7Da NTS 1 s11 4040-20 G Fi. P.E.#58705 '"
Part#
Descsiption
Makrial
71 _
Korllmening 45G TPS Spacer System -
�• I
72
Ouaa&.Super Spacer nXiwah Hot Matt BU yl
See Uis
SheeLbr
1 73
fluaSgaDUTaseal Spacer -,
Matadals
14
CBIdinat*E6ge SpaceFkur ^ ^ ^.
-.. "•
nSS RITE REFERS CE EST REPORTS: FTLeT1],
3 uy
1B' ANNEALED OP. HEAT STRENG ENED GVSS 3116'ANNEALED OR HEAT STRENGTHENED GLASS
090 PVB INTERLAYER 090 PVB INTERLAYER
1/8' ANNEALED OR HEAT STRENGT ENED GJSS 3/16' ANNEALED OR HEAT STRENGTHENED GLASS
5/16' NOM 7116' LAMINATED
5/16" LAMINATED GLASS 8 or 8° 7116 J FdINATED .LASS 83,84 or 85
_ .. _u x NOTE .._
! r 5 F_--. . rc LAMIIG OU90ARD
�•_ _ti •� -: _ �„ T' `� r'. �r 71 'a F%TERIOR INTERIQR� LITESMAYBE
uPIALLBECTIONS) .. .. .UPGRADED TO 3116 .. ..
WITH NO CHANGE IN
p DESIGN PRESSURE.
KURARAYTROSIFOL
12'NOM. PVBINTERLAYER
12' NOM. or
46 GLASS SITE 46 GLASS BITE SAFLE%PVB INTERLAYER BY
lEAhTMAN CHEMICAL COMPANY
38 70 38 70
1B'ANI•IEALEDORHEAT STRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
11W ANNEALED OR HEAT STRENGTHENED GLASS 31It'ANN7116- 1 ANNEALEDORHEAT STRENGTHENED GLASS
5116'LAMINATED - AIRSPACE
-AIRSPACE
118-ANNEALED OR TEMPERED GLASS V8' TEMPERED GLASS
13/16' NOM. 13116' NOM.
13116" LAMI IG GLASS W/ 5/16' LAMI 86,87,88 Dr 92 13116" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91
Auum1wAI
+ _ /_REINFORMMENT DESICCANT
1m.
511G01!f. 6. SONE p H3T &16OMCNNtfi'NO7 - aUTYLL�rt'^.L DESK I ONE SFJU. - yO bl Co61`e She
KODISPACE
]+ 4SG TPS
INLTH
DESICCANT
R GLASSY]
(,/v �-INT. GLASS
SUPER.
T' SPACERONXTa
TT
DURASEAL® T� XL EDGE]'"
SPACER QSPACER
CERT.CFAUM.➢Aa6
s w I F011 1 2- +_ 11 1 4MO-20
* No. M705
�.n'•. STA OF
A LYNN'MILLER, F
FL P.E.# M705
FIN
\RD VIEW & R
ON FLANGED
ISTOM VIEW & RADIUS TOP
USED ON FLANGED WINDOV
WI
WIDTH GLASS TYPE 17
2 4,n-800: I+79¢HITMEETNRAL
o.AaoXO D'+800L800`«60
tS8000 f ,
-�• i 'f^'SASH
TABLE 2.
I
HI.
I , MEETING RAIL
0.0
67r_ . Ali
-
-
TABLE J.
INTEGRAL FIN) O. 1A S
" 5516l16' — ASH
70.0 +70.0 -70.0 HT. MEETING IL � HT.
I
GLASS
TEST REPORTS TABLE 4.
A. 5/16-L.090.1/6"A)
FTL4647, 4648, 4723. 4967
B.5HS)FR4647.4648
C. 511T L,.090,1/8"HSFTL4647,
Ff
4048
D.7/16"L-090, 3/16'A
FTL4645, 4885E.
7116" L.090 3/16'HS)
FTL4646F.
7/16"LS, U90, 3/16"HS) u._._
FTL4846
G. 13/16'•LAMLIG 1181 T, AIR VIV LAMI • (1/6-A,.090,4/8-A) -- -
-
-YS��0 8 4 .• _ ---- -• -
H. 13t16' LAMI IG-1/8' T. AIR SPACE, 5116' IAMI- 118'A..090,1/e'HS)
FP_4648
I. 13/1G' IAMI IG-1/8' T, AIR SPACE, 5/16' LAMI-(1/8'H5,.090.1/e'HS)
F FL4546
J. 13116' LAMI IG-118' T, AIR SPACE, 7/16• LAM] -(W16-A..090, 3/1VA)
FTL4fi49, 4050
K. 13116" LAMI IG -118' T. AIR SPACE, 7/19' LAM]-(3t16A..090, 3/1VHS)
FTL4 19. 4650, 4958
L. 13/16' LAMI IG-1/8' T, AIR SPACE, 7116- LAM]-(3/16'HS..090, 3/16'HS)
FTL4649. 4650
M. 13116" LAMI IG-118"A. AIR SPACE. 5116- LAMI -(1/8-A,.090, 1/8-A)
FTLS
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PR SSURE OF.14. PPSF OR LO R AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DED FLANGED TIP -TO -TIP FRAME DIMENSIONS.
3, AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8'MINIMUM TO 38' MAXIMUM. e�'
4. GLASS TYPES C. G. H, AND I MAY BE USED IN SASH ONLY
5. REFER TO ANCHOR QUANTITY TABLES 5.8 FOR ADDITIONAL DP tom TecxxOmorowve ^"t"`
LIMITATIONS. x.vexice,rts7rrs DESIGN PRESSURES
w.d. CERLOFA9 IM% ALUM. SINGLE HUNG WINDOW, IMPACT
JR 0608"17 G NU CHM'GES TH/S 8H . p.. rru "' orure
-- -�«.c 1 ® sx7ou N75 3".d 11 4040-20 -
[RODUCT REYLi� -
UCENSP i:(�'1
_ # : No.58705
A. LYNN MISER, P.E.
-5318• MAX. FLANGED WIDTH -
8 MAX I.F..WIDTH
--. r
i ta�R FA:r. �I 49516 MAX. FIXED M f f� .o-+•f p1"
J n A L DLO (ALL)(...^t-
i..
( f) ( � r _..r� � ♦ � i 1�.-- k ':r S ..: } .....� 4'If Ta- .s '.
175 M
SEE DLO A F
TABLE 0 j D- 1 HEI' SEEBDLE A D HEI HT STABLE O C HEI HT
` 7 . MAX 76' MAX. I - 76• MAX
F GED Li_ FLANGED L FLANGED
HT iT
- I HEI Ff7 _
116'
MAX i. SEE DLO S E
STABLE X j SASH SEE Till
AB'EO II X �• ND 4 TM+LE X �/ NO
(MAX) _ HEI Hi. i w
nos ,r Y 4e v4•MAx. - .... RADIUS TOP " .. ." ... ..
vENr DLO (Auj ` DETAIL -
DETAIL A VIEW (STANDARD SASH) (STANDARD SASH)
V1
Bw E►)
7S• MAX I
I I.F. IIIIIM
HE IHT
SEE OLD
TABLE O L _
LA AX.
FLANGED
HE] HT
I 20'
EC DLC TA--- X j SASH
"HEIGHT
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 6 C) ARE BASED ON A THREE OVER TWO FORMAT.
1 CMT. HNOLOGYORNE
gn
N.VEMCE.R34M
(8!1)�iBW
CFAT.OF AUIH. _
JR OG,98af1 G �CWWGE37Nf55NEEf. gM_
41
PR ODDCTRBViSW ,
No. 56705
STATE 4C�
S/DNA iIENG�•.
A. LTNN MILLER, P.E.
4 INSIDE
MAX.
FIXED
LITE 7, 8 OR
DAYLIGHT
OPENING
I
2
OUTSIDE
T-
MAX.
VENT
DAYLIGHT
SECTION B-B
(LOW SILL SHOWN)
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE 0
2
27
,:QT Jx
WE ...... a
MAX; VENT DAYLIqHT--OPENIN
I OUTSIDE
INSIDE
50
HIGH
SILL
g�4 j L e LOW
HIGH SILL C4816�OWSIILL HEAD JAMS
I.F. FRAME 2.4710"-
gUTSIDE
53 -T
2.330'
52 (LOW SILL)
JOTEABOVE
ULTRALIFT
ONLY
7, --�MAX FIXEISLITE DAYLIGHT OPENING
_7 --MAX.
WIDTH -1
�,I! - SECTION AA-�,' ��
N. VEN CE, FL MV5
Wl� 4N-IWD
CIHRT.OFW .F19R6
SINGLE HUNG WINDOWW, IMPAC
1-74040-20
BALANCE PARTS USED.�
ON SASH WEIGHT
No. 56705 s
0.
7C)NAL
, "N1
A. LYNN ILLE0
R, P.E.
53
DWGM
DESCRIPTION
PGV
1635
SCREEN'SPLIN'_-.135 DIA HARD _ _
61635K
SCREEN CLOTH,-
61816
r
_
505'
GLAZING CHANNEL(688 X.500)�I
.6533402;:
.1161
#6�X 1000 PH -BUGLE TEK706X7
A
-
GLAZINGTAPE14/16 X12.7116 LAMI
` 528V1510
'68
-4051A'
4
SASHBOTTAV8[LfHIGHSILLL)
" 64051
69
4050A
FLANGE FRAME SILL (HIGH SILL)
64050
70
SILICONE,DOW791,899,9950RGE]700
80
A GLASS.
5/16" LAM, (118"A.090 PVB.118"A)
81
B. GLASS.
5/16' LAM.(IM-A.090 PVIMITHS)
82
C. GLASS,
5/16" LAM, (1/8'HS,.090 FVB.1/8"HS
83
D. GLASS,
7/16" LAM, (W16%.090 PVB.3116'00
84
E. C(.'L93..
7116LPAN, (3/16 A.090 PVB.3116-HS)
:5
F^'ACS.7!ifi'LARO.
(3f1fi'HS,090 PVB,3/16"HS) -
86
G.GLASS;1311ti'LAWG;1/8'T,MR
SPACE, 5/16"LAM. (1/8"A.090 PVS.118'A)
"07>
H.GLASS,13/18°L'AMIIG;IIB'7.
AIR SPPCE; S/16WANII.0/8'A.090 PVB,118"HS)
I88"
f GLASS' 13116 LAM IC. VVT.NK SPACE S/10" LAIA 05 HS, 090 PVB,1R N6)' •
' 8D
bLA 510/!6 LAM�IG 1!8'I,NRSPPCU,%/1G" LAA(311 8'A.090PV13,3/16"A
" 90
K GLASS 13/i 6''CM#11GyJe'T MP SPACE 9/16" LAM, (3/16"A.090 PVB,3/18'HS)
r91
IL. GLASS, 13/18" LAMI IG; 1ID"T, NR SPACE, 7/i 6" LAMI, (3/16"HS,.090 PVS,3/16"MS)
92
MGLASS 13118"LAM IG'1/8"AMR SPACE 5/16"LAMI(1/8"A.090 PVB,1M"A)
�2.]84_�
U62
1
47 FRAME I.F. HEAD
#40]1A.6D68-T6
48 FRAME, I.F. LOW SILL
#4072A.6063-T6
81014 L,062 NOM (/
71830 THICKNESS ,
71631 .r`a. ... LYN.. o,�
7CA.SP `� .15;� IIGENSp'
s1sz4K OFRAME I.F.JAMB Q' .,011�
$0 #4D748, 6063-T6 =*;' No. 58705
OFRAME, I.F. HIGH SILL
49 #4073A, 6063-TB (USED AS RADIUS TOP HEAD) =-0
I rew�41)ua9GvJ�Wowvi: siA o «.'`�p�
u. v6N nWM PARTS LIST
CEKi CFAu�ixu ALUMrWi. SINGLE HUNG WINDOW, IMPACT 'SSIONAL
is A t'iMNIMILL P.E.
snap. - I NTS I 5 • 11 1 4040-20
2 784—
I u I * -
DFLANGE FRAME HEAD
4t. '14 J.;["
"'p r
0 3 FLANGE FRAME SILL (LOW)
JM003�—
3T
t
U62
O
SASHSTOP
6 FLANGE FRAME JAMB 7 #4025,6063-T5
#4004, 8093T5
(USED AS RADIUS TOP HEAD)
-1 1.342
.062 �Tll 7
0 062
TdLl21 - 62
FIXED MEETING RAIL p3 SASH TOP RAIL
M064A. 6963HD-T6,b\ #4006C,6063HS-T6
609 FLANGE FRAME SILL (HIGH)
#4050A. 60163-T6
I F FRAME SEALANT ALONG ENTIRE JOINT
F. FRAME".
WE
'111' WELD
Illu
ALON
SCREW
lill"IIk-BOSS �(p4wl
SEALANT OR GASKET
AT HEAD ANDSIL
38
040
-,V[EW-0-D VIE
.
(ill &VIEW HEAD & BICL, RADIUS TOP SILL) (RADIUS TC
SASH STOP ER
FRAME CORNER CONSTRUCTION
17 #4053, 6063-TS
050
. ��-A
.678
2.326---1
-T i -f
_OU,Tl,141 GLAZING BEAD, 5/16"
61.096
1 #4039B, 606�T5
1.170
:062:—
SASH SIDE RAIL
31 #4008, 6053-T5
—f
r
SASH BOTTOM RAIL(LOW) 678
#4007. 6063-T5
(
SASH BOTTOM RAIL (HIGH) �� 94051A 6063-T5
N. VENICE. R 3 E
041)a1000
CERT. OF AUTH, MM
050
.678
O GLAZING BEAD 7116"
#4222. 6063-T5
.050-5;L-078
1.115 1 1
45 GLAZING BEAD, 7116"
N85c, 6083-T5
(USED Ni GRILL KIT)
Haft
1,096 1 T
402 GLAZING BEAD, 5/16"
#4044B. 063-T5
- IIUSEDWIGRLI�I'T . ) - -, I
.683 -:�—Gso
T— I 1 1,097
46 GLAZING BEAD 13/11
#4067, 6063-T5
- 11
. .ne+nnw
ANCHOR QUANTITIESTABLE 5-I- . ,
. FOR 111 FLANGED WINDOWS 1. ANCHOR TYPES: 1.v4° ELCO ULTRACONS OR #12,
4 WINDOW HEIGHT - SCREINSINTOMETAL'
'� _ r ?�'SUBSTjiATE` § 28:603 34:§03 >'40.fiO3 46603 `52603 5B.603 64603 y¢6000. 2-1/4°ElC0 SS4 CRETE-FLEX
'" 3 g12SCREWS
P r I 1 ANCHORITYPE "U LID •; U 1I U ':J U I U "I V! U 1 p i{ U .' U ,p U -:U p U U 'gyp U U i
Z 2F1p r..Z IZm.p 'f2 �Z4'1 O.'Z 12m Z IZm Z m Z Zm0 Z Z
" ^ C• IPI�ND00W :GLASS O MO I°O 5" O O O N O 'O tJ V O ; O N"Q O I O N O ry'O'T O tJ P T9 O _O ry O O '2 ANCHOR LOCATIONS ARE BASED THE _ __
11` U �I U! U `c 3 d`�U > U `•U U - U U'."'. U p U FOLLO ING DIMENSIONS.'
WIDTH TYPE I $ HEAD. is 1@°MAX. FROM TOP CORNERS'
C,DEFG 1 1 1 1p 1 1 1, ._1 1 _ .. 1 i t' 1 1 1,- 1 ., 1. 1.,. 1 .1,. _1_ JAMBS- 171W MAX. FROM TOP CORNERS
H,4J K,L 12 1' 1 111 1 2 i i 1;2 212 i 2 2j2 2 2 2 2 212 21_ 2'2 2 2 2 2 2 2 2,2 2i2 2,2 2,2 2 3 2�2 3',3 15"MAX. FROM BOTTOM CORNERS
1()125 B' MAX. BELOW MTG. RAIL
:1 1 1, 1_ 1_ 7 1 1? 1 1_ 1 1 1 1 1 1 1- 1 _1_, _1 1 1 SILL -ANCHORS NOT REQUIRED
112 1 i 1,1 11 i 1 1 2 2.2 112 2 2 22 2.2 2 2 2.2 2.2 2 2 2,2 2 2 2:2 2'2 2 2 2;2 3. INSTALL PER THE ADJACENT TABLE ANCHOR
13212
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
4 CUC H,4JK L 1'.2I7 7 112 1.2 't�2 1�2 2�2 i 2 2.2 2 2 7!2 2 2 7 2 2 2 2'.3 2 2 J .�3 2 2 2 3 3;3 ff 2 3.3 NOTE 2.
1 �I qBM 1 1 1 1 t 1 1 i 1• 7�1 1 I 1 1 t 1 .1, ' 1 1 1 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
'fai �L2 11:2-f2 {L2 212 -� 2 2i2 2:22I22f212 y2 212 2 2 23 2'2 212 2;3 2 22 33Y3 2112131,31
FLANGED WINDOWS: INTEGRAL FIN DIMENSIONS
II" _ ARE 1°LESS.... ._.
i P f I 1 1 CL�PG111i I. _N 1�2. `i 1 2;:I 1 i 2 1 t
t I-_ n,l KL 41<Z' 9I.22 2 2'3 1, 2 21'2 'T3 1 2 J '2Y3 212 Lr312,3 412 2 3 J:3 1 2 3,J ,1;d 3 2 3 0 3.4 0 3 414 5. DESIGN PRESSURE LIMITATIONS: 1,
- - ? <'i I` I`32.000 y - - BOLD ITALICIZED VALUESIZE BLOCKS OF TH E A O ABOVE WITH A
A
t 1 1 1 1 1 1 1 1 i 1 1_ 1._ 1 1-., 1 1 t i .. _. 1 ABOVE E
qBMMAXIMUM DESIGN 1p 2 1 2 2 2 213 1 2 2 2 21 1, 2 2 3 213 2 2 2, 3 2 3 212 2', 3 3I3 2I 2 313 3 4 3 2 3.3 3, 4 3 3 4I4 O ANCHORS SHOwNEN BOLDwoTHERw4 OTHERWISE,
,E,F,G 11 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2- 2 1 2 2 1 2 MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
4J,K,L 212 1.2 212 2I3 1.2 213 2T3 212 2I3 213�2�2 2j3 2j3 2.3 2j3 314 2I3 3� 14 33 3, '5 3,3 414 SIZE AND GLASS TYPE IS AVAILABLE.
37.000 1 1 1 t 1 1 2 1 1 2 7 2 2 1 2 2 1 2 2 1 2 1 2 6. SEE NOTE 4, SHEET II FOR METAL SUBSTRATE
AB,M '2 2 1•�2 2'2 213 t'2 2;3 2;9 2;2 2 3 2;3 2'.2 2 3 2.3 213 2i3 3;4 2i3 ,3 3i4 3 3 3,4 31 3j3 4.4 REQUIREMENTS.
PSF 79
C,D,E,F,G, 2 2 2 2 2 2 -2 2 2 2 2 2 2 2- 2 2 2 2 2 2 2 2 2 2
40.ODD H,I,J,KL 2 2 1 2 2j2 2I3 2{2 2 3 213 2 2 2i3 213 2I3 22 2:4 2 3 3I3 3I4 2i3 3i4 3;5 3.3 3�4 415 313 414
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 r
qB,M 12 2 1'2 212 2�3 2 2 213 2!3 2 2 213 2i3 2;3 2.3 2.4 2 3 313 314 2!3 3I4 3I5 3 3 3.;4 415 313 b,q TABLE KEY:
PSF 79 MINX PSF
C D E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ..?_- 2_ (DP LIMBED) 11B
...J.. ....__.. ....._ __ r
44.000 HI,J,K,L 2 2 2`2 2'2 2I3 212 2I3 213 2 2 3,3 2j4 2I3 3j3 3,4 2.3 3�3 314 213 31,4 35 3 3 3,4 4,5 314 4'5 HEAD
2. 2 2 2 2 2 2 2 2 2 2 2.., 2 2 2 2_, 2 ,2 2.2,_ -.2 2 2 2 JAMB ABOVE 2 3
qB,M .i 2, '2.2 2i3 : 2:2 3.2 3i7i2 ;3'214 / 3:213 a',4 213 3.3 3;4 jl3 4 4 5 0�' 3!4 4 5 3;4 415 G'RA� eROD RLVI
'^ I PSF 79 79 _o AJYB BELOW xa g.r's.Ss
Uu,ld¢gCade
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 MTG. RAIL k:1Le DWD.D
48.000 F7.4J,K,L 2 2 2;2 2 2 213 2 2 2.3 3 4 2 3 3 3 34 2I3 3�4 34 2;3 3)4 3I5 313 3.4 3 5 3 3 45 4;6 3 4 5.5 (FULL OP) n;
qB,M 2 2 2 2 2 2 2 e 2 2 2 2 2 2 2 2 2 2,. 3,_ _-2 . 2 3 2 2 HEAD 2 pmdw
M'ai D c
-' __. __.- _. _... _
2 2 2i2 2 2 2�3 2 2 23 3!4 213 3 3 3j4 213 3 4 3'4 2.3 3j4 3i5 3;3 3:4 3 5 313 415 416 3I4 515 JAN 'T VE 2j3
PSF 72 79 79 MfG. RAIL .��7`ONY LYNry
_......_. 2 3 3 2 3 `'C�:
2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 _ JAMB BELOW A:
.. _.. ..... __._-. R'
53. 2 2 2i2 2 2 2 3 2 2 2 3 314 2 3 3,4 3i4 2 3 3 4 3;4 3 3 3 4 3;5 3 3 4.6 3 4 4 4 6 3i4 5 6 MTG. RAIL •',P
p * : No 5a705 t
B 2 2 2 2 2 2 2 7 2 2 2 2 3 2 2 3 2 2„3. 2. 2.. 2_ 3,.- SEE TABLET FOR _
2 2 2 2 2 2 2 3 2 2 2,3 3,4 2 3 314 3 4 23 3'4 3,4 3T3 3!4 3!F 3'3 4 4':5 313 4'5 46 3i4 4,5 FULL DP
,ora 7ECHno�ocroarvE :AO,�•.. STA�•'��\:
N. vEa1cE. FLxas ANCHORAGE SPACING, 1/1 WINDOWS :��s •..!jORmN,: •G�=�
R+Laeo-,EEo .
CE0.T,OFA�R1.lID298 ALUM. SINGLE HUNG WINDOW, IMPACT
JR� a611Y17 G NO CI4WGES THIS SHEET. rm.}.�cxremn ® sru+a, o.+au v A. LYNN67114 i1: d:�.
s _ SMog NTS 1 8 • 11 494080 G FL P.E.N 5a705
-- FX 7lJ905 'll' 2l1391-
I
I
ANCHORAGE NOTES:
I- lle ELCO ULTRACONS OR#12
'ANGHOR
QUANTITIES
FOR
STANDAROVIEWAND
RADIUS TOP
FLANGED .WINDOWS
-
TABLE 6
'-1.ANCHOR.TYPES.
1
: SCREwSINTO METAL-'.
FLEX
i-�
-+1
s
-
"•'44;6551
-_WINDONCHEIGHT
52.155
53655'
r74655.
`
>.;?96000
SUBSTRA?E''
29,655i
�37.1_55
L..'67155
.:
_
r 3 #12SCREWS-C-'-
. ANCHOR TYPE
_o.
Ri'O
.CO
U'
o
N pU
':U
o
NIO
IU
�O
+'•Ur
�no�'to "`V
N QU �'O
$ U
Y D
'U
Io ,IU
N!pOp `�t0
'$
U
U
10
U-•
o,o
N U `"
O
'xU
pro
O
_IU
�,fl• U
NO `r O
_ ..0
U
r O
U
o o
N1gU P:'O
'$ U
V
"�:'YJ
U-
Fi:9 N O O
U,%tU;
1`?: ANCHORLbCAT10NS ARE BASEDON THE
G
FOLLO18
WWDOW 'GLASS
N pap�O
-WIDTH-
TWE
hi
lU
1
1
1
lJ2' AX.FONS:'•
HEAD -1fi MAX.FROM TOP CORNERS
C,D,E F G
1
1
1
1
1
;1
1 1
1
1
""- -"
1
1
'-"
1
1
-
1
-
1 1
-
1
1.
1 -�-
&
JAMBS -17 M" MAX. FROM TOP CORNERS
CORNERS
111
1 1
1 1
22
2'1
2j2
22 2 1
22
2r2
2 2
22
2 2
2 2
212
212 2 2
2;2
312 2 2
�;2
3;2 2 2 2
IS- MAX. FROM BOTTOM -
fi" MAX. BELOW MTG. RAIL
19.125'
ABM
1.
1
1
Y
1
1
1 1
1
1
1
1
1
1
1
1 1
1
t 1
7
1 9
1- 1_ 1
3i2
SILL- ANCHORS NOT REQUIRED
1i1
1i1
1 1
2!2
211
2 2
2�2 2.1
2!2
2'2
2i2
212
2'2
2'2
2 2
2r2 2'.2
2:2
3 2 212
3. INSTALL PER THE ADJACENT' TABLE ANCHOR
DIMEN of
SUSING THE DIMENSIONAL CRITERIA
-
PSF
79
1 1 1
1 1 1
ED.E,F,G,
H.LJ,K,L
1
1 1
1
1(7
1
TI1
1
915
1
1!1
1
2.2
1
2!2
1
2:2
1
2 2
1 1 1
2:2 2i 2'2 2
1 i 1
2: 212 :�i5 2
1' 1 1
31i 7;2
3:2 2!.2 &2
3 2 2.2 3:2
NOTE 2.
NOTE 2.. -
24.000
1
4 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
1 1 1
I
B M__
1
}.
L
2
4.g2 2l -2
2: 2. 2%2 2
3
2 2 2 2 3 2
Ti
3 2 2$ 2
Y' I
3 2 2 2 3
'I
3 2 2 2 312
1 FLANGED WINDOWS INTEGRAL FlN DIMENSIONS
AR LBSS'•-
• 4'-•i :
71A
4. Z
�2e2
7T7L
a
11
PSF
kA
T7
2'.;1l�
12
-•
5 DESIGN BLOR OFT LIMITATIONS a,
- BLOCKS OF THEEAOJP.CET'fASLE`NTH A:
1
1;
0
•1
1
1
✓••'
r1
C,0 E F G.
H.I,J,KL
1 1
.�1
111
1 1
212
_7
2i2
212
2 3
2 2
2i2
.R
3!3 2 2 3i3
G •
3i3 3,2 3,3
3i3 2,2 3i3
-
413
3'2
4:9
4t3'3
2
4'.'3
61ZE
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE
32.000
2 1 1
2 1 1
1 1 1
1
1
1
1
1
1
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
A,B,M
111
111
1 1
212
2'2
2,2
"--'-'r'
2�3
212
2i2
- - -"
3'i3 2T2 3i3
- -'
33 3"2 3 3
-'�- --_
3,3 2 2 3 3
__3
4,3
3i2
4.3
4:3
32
4.3
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
PSF
67
79
C,O,E,PSIF.G
.9
1
1
1
2
1
1
2
1
2
2
1
2
2
1
_ 2_.
2.-
1
2
2
1
2_
- 2-
- ?"
8. SEE NOTE -.SHEET 11 FOR METAL SUBSTRATE
37.000
H,I,J,K,L
2 2
y2
22
2;3
2 2
2;3
3;3
212
3 3
3:3
3.3
4'3
3 3
3:2
9i3
4i3
3 2
4 3
44.4
3 2
4'3
REQUIREMENTS.
1 1
iIi
1 1
A,B,M
i1
1 1
1
1i1
1
1 1
2
2 2
1
212
1
212
2
2.3
1
2!2
2
2i3
2
313
1
212
2
313
2
3;3
1
3�3
2
4i3
2
3�3
1
312
2
3i3
_2_
4i3
1
3i2
2
4!3
2
4;4
1
312
2
4T3
PSF
54
79
62
79
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
C,D,E,F,G,
12
2
2
2.
2
2
2�2
2
2
3�3
2 2
313
4'3
3 3
4 3
3�3
3';3
4i�3
4!4
3T3
4;3
4!4
313
5 3
TABLE KEY:
40.000
H,I,J,K,L
1 1
1 1
Ell
2 2
2 2
213
2 22
3i3
2
2_
2
2...
ABM
�2
1 1
2
1 1
2
1 1
2
2 2
2
2 2
2
2 2
2
2�3
2
2 2
2
3;3
2
3'3
2
2 2
2
3:3
2
413
2
3 3
2
4 3
2
3''.3
2
33
2
4'3
2
414
3 3
4�3
4i4
3'3
2.
5i3
Iffix PSF
(DP UMREDI 717
PSF
C,D,E,F,G,
49
;2
79
2
56
2
79
2
2
79
2
2
2
2
2
2
2
2 2
2
.2 2
3 3
2
4:3
2
4'4
2
3 3
2
4..3
2
414
2
3,3
2
5!4
HEAD 3
JAi18 ABOVE 3 3
44000
RIAK,L
1 1
1 1
1 1
2 2
2 2
2 2
3-.3
2 2
3I3
3.4
2I3
7
313
-3
4:.4 313
2
4 3
4t4
2.. 2
2
2
2.
2
2
2_
MfG.'RA1L Revtsa� -
' B M
.2-
'"2'
1 1
2.
1 1
2
2 2
2
-1- 2
2-_
2
2
3,3
2
2 2'e3
2
t.'
3"4
'MS
3i3
12
4;4 3.3
4' 3
PUCWCT
B`BEL'OW- plume .atl~
n`tdm,Cn
�G. R13- 'D D•Og
Dffi '/DZI
PS F
95
74
51
70
79
79
2
2
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2
2
2
2
2
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2
2
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2
2
3
2
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3
2
2
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H,I,J,K,L
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1 1
1 1
2 2
212
2 2
3 3
2f2
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3 3
3i3
4.4
3i3
4 4
4 4
3'3
4 4
4i4
4`3
5I4
4+4
4 3
5`4
(FULL D� c'
Miami .xh Pmdua(
48
'2
2
2
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7
1 1
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-
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3.4
3i3
3,3
_
4 4
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4 4
4 4
3.'3
4!4
4'4
4,3
5:4
414
4 3
5 4
JAMOVERAIL 212
MfG. RAIL N LY N
N
PSF
41
67
48
67 7
2 2
3 2 2
3
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.
aO.Y•„ �
- JPNB BELOW.
C,D,E,F,G,
2
2
2
2
33444'4
33444'43
.....
344555'S
- -
- -
4354
M!G-RAL = No se705
53.125
H,I,J,K,L
111117
222'222
33333'34�4
T44
2 3
SEETABLE2FOR ='tiA,B.M
�2
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3 3 3T3 L2
3
4.4
2 9
3 3 4 4
3 2 _3
4,43 34A
3. 2, 2
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'FULL OP .
'
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Iolo reclrvo
N vsxte.
ocv oAivl[
Pl.aans
ANCHORAGE
SPACING, STANDARD
10 sr o :'
VIEW '�'' °toRIDA?'
ALUM. SINGLE
HUNG WINDOW,
-
cPRT.aPAum.Pxsas
c^.nn..-I
-
e
IMPACT '/ONAI. EN%``�
�r A. LIYNryIMI0LEf3, P.E.
' 4040-2f1 G FL P.E.#5Bi05
JR
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ape
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ene
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+ r i,
. 1 .rS lI • 1 ;�..
ANCHOR QUANTITIES
ABOVE MEETING RAIL HEAD & JAMBS
CUSTOM
FLANGED
WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7.
-WINDOW HEIGHT
MINUS SASH
HEIGHT FROMTPBLEB
..
_
SUBSTRATE
ANCHORTYPE]
17725-
+ ❑
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y
1
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..WIDTH`-);TYPE.
...._:.
19.125
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gBFA
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7•
1
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4
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1
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PSF
79
1
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le
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79
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79-
'
77
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79
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79
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2
2
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2
2
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2
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5
2
5
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4
4
PSF
78
79
70
78
79
71
79
73
1
70
1 1
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2
2
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4
2
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3
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4
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3
5
2
4
2
8
3
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2
5
2
6
1
1
2
2
2
3
3
4
PSF
71
79
63
71
79
64
74
66
77
69
69
0.125
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2
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7
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2
2
2
3
4
fi
ANCHOR OUANT
TIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLES.
SASH HEIGHT
SU13STRATE.
12.776
15.776
18.778
21.776
24.778
1
27.776
30.776
31.106
ANCHOR TYPE.
pap
Ng�I�`�NPp1�'�ry
55
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WIDTH
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2
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2
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2 2
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= 2
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32.000
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4 3 4
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2
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3 2 3
3 3 3
4' 3 3
4 3 4
4 3 4
68
78
44.000
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2
2
2
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4 3 3
4 3 4
5 3 4
5 3 4
83
72
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5 3 4
5 3 4
66
72
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2
3
3 3
4 3 4
4 3 4
5 3 4
5 3 5
5 3 5
LERT.OFAUTH.K
s87m I N7S 1 10- + 11
ANCHORAGE NOTES
.'co
ANCHORTYPES, 1 1C4 Et ULTRACONSOR 412_� _
I SCREWS INTOMETAL'
.�� L.� .- a le. cl !•11 CS2TRFTF.FI FY �..- -__. v. , ,.
HEAD' 18,1f2" MAX: FROM CORNERS - - -
JAMBS 171/2" MAX. FROM TOP CORNERS
11 In' MAX. ABOVE THE MEETING RAIL
W MAX. BELOW MTG. RAIL
15" MAX. FROM BOTTOM CORNERS -
SILL- ANCHORS NOT REQUIRED ,
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND 8. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 12 S/8'A1IN. TO 36' MAX.
5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
;'FLANGED WINDOWS. INTEGRAL FIN DIME NSIONSARE
8 OESIGN PRESSURE LIMITATIONS- t
'SIZEBLOCKSOFTHE ADJACENT TABLF WITH ABOLD `
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE RESPECTIVE SIZE AND GLASS
TYPE IS AVAILABLE.
7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS.
TABLE 7. KEY:
MAX PSF SEE TABLE 3 FOR
(DP LMTED) 112 FULL DP
HEAD 2
JAMB ABOVE 2
MfG. RAIL
(FULL DP)
HEAD 2
JAMB ABOVE 4
MTG. RAIL
PRODUCTREVIS®' t ' -
TABLE 8. KEY: _ -
MW PSF
nare 1-063'Di19
(DP LIMITED) 112
E.pi D.+r ,3YL1
,W,43 BELOW 2
Br
MTG. RAIL
M1 Dmre,osH
NY..... N4i'''
LFULL DP
B
JABELOW 2
JAM
P:' •.P
MTFG. RAIL
= * i No. 58705 -
SEE TABLE 3 FOR
FULL OF
�AO�•.. SATEOI'��:
', PSr'+o oRID•v�?,�
NAL
?USTOMVIEW
NDOW, IMPACT
1 1N�,�
A. LYNN Mla , P.E.
FL P:E.# 58705
m.,rn
gO4pg0
G
NOTES:
.. EXTERIOR INTERIOR - 1, FOR CONCRETE APPLICATIONS IN MIAMHDADE COUNTY. USE ONLY MIAMI-DADE COUNTY
,- i-37J'MIN EDGE W000 AN.,y;)APPROVED114'ELCOULTRACONS.OR1/4"'SS4.CRETE-FLEX. MINIMUMDISTANCE FROM
t- (ALL HEAD AND SILL DETAILS) :SEE NOTE 28 3 TO CONCRETE EDGE'1513(4 FOR ULTRACONSWTO COI NC., 212 ED-FOR
_
y i
,•- t .H ANCFIOR
• '- 2'12:. MIN EOGET .-CONCRETE ANLHORr f2iWO06SUCK�"` Y` t Ev.� `ULTRACONSANO LRETEFLEX INTO CMU ANDCRETEFLEX INTO CONC
-,_
1 tMIKEDGF'2'FORVOODAP6ICATIONS'IN MIWf-DAOECOUNIY, USE 012 STEELSREWS(GS)
}" ry SF ''. I: NCHORf SEE NOTEiI$3-
(g.
IrL 7a }fERFJEiA
c• s 0 !4°'S4CREE,COMMON NAILS (F7fifi�TN,l.l CMf
I d:� r , e ti 3 J a -R1
y
�-'1 •u. -G =
3.35 KSI MIN ,a' .. - 1 ..i, z. , „y ';,. ., a (:{::.Win? "$-07Z(Sd))'BEPENI{YS§2INOCOkTED'130MIdON NAILS, TYPE I,STYLE 10-FINMOUW!50
•
�.;
-nLp
CONCRETE \{ f '' ONLY (SEE DETAILS E, F AND°G THIS SHEET)
13/4-MIN.
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSE
_ 1
OPTIONAL Ix �B° TOTALTHIOKNESS IS LESS THAN 1 17. lit WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
,' ��+ ^
-+-� MIN.
WOOD BUCK It INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE
-°
- _�_
.. (SEE NOTE 3) —1. 112'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TOM
f ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
I' i/4" 4 FOR ATTACHMENT ,0 ALL MIND M, THE ALUMINUM SHALL BE A MI NIMUM STRENGTH OF
M/Af J Y
_
I' 6053.T5 AND A MIN'MUM OF I/8'THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS,
SHIM SHIM THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045'
DETAIL DETAIL J. TZ;K. TMETAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
TYPICAL FLANGED HEAD ANCHORAG SUPPORT.'O THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
,
.,.-—�'I'c• ' WpOD OUCKSi. THFANCHOR SHALLBE A#12SHEET METAL SCREW WITH .FULL,
DESIGN
rw -9 '� T i'IYf4a MiFT'EOGE CM T-ir t314 MIN EOGE,(ULTRyCOMM��INTO CONC) L �1 a-^ENGAGEMENTINYOTHEMETALI'7FTHESECRITERIA ARE MET, TILE RESPECTIVE
( `Mli COgCJ
}
I ,. ( L•.,_ U .-. t h413 •v Jh I +'b+i2 v'EDGE(UL ICRETCEL'EJE.�C ,.O C(dUE�RETCFLE%1Nj0 ^0.ESSUP5S'ANR'ANCHORAGESPACING FORULTRACONS MAYBE USED. -
'V4 hi1N. c LE 1COhlL) .: .. AREFLANGED
HORSOrANCH FIT -'
'
A' WHERE MUST HAVE HEADS:
. FLATRIADM'CHORS, RE UIRED, MUSTV012 TRI
MIN. T. MAT BUT NOT LIMITED THAT EINTO
BUTNO LIMITED TO
LMEET THE EQUI
IAS SHALL
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
TACT ,INCLUDIER
NCRETE ANCHOR I TMIN.EOGE FLORIDA BUILDING CODE.
F BELOW MEETING WOOD ANCHOR,
FH BELOW MEETING
.35 KSI MIN. CONCRETE RAIL (SEE NOTE 2)
OR 1.5 KSI MIN. CMU
INTERIOR
(ALL JAMB DETAILS)
1x BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR
CMU SUBSTRATE (SEE NOTE 3) R
DETAIL C DETAIL D V
TYPICAL FLANGED JAMB ANCHORAGE
1/4' S/8-MIN. EDGE
2-12' EMBEDMENT Mom' 1/4°
SHIM MAX.
WOOD FRAME
II11
FRAME SHIM
II ---WOOD
__-'—'' the FlviG
a 'vt`'. is
- - ✓r- j,.^"' _ .1x Co�4em;h
21/2-.MIL Piam
x 2 1/2' NAIL,
I i
2-1/2' EM EDMENT AT CORNERS 1 ' L-ydmron Dse QD2I
.131"DIA. MIN. AND S'O.C. V
x212j NAIL, i WOOD FRAME By
�I'
AT CORNERS (
AND 5'O.C. 11 SM'MIN. EDGE
.131' DLk MIN.
x212'NAIL, CE
MAX AT CORNERS UCENSF'�C/'
SHIM AND WO.C. 2-72°EMBEDMENT
DETAIL E, * No. 5B71I5 =
DETAILF (JAMB) DETAIL G, (SILL) = (HEAD) ) - *=
TYPICAL INTEGRAL FIN ANCHORAGE
6TA
� 1WGlEGMOLGGY IXiNE oW� ��T''.• EOF
x.vexice.n.w+x ANCHORAGE DETAILS
''�SIONAL
' ryeilaeo-lwo �° iNhxh°
eenT.Grxmx. mean ALUM. SINGLE HUNG WINDOW, IMPACT n ``,,1
P.E.
�,..
JR� OithVil O REYIFEGTOINITGINEW2#f1 F6CANCHORAGE co-v,ux+emn ' %�+�° w.. '�" °"°'e'^ °-' A. LFL P.E.#5870
•" - ro NTS 41 r. 11 4040-20 G ... FL P.E.#58705
-
.... ,, �,,,,� o.k o� mz rar'.;.cm.+•• 3x>4J
.-. FA WIMS JJ. 1223N7
SCANNED
BY
St. Lucie County
MIAM1'I7�E - .. MIAMI-DADE COUNTY
a - PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room,208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOT -ICE OF ACCEPTANCE (NOA) wwiv.miamidade.eov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This LLNOA is being issued. alder the applicable rules and regulations governing the use of construction
inaterials. The documentation- submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section lobe used in Miami Dade County and other greas where allowed by the Authority
Havipg':Jurisdiction (AM.
C}iisIuQA shall not be -✓a,td after the expiration date stated below. The Miami -Dade County Product Control
e
S,e'tc1`io�i3(In Miami -Dade Countq;) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or sted for quality assurance purposes. If this product or material fails.to
perfor n in the accepted manner tthe manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
rese�ves, the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Sect;�n;ihat this pnndt ct o is to meet the requirements of the applicable building code.
Tliis product is appr ed as 'escribe rein, and has been designed to comply with the Florida Building
luding the fligh VelccAyHurrica e Zone:
IPTION: ries i SOV-770" A minum Sliding Glass Door ap / 90' & 135° corners —L.M.I.
VAL DOC ]; D ' g No. PGT0130, titled "Series T!0 Alum. SGD - LM Impact", sheets
122 of 22, dated 10/10/14, with revision C dated 04/05/17, p-repared by manufacturer, signed and
Anthony Lyon M.illpt. F.E. e le County,? duetCa 1 Revision stamp N•ith
e of Acceptance nu in : ,1 and expiration date by the Miaarytt- ai5� e Ceunty rndu Control Section:
E IMPACT I.A'i [r., Large and Small Missile Impact Resistant
LNG: Each unit shall laid ent label with the m6afacturcr' e or logo, city, state,
ties, and following saie'i'nent: "Miami -Dade ounty ro uct Control Approved", unless otherwise
em. nr s.
7AL of this NOA s'Ull be considered after a renewal appiicaiio� has been filed and there has been
e in the applicable bqi}ding code negatively affecting the performance of this product.
NATION of this N.,94t-will occur after the expiration date or if there has been a revision or change
terials, use,"anti/or manufacture of the product or process. Misuse of this NOA as an endorsement
oduct, for sales, advertising or any other purposes shall antomkically terminate this NOA, Failure
i with'any section 41is'NOA shall be cause for termination and removal of NOA.
TISEMENT: 7he`IKOA number preceded by the words Miami -Dade County, Florida, and
airti � ,
by the expiratiowila a may be displayed in advertising literature. If any portion of the NOA is
then it shall be dohl�ii'its entirety.
TION: A copy of't�ils�entire NOA shall be provided to 'life, user by the manufacturer orits
is and shall be availi'OS a for inspection at the jab site at the request of the Building Official.
revises NOA# 16-6''29.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as
document mentioned-lbove.
pitted documentathmrt wqs reviewed by Jorge M. Plasencia, P.:Il1
NOA No. 17-0420.12
oe eourrrr (n Expiration Date: February 17, 2020
r 'i$,9`ltft?. ;Approval Date: September28,2017
Pagel
IT
i�'1 r1
YGT41rdustrieq. Inc.
0 `, t:!;" I , L .
A!..',I)RAWINGS
'111"li. Manufacture?sdH'e drawings and sections.
(Submitted ini der NOA No. 14-0123.10)
Drawing TGT0130titled "Series 770 N8 * , Alum. SGD — LM Impact", sheets I
through 22 df22, dated 10/10/14, with revision C dated 04/05/17, prepared'by
ti ir manufacture�,',signed and sealed by Anthony Lynn Miller, P.E.
tM)'-'fWTESTS
l Reference
report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS;;S per, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory,'Inc:; Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/115/16. 061,17116 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted 'i-inderNOA No. 16-0629.06)
It Test reports 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, "Loading per FBC, TAS 202-94
3' Water Resistance Test, per FBC; TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
Cyclic Wind Pressure Loading pet 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 didqam of an aluminum sliding.glass
door, prppar�41�'y. Fenestration Testing Laboratory, lie., Test Report No. FTL-7554,
I
dated I 1/01/R, signed and sealed by Marlin D. Brinson, P.E.
(Submitted dji?ter NOA No. 14-0123. 10)
Test reports 1"1. i) Air Infiltration Test, per TAS 202"94
�: ' - A2) Uniform Static Air Pressure Test; Loading per TAS 202-94
3) Water Resistance Test, per TAS A2-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5)' Large Missile Imp'act Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94
along with inaik6d-up drawings and installation diagram of aluminum Sliding Glass
Doors, prepaijet by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, F Ili '6036, FTL-6001, FTL-6014, FAw6015, FTL-6017, FTL-6023,
FTL-6024, FTL4025, FTL-6028, FTL-6031, FTE-6033 and FTL-6036 dated
08/1 0109, all`sigiied and sealed by Julio Gonzales, P.F-'
Note; The f6V reports No. FTL 5980, FTL 6001 and -FTL -6015 have been revised
and reismiedl,$n �12/29F/09, signed -and sealed by Jullo. Gonzales
(Submitted hider
iC
NOA No. 09-0826.10)
X Jorge M. Plasencia, P.E.
P76duct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17,2020
,-Approval Date: September 28,2017
CEP
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUEDj.
5. Additional Reference Fixed Window Test Report Nb. FTL-7897 (Cardinal spacer),
per TAS 201,'`202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(SaLntitted tinder NOA No. I5-0430.08)
C. CALCULATIONS
„-1. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition-(2014) and FBC-611 Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing contptlies with ASTM E1300-09
A. QUALITY ASSURANCE
1. Miami-Dadd'3:epartment of Regulatory and Economic Resources (RER).
E.'", MATERIAL CERTIFICATIONS
L Notice of!'4ebtance No. 16-1117.01 issued to Kuraray America, Inc. for their
"T'rosifolS Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
i expiring on 07l08/19.
;.2. Notice ofAcbetrtance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SeutryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on.
07/04/18.
F. STATEMENTS
L Statement left n(if conformance with FBC-5" Edition (2014) and FBC-6" Edition
(2017), dat: dr'9/l0/17, issued by manufacturer, si6ed and sealed by Anthony Lynn
Miller, P.E. ; d
2 Statement fetitei of no financial interest, dated 04i18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal ?Td.16-0152 dated 03/09/16 approved by RER.
4. Lab compliance; as part of the above referenced Test Report No(s) FTL-8717, FTL-
s; 8970 and k TX =8968.
G. OTHERS },
1.. Notice of Acgopiaace No.16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Alugdnum Sliding Glass Doors w/90° &135° corners - L.M.I. approved
's on 08/04/16 _arid expiring on 02/17/20:
rrL
e�SI
1 Ar
E - 2
P,rodJorge.M. Plasencia, P.E.
uct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28, 2017
0
GUAiM'NOTESt
GLAZING TYPE'OPTIONS $EEYABLB. THIS SHE.ET BLAZ-] GING DETAILS ON SHEET$'485
DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E13DO.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
) ANCHORAGE: THE 33-1)3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
RODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
'ONTACT WITH OTHER DISSIMILAR MATERIALS SHALT- MEET THE REQUIREMENTS OF THE
URRENT FLORIDAISUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
SHATTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
1 INSTALLATION SCREWS. FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALL,- W I: H
9) TFST REPORTS: FTl
FTL45024, FR-6025,'FT
TABL
AnglorM1
Group.
"-' ` "'] T
Andjor,
'•�Tv;ar't.:,kpmber.
e Fm'pe,
T�
i SubMm@
611m EE9e
Distance
Min. O.C.
Olstanm
Mtn.
embeament0r
Mahl Thickness
,aA
-
'S12'1b8 b1y49 " _
IFyi"60 ksi Rp BS kelj_
- �112440 SS SMS. 9
(Fp°90 ksi, F„=110 ksi)
_
AII
SWNCm Pinc(SO v 0.55)
&IB"
JIB'
1-wr
60fibT5 ANminwn
MB'
0116•
0.090'
(-' ;'me Steel-'
we
9/16
OSwO.
Gr. 33 Sam StW
YB'
BI1r
e.015'{16Ge)
114• 000 Amm6 toxi,
FY=SJ kil, F..901e1
All
Control¢ m1n. 233 ks1
1-1R
3"
1-Sr
J=nbf P-Ncok
Filed BWC K AGTM C90
r
a-
T
Jamblt` O.k
Maur BIOCA STMCBO
r
r
1-VP
Al
bmOwm PNe SG=0.65
V
1•
t-Yr
B
412 Stvel GMS (Gr. 6)
(mn. o3 the0aey..
metasbstrate)
Al
55)
•u
bw-lhem3-
991/1d6
7I1B
mB
ThPinAe lw(SnGl.n
0.0 r
A3681e01
3
V0.050,
Gr.I0E
3B
BIS'
0.04zj!E Oe
`
- tlti Eh0 UImCaI0
Fy=f:i5 ksi-H. l7J ksi
AIi
- .
creISI.iP p40 ke0
I-wr
Jemb/P-0ppk
H0IIMBIOck(ASTMCB0)
1'
6•
1.11M1'
�'a"-.'TL
Eta. U"Oo:f,---
`- E
' al
Alt
Concrete (min. 2.06 ni
3-16'
4'
1-0Ir
Jembl P-0mk
. n) .cpx
FEt AS1M e401
WIR)C
ow Blink ISTAI ]
21R'-
24W-
4'
r
4
14'
:.
1l4'1fO35 Elc0 CreIBFNxO
Fr'1P.4keI,F.r1B9Jkel
H+aa/91N
1Wpe p min. d.JS Ne
1•
4•
1-Y4'
J L;-04
ICo crab min. 135 M-
-V
r
•1d4"-
Je /PJmek
W1.1, Back AF50
2-fF
r
1414"
All
6oulhem Plra 0=0.96
1'
1'
1-L6'
AS APPLICABLE.
193, FTLA001,FTL-6014,FTL-6015, FTLfi017, FfL£022, FTL-6023, 1)WH UBSTMTE CONGITIG QUIREANCHORAGE FROM MORE THAV ONE OF TH¢PNCHOR GROUPS ABOVE,
031,FTL-8033, FIL-6036 AND FTL-7554 2)GG TH R THELOWEBTLETTER FOR ALLTABLES IN THIS APPRDVAL.
2)ALL MGNORHEADTYPES -4 KSI. MIN
LE
3)FORSTEEL IK VxLIMIN.FU=45KSL MW USEDf- IS IN
HOLLOW
4)FIMED VALVES IMYAL60TUNISON N HGLLOW BLGCKPPPLWATIDNb.
4 85 5)ANCNGRSMUSFBE OF SUFFICIENT IENGTH 60TYATA MINIMUM OF 3741REA0.5 E%IENO BEYOND METAL S18STRATE.
,Ewi
l
Beaaptian (LIRE from EYlenurto IPN&r)
W..
G3
T/10' Lem"no"A of Y16' HE Glass MN.090' PVB Nmtlow
G3A
Mt6•lam LxnaxlR HSGSn.Nh.09r PVBWflxVm
Iam6aIM: (2)Lk» af11r H9 Glass vAN.099' SOInleavyer
04A
BI$'LamkalW.WDnv1114'H9 Glaaa w9h.09r SOWWYer
G5
CdA
1• IanareteE 10.:3/1r TEzleder Cop •YB' AaSpeci+JAr LemW!ed, (R)LAm of3llr HS Gaae YAm.090' PVB A4eaeyvr
1'IamhuNE l0.:n/f TErteno]Cap+dHr Akbpce+Jltr =m;vleo;(21LMaef3/1r H9Ola»wM.WO'PVB keeneyer
GB
1'Lamhuktl L0.:11r TEzleaor Ca +3�0'Nr Speca+]/tr lammetatl; F4 Lk0a c111r ltl Gaaswah.WO'SG Watlryw
GfiA
rlmnsaled LG.:114'TEaletlor Cap+d16'ABBpvvs+ill6'IaminalvE;(2)Lhoa af8.1C HS GIvvs wM.090'6G traeaeyer
G]
]I16'famketW:U)Ueacf311r SGMteaayer
G]A
MGN . h..W
ells^laminnta6 al ire. pfu4'ANN em. wnh.em•sG MlaaeYer
GB
1'IvnFaMtl lG.;3/10'TEzleaOrfkp+&r A45pme+R/1r LpminaMa;(2)Ules pt9lr ANJ Gless witp l)90'SO weaeYer
C&1
YLemkat<aL0.:tq•Tn:mamgp+=1r Airbpaze+]/16'Lanana@4;(21 LAee of Mlr ANNGIass M1h.09r 80 Wvtlayer
ANCHOR NOTES
1) FOR CONCRETE(CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET
FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS,
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET.
PRODUCT REISED
3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN I-1/2"THICK,
plTine w"Vma Florida
euliamS
PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
ceae
17-0420.12
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
NGA-No.
DEPICTED AS 2X ARE 1-1& THICK OR GREATER. IX AND 2X BUCKS
Expiration Data 02117/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
BY
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
mlam Pro „" controlTHE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT 09
_
-rrvrc=rxwxnr ' -- aOf`^Rr s 8• Rr' pFV1F`l.'Fn RV THE BtJILiING OFFICIAL
-.YId'=HEAT STREF:GIHFNEO -... __ - _ _.
T=TEMPERED -
•Wr MP;TROSIFOL®PVB BY MIWJWY AYEPoCA INC.
5G'=.090' SENTRYGLVS®6Y KURAMY PMEPICA, INC.
DESIGN PRESSURE RATING IMPACT RATING
SEETABLES1,2830N RATEOFOR LARGE dSMALL
SHEETS6.Td8, MISSILEIMP' REG.' NCE
CO GESISTANDAROSUSEO:
e201] RORIDA BUIIDING CODE (FBC), 6TH EOIGON
eN14 RORIDA BUILDING CODE (FBCL 5111 EOMON
-ASTM E1300-00
.ANSfIAFSPA NDS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL. ADM-2D15
.AIS1 5100.12 -
eASCMD10
GENERAL NOTES ......... ... 1
EXAMPLE CONFIGS..... ..... 23
GLAZING DETAILS ............ 4,5
ANCHORAGE .....................6-14
DESIGN PRESSURES.9
MSTALL DETAILS..............12-14
ELEVATIONS ..................... 15.16
PANEL I SILL TYPES........ 17
CROSS SECTIONS ............. 10.19
PARTS LIST ....................... 20
EXTRUSIONS .................... 21.22
f94ti16i16W
celr. DFwurH 4'AdB
4) ME FAL 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
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX.114"THICK &3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
` tI11H/I
�a`1'0NY LYIVAf /r
•'•(�s
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHTTO
ILCEMFF
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
' Ne. M705 -
SUBSTRATE IS WOOD, 30p FELT PAPER OR MASTIC IS REQUIRED
$ r *_
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
=
BY THE AUTHORITY HAVING JURISDICTION,
-A % H )q/I I
SGT`m I NTS I I •22 1 PGT0130
A LYNN MILIFA F.E.
EXAMPLE C
WIDTI
PERTABLES
MA%. UNIT /
HEIGT H
PER TABLES 13
r I _ 1 PANE
dARGURA
NOM. PANEL
W ,
PERTAB 51.3
PER TAI \T131N t 11�
HEMAXIG T
NOM.PANELWIDTH
PERTASLE51,3
1
MAX. UNIT
HEIGHT t
PERTABLES 13
)NS
CSri TIP' r..
QT:,:y
NO .PANEL ES 1.'3-
J PER TABLES
i
Y
1° €$S ' MAX. UNIT 1:
HEIGHT
k ERTASLES 13
I
um
�� I6
I + _
r
J
1 1 i
t lggm
5
ppcKEr � Po
r J MS 4-PANEL CONFIGURATIONS
t
MAX. U T WIDTH MAX. UNIT WIDTH
NOM. PANEL WIDTH
` iJ .PER TABLES I3
1 19 1 1B
5-PANEL CONFIGURATIONS
i
CONFIGURATIONS NOTES:
I
}ALE'CONFIGURATIONS, SHOWN ARE ALSO AVAILABLE AS -'
t.F th _ -+POCKET CONFIGURATIONS A7ErTHEROR BOTH7AMB
IbTH J t ?LOCATIONS USINQ DETAIL JW Je' KvfOR'K.' INSTALLATION t -r
.,1:` f r I{. EXAMPLE xxxO OXXXX IN XXX IN OC.CET FIGURATION' ION DE d -
'Y-t(—XXXX OR XXXXp OXXXIN POCKET CONFIGURATION
. p P D rid at l L
1 '..CAN BE. OX%%p.
2)BO'&135°CORNER CONFIGURATIONS CAN BE ACOMBINATION
1 OF ANY 2 STRAIGHT CONFIGURATIONS.
/ i'�eaT 3)FOR NOM. PANEL WIDTH. SEE TABLES 1-0.
/ ig
I k' '0'-INO INOPERABLE
PANEL.
'0'=INOPERABLE PANEL, _
paucT j -POCKET DETAIL LETTER
i
' ^n ,WOOD OR METAL INSTALLATON I
!: + r �' - C�J - c' CONCRETE INSTALLATION .t z �.
MAk. QUIT WIDTH ") DLO HEIGHT
NOMfPANIT WIDTH T
' DLO HEIGHT=DOOR UNIT HEIGHT 10126"
NOM.PANEL WIDTH 1�. PANEL HEIGHT =DOOR UNIT HEIGHT 1.666"
PER TABLES 13
I
t9 � �-
t MAX. UNIT
g$N HEIGHT
g PER
�p TABLES"
T cxeT 1 w
Y I
MAX. UNIT
1
IoB
$
HEIGHT
PER
/ D
I3
/
s
TABLES
19
FIXA(ET i B
1
EXIFIOR
N YHNCE. Fl.W/6
IyrQ191i.I6C0
GFNI.6AUD[/ID]DL
SG m
CORNER TYP.'
(OUTSIDE CORNER SHOWN,
2 +'22 1 PGTO130
PRODUCT REVISED
SmutplYine with 0. F1.0d.
, Dada
NoA m.. 17-0420.12
Expiration Data 02/17/2020
IQ
* No. aniz
0,., 9T E F�•
�()NAL ENG
ALMIM9 RRE
P.E6 OM
J .. EXAMPLE CONFI
I
-I.
No
PANE W
M
IdAX..UNrr F
HEIGHT,
9F ORI120
I
NOM. PANEL WIDTH
PERTABLES 13
1 MAXlUNIT HEIGHT
PER TABLES 1-3
MAX UNIT
HEIGHT
PER TABLES
IONS...CONFIGURATIONS NOTES:'
L MAX TESTED UNIT WIDTHCONFIGURATIONS'SHOWNAREALSOAVAILABLEAS
3557118 @981-1EIGHT I POCKET CONFIGURATIONSAT ErrHER OR BOTH JAMB r
300114 Q120',HEIGHi l P I ' -'a I I LOCATIONS USING DETAIL 'Jw',°Jc, KW OR°Kc'1NSTAUATION.
"T L I L' .il I F ES(/fMPLE 4-PANELXXXX IN POCKET(p) CONFIGURATION CAN BE
Q .,,� •. 1 pXXXXp,p
la tz ,r XXX%OR XXXXp. OXXX IN POCKET CONFIGURATOOW
CAN BE OXXXp• -
N J I
1 tY t t° j Y 2)90°5136°CORNER CONFIGURATIONS CAN BE COMBINATION '
Y 11 to t I¢yo OF ANY 2 STRAIGHT CONFIGURATIONS.
3)FOR NOM. PANEL WIDTH, SEE TABLES I3.
°X' a OPERABLE PANEL,
"O"'INOPERABLE PANEL,
°p' POCKET ..
6.PAMEL CONEIGURA TIONS "-
* -- - - - _ T•, , R DETAIL
W = WOOD OR METAL INSTALLATION -
- - MAX:UNITVJIIDTH -- -. ,: , , ' C rJ a=CONCRETEINSTALLATION
r '--SHEET NUMBER
13 1 13 5
I DLO WIDTH it NOM. PANEL WIDTH-7-
t9 1 tY DLO HEIGHT ::DOOR UNIT HEIGHT-10.126'
` I 'p_S PANEL HEIGHT -DOOR UNIT HEIGHT - 1.866'
1Y 19 � , 19 1 1 I @H
MAX. UNIT WIDTH
fF XFAUM li-
PRODUCT REVISED
BuilEinglyinwith Its. Mild.
NCA N°. 17-0420.12
ExpveEon Dato 02117/2020
17
iffy
I �
\\111IIIIIII
UCENSF'"(C
• :. (nP
I
'.
No. 50]05
1 3
❑ :•*
'�FSS; `�Oqj4^•''G��'],.`
]IALI%%
AL"NNIUERPB
REX U70
JPLE CONFIGURATIONS
FS 770 ALUM. SGD-LM IMPACT
rm
AITS
3 - 22
aww
1 PG710130
C
- 'G iQGDETAILS G3 -G3 G4 G4A, Lib & G
I ,1
I N IA J4I t-0i" 7M6"NOM %11y 7116 NOM- - _ 1 NOM.
d i J. . J.
3/18 HE GLASS 3/16' HS GLASS' m9w PVB
p90=PVB No SG� 3/18 HS CLASS
3118 HS GLASS T4 3/16° HS GLASS _ 14 3/8 AIR SPACE _ 74
3/16' T GLASS
n 83
03 b
4 .i/4" NOM.
314" NOM. EXTERIOR II(� I,L�1-T{1�
Li I I GLASS 1244n 3/4°NOM.
GLASSi�-- I r BITE CLASS
BITE
�9R
711 "LAMINATED GLASS PE G3 V16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS TYPE G5
I
9/16" NOM. 9/16" NOM. 1° NOM.
311W HS GLASS
1/4' HE (GLASS 1/4° HS GLASS ,090" PVB
.090" PVB .090" SG 3/16" HS GLASS
74 1/4" HS GLASS 74 5/16" AIR SPACE 74
7/4° Hu GLABB 1/4" T GLASS
PRODUCT REVISED
02 � � Phin9 wiN i6a Floritla
83 NQAa Ng c"ea 17-0420.12
314° NOM. 3/4" NGa4. NOAJIo.
EXTERIOR GLASS EXTERIOR GLASS 12aiD &4"NOM. c.PlrRaon Date 02/17/2020
a SITE BITE GLASS /
BITE By
E%7ERIOR Mlnm -Pa 60c<Con"
81
79
9/16" LAMINATED GLASS TYPE G3A 9/16" LAMINATED GLASS TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
I I
SNGNY LYNA, ``�.
GLAZING NOTES: j
sY N. 50]O5 i
°ANN'=ANNEALED
"HS'= HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS.
'7°=TEMPERED 'o ., S7
"PVB°=.090'TROSIFOL PVB BY KURARAY AMERICq INC. fwv�icEai m GLAZING DETAILS
°SG'=.090° SENTRYGLASOBY KURARAY AMERICA. INC. rye)4a+fsro'lFvrnrl 2-iIi. m7rx.+mzs4 SERIES 770ALUM. SGD-LMIMPACT ,NAI-�No
G . LAZING,DE-TAILS (G6, G6A,,G7, G7A, G8 & G8A)
.... ...
"OM.
I
3/16" ANN GLASS
3116" Hd'GL ASS-
31WANN GLASS
'90 SG
.090" SG
.OW SG-
.OW
SG
SG
3116- ANN GLASS-
'6' ANN EZ S8
NIS' HS GLASS -
3116'ANN GLASS 74
; -
318-;�IRSPACE- 74
WAR SPACE- 74
L SS
3116d T GLASS
3116" T GLASS
-
124-127 3W NOM
GLASS
3W NOM.
EXTERIOR GLASS
.
3/4" ROM.
124-127 GLASS
a
BITE
II BITE
�RIOR.
�ROR'
79
e)
55
V[ AINATED I.G. GLASS, TYPE GG
7/16- LAMINATED GLASS, TYPE G7
1"LAMINATED I.G. GLASS, TYPE G8
T" NOM. -
9116 ROM,
1-NOM.
3116"HS GLASS-
3116- ANN GLASS
.090"SG-
§G
114- ANN GLASS-
.09v. SG - -
090 SC
3116- HS GLASS-
Ile. H GLASS
.060"SG�
6. LT
I ANN GLASS
3116- ANN GLASS-
5116'AJRSPACE-
- AIR SPACE
1W ANN GLASS-- .74
- R ACE
�j Sp
5116-�IRSFACE- 74
1/4'T GLASS
N
GLASS
1/4' T GLASS
PRODUCT REVISED
with 0. Fl.,Ift
m
83
B.Ildlo, god.
NOA-N.. 17-0420.12
314' NOM.
14- 'OM
31V NOM.
�CR
=a!- GLASS
6
"OM
3/4' NOM.
12412
�pl.tl.. Dot. 0211712020
124-127 GLASS
GLASS
SS
BITE
LASS
GLASS
I
E
BITE
BITE
BITE
By -
EXnRIOR
Mi.. -D.ft ..o..
E�NOR
BI
79
55
m
111 LAMINATED
ED I.G. GLASS, TYPE (36A
9116" LAMINATED GLASS; TYPE G7A
V LAMINATED I.G. GLASS, TYPE G8A
'c
z No. 58705 t
GLAZING NOTES:
"ANN'-ANNEALED
'HS- = HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS.
'T' = TEMPERED
�V&' =.090' TROSIFOC PVB BY KURARAY AMERICA. INC.
rvx
�
GLAZING DETAILS
-SG'=.090' SENTRYGLASOBYKURARAYAMERICX INC.
mvy f000
WIMPACT
1—C I
kL�NMIIFR.P�
L_fGm_ �loc
1-71
7
w HH(U J2 "j'
- Design Pressure (DP)6nd Anehot Uuannfies Required, 51 I :MBximum{3B.forall sizes;
(for all eppravetl cbMlgy2Uons`Gn Sl�eala 2 8 ]j j_._ - __,- P sf
-''-"i °(Creamer utragal bnchamge on 9P,br 135`cdmeh units. ado sheet ll (May ba llmited�b Table lA)
_ ) .o
- .' , _ Doar.Unit Heighl,l"r
.<- ..
aT•.,.. ,,...
; Types 3,
Table appiiesma to GI es
'00"
gd
80., ..
i,g•
3A, 6, 5A, T, TA, 8 8 BA and
ey,']/8• DLO
73718' OLO
]8-T/B" OLO
OS-]/B- OLD
the SBle]Astrepal Types then,
Mchor Gnup
AnchorGmup
Arcim G.-'P
Mohr Group
talkie.
A
B
C
D
A
B
C
D
A
B
L
D
A
B
C
0
Hea1Bill
Gat
G4a1
Gal
G+1
CA+1
G1+
Ga
+1
+
♦1
L4+1
G+1
G+
N
GH
w1
24•
Jamb
B
8
8
B
6
8
8
0
0
s
8
8
0
6
8
6
DLO
P-hoot
6+7
BN
8+1
F+7
7+9
7+8
T+0
'lab
7*9
7+8
Ntl
7+8
T+0
7+0
]+B
7+8
HeedlSYl
G+1
G+1
G+1
G+1
G+1
Gal
Gat
G+I
G+1
C40
G.I
G+1
G+1
G+1
C4+1
G+1
30"
OIC
Jar,ib
e
P
B
6
8
8
B
B
8
J
B
9
L
B
fl
PMON
B+T.gd
_.
M�
e 7
B+7'
] 8
/ 8
7+8
NB
ia5
7-8
7+0+
I /
I`S
HceJ181L"
'Cd-I
C. 1
1
CA+1
G+1
G1
A40
last
G41
+I
Cd.t1j
1
CI+1
C: 1
G 1
8
e
B
8
_ C.'
_8
a.
¢
Pboaw•1!
s -
B•L".J
9+7
T+B
]+a
to
1 r +
i
'E
-.
}Ioa67SN
G*1'
C4 1
G 1.
is t
G 1
G+t
^:•'
cr]
2
42•
_
.vmti
.Gv
• 8
B
9
8
'8
B
B
B
•F
6
- 6
B
8
BI
8
p,6eok
8+7
e+7
aN
e+>
7 8
)+B
AB
] E
] e
CLG
] B
>+P
!+B
] tl
' 7+8
HeaN8111
G+2
LN2
C4+2
G+2
CA+2
A+2
G+2
04+2
G+2
G+2
G+2
Cl-G+2
GH2
G+2
G+2
40'
4L0
Jv;lt,
e
0
B
8
0
6
B
e
B
8
8
10
8
B
8
p{pok
B+T
6+7
8+T
B+]
i+6
7+8
T+B -
7+8
]+B
]+B
7+0
]
7+8
T+8
7+8
]+b
SIII Height to Maz. (+) DP
(Water Infiltm0on Rating)
SIII Filter Height
Design
(Flgar Box, S,ea
Elessure. Pad
Shest,17) I.
Flush - 4-1/7
see note 3
Law-2-117
-46.57
Medium-3-1/4°
+60.0
High-4'
+50.0
SEE NOTES IJ
F PLE ON USING TABLE, SEE SHEET 8.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE SAW SILL.
2) WHEN USING THE 2-1/2• SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS
e0,O PSF MAX. WHEN USING THE 4'SILL, POSITIVE WATER DP IS 60.0 PEP MAX (NEGATIVE PRESSURES UNCHANGED). SEE
DLO WIDTH=
TPx3LE 1A
NOM. PANEL WIDTH-7"
3j 4', 3-114-AND 2-117 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. POSrTB/E DESIGN PRESSURES SHOWN IN TABLE I MAY
DLO HEIGHT=
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE
DOOR UNIT HEIGHT - 10.125-
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
PANEL HEIGHT =
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
DOOR UNIT HEIGHT -1.868"
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
ON LENGTH �',---'
OH RATIO a 1
OH RATIO = OH LENGTH
OH HEIGHT
J
_____
-
_.
'�
�
SValght—� Rsbaga�
T- - Lome stile@
9AsASVago..
sCc'sO CJ
li`As[ragal
lorkt0leN
s'135-Astregal
IMteriorJc
Phook�
InrYstJe@Jamb
Assembly
Sbalghi AsOagal
pssembN I
90'AstmBal
Assembly
Standard Stiles
Standard 58k
Standard Sale
Standard Stile
Standard Stile
Heavy-lutYS[ile
Heavy-duty S01e
Heavy-dutyStile
Heavy-dutyStile
StaildaN Astragal
Outside Comer
Outside
Comeer
Comer
�i rr-'•
Inside
Corner
Outside
I.1de C
Comer
Part a60 (x2)
Part B60
Part H60
Part 960(Stile)
Part 067 (Astragal)
partA60
Pan 0118(Calrner
Part 6119 (Out)
Part A320 (In.)
an N61 Sug
parts#31( 
Partpsl
pe<elver)
(Cam.&Fled Mount)
WOE 1.
CERT.
6 e 22 1 PGTO130
PRODUCTREVISED
as coimplYying with the Florida
SauNOA-No. 17-0420.12
IWE
1F,: No. 58]OS r
T•, A�8 :�4]�
'� S.AO ..... 'NCd`s
//,]1N i LI...t.l
(
TABLE2 . -
.10esign Pfessum(DP)and AnchorOt(antdies'RegDlmd"(fdral(approvedeonfiguiaUohsoliSSLeet3283) -
Maximum DP for all sizes:+60IISO,
• r r '� .?"a , .^_ T' come tn9ai anblmPgs en BO'p I>5 ewrar wits'Be sh el ll� "' .d
-r' 1May'oeBMtedq TaNe.2A).
f
-.—
'�
J
.1
C
rUW
Height
TaGF PPfietPW rypee44A;
>r
AO"---
ae
...
.--Aw
I s
^"':
low..
O
10.i716'DLG-!
0&7IB
OLO
j B,,�A.]t7A 0a¢9.. AUle,t>?;
BB.11B1O
al
.T03/a'
69]/B
DLO:'-
94]IB"DLO
9771B
•6111elAsbegNl TyPes sllpvm belel'1.
AOCMrGmuP
v.AnohorGmup_
- •�An
n rGone
"'
a.'>
More
Group?-•Y
AneMf,GmuP
^
Arc m
reup.-
n..AncM1Pl
Grave
--
.
AncBpr
Group
•fide
A
8'
C
'D
A
B
C
D
A
B
C
D'A
8
D
A
6
C
D
A
B
�C'
D
A
B
D
D
15
•.
04+1
UN
U+1
G+
U+1
G+1
CV
U+1
+
CI+1
U+
+1
U+t
UH
at
U+
+
N
U+
Grt
G+1
0+1
U+1
+
0+1
01+1
UH
G4+1
UN
+1
U+1
Jamb_
01
6
C
6
+8
0
B
0
e
0
8
B
6
0
e
8
10
10
10
10
10
t0
10
10
10
f0
10
10
10
10
10
10
24• DD
&]
TaB
`]+B
7.8
7.3
h8
]+G
]+8
]+B
1+B
1+0
7+8
1+0
&B
B+B
8+B
B+9
&9
&B
8+9
&B
9+10
9-10
Ba10
BHO
BHO
eH0
B+I.
9+10
P-ho.X
6+T
tl+]
ON
G+1
GN
U+1
G+1
UN
rA+t
U+1
U+1
C4+1
01+1
01+1
GC+1
CN1
U+t
UN
CNt
U+1
UN
C4+f
G+1
CNt
G+i
G+1
UH
fA+1
U+1
HeaWSlll
U+1
UN
UH
U+1
U+1
UH
'0
0
8
10
10
f0
10
10
10.
10
10
t0
10
10
10
f0
10
ID
10
b' DLO - Jamb
BI
'8
8
8
B
B
0
0
B
e
tl
a
8
_
W10
9N0
BNO
Pinpk
&>
BN
&>
&i
]+8
)+8
T+B
A8
]+B
-]+B
RB
]+0
748
1+8
7+6
]+8
&9
&9
B+9
&B
&9
&2
&9
&B
9110
B+10
&10
9+'a
a+10
..
HeOWSIIi
G 1
U+1
01+1
CHt
+1
UN
04+1
GN
01+1
G+1
rA_N
UN
UN
G+1
UN
01+1
U+1
G+1
U+1
UH
U+1
U+1
G+1
Ua1
U+1
Uai
+1
UN
NO
UN
8
8,
0
0
6
0
B
8
B
0
0
0
0'
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
B 96' pL0 Jamb
&T
]+e
)+P
hB
-0}8
]+8
1+0
irZ
T+B
NB
h8
C:0
&9
Br9
'0+e
0+0
a+9
a+B
&B
8+10
9+10
to
8+10
0+1I
g 10
5 P-hook .
+7
6+7
8+T
G+1+1
B+]
UM
GN
U+1
t87*8
GN
U+1
GN
U+f
U•�itN
U+1
G•1
UH
U+1
U+1
Gal
Uit
UN
G+1
G+1
U+1
UN
A�2
+1
C5+1
f
+lHae6/SB
G+14T
B
0_
0
B12
10
10
f0
Jambe>,
•B-
..8
0
B
i!8
0
:r+0
R+8
] 0
_
]+B.
[T+O.'1
8
T 8
]
P &
&9
&B
&9
8+9
'&9.
B+9
8+B
&B
f0
&10
fo8+10U
4 7
BT...6+T
2
fAl
-&T
Ua2
C4 R
fM
G 2
G+2
U+2
G 2
Gat
GNP
CN2
+R
+R
G P
U 2
p!Z
U 2
CA+2
CB+2
C&
U+2
G+2
CS+Z
C2
5+2
C&2
CGZ
C&2
' V Jemb-
a
e•"
8'
9
9
B'
B
e'
'8
B
p
lei
1 Al+
_ 8
10
'1
HIO
10-.`
'fo1
p14.
. to
"to
11
..90
'A
tD'
-12
10.
,d0
. to
a Pd. N. S:
b
e
T b
,ti
fi e
_B!7�
&>
&>
f 0
'.YB
i B
9 0
1+8
> tl
-/
T d
B
8+6..-
0 B
@0:
0 0
&9
8+B
&N
a.1
B+ID
Y10
9.10
W10
0+10
9+10
HeaGSIII
GrZ
G+3
U+2
G+Z
U@
G+1
Gr2
G+]
U+Z
G4
0.e2
C.+-
v1+2
54•
��
Jamb
0
8
8
a
B
11
a
0
8
Not available In these sizes
P41acN
&i
B+]
&]
&]
T+B
1+B
NB
]+8
]+B
1+B
h0
]+8
>+B
1+8
]+8
]+8
H BWSlll
IC4.2
U+2
G+2
G+2
G+2
,1,
U+2
Ua2
U+2
U+2
c1+2
G+2
C0+2
U+2
04+1
U+2
60'0
JamO
8
e
0
e
B
B
8
B
10
B
0
B
10
B
8
8
PJaoN
6+T
&]
&]
B+>
]+8
AB
]+B
TaB
AB
]+0
:+8
]a0
NOTES:
()POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3.1/4° SILL.
2) W HEN USING T!{E 2-i/2° SILL, POSITIVE WATER DP IS 48.67 PSF MAX. WHEN USING THE 3-1/4° BILL,
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4° SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
3) 4', 3-1/4" AND 2-1/2- 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.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED, -
THC FGLLOCiII'^^TILEBA"TRAGALTYPES SHALLBE'USEL`FIJRTA9LE�5=F S1-FETSia 22 P90-Ast(a
Sill Helghtto Max. (+) DP
(Water lnatrat1on Rating)
SBIRlser Height (+)CesNn
;Flats Box, see Pressure, psi
I PANEL WIDTH - 7 a
DLO HEIGHT=
T
�
DOOR UNIT HEIGHT-10.125"
OH LENGTH
Z
PANELHEIGHT-
I�
4:
DOOR UNIT HEIGHT - 1.866'
w
i
O OH RA-t1021 --
Q
PRODUCT REVISED
G
0
O
s plying with the Mritla
Bu11of.B
1
Gotlu
NGA-Ho. 17-0420,1I2
P.aph than Data 02/17/2020
OH LENGTH
ON RATIO = OH HEIGHT
ey
Miam- a rbeoe Denre
G 1� Lr1P ACCF\IRI V h.^-TA'!
,
'-Straight As[agal
licYstile@
9P Astragal
' Lockihe+
L'S•Athagai
:`Lockstlie.@
Interle4
P-0eok
Lockstll¢@Jamb'
Assembly
Slaight A50agal
pssembJy
90'A5[mgal
Assembly
135'Ashagal
Heavy-du[y5tlles
HeeW-duty Stile
HeaWduty Stile
Heavy-duly5ole
Heavy -duly Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Sole
Heavyduty StIN,
Standard Astagal
Outslde Corner
OUWde
Insl e
Coyne
^�I
Corner
Comer
OuWde
Inside Comer
Carnet
Part_961 h2)
Part861
Part 961
Part 0115o1e)
Part U67(Astragal)
PaRg61
F.M961(Stile)
PartgelCeever)
partxil9(Out.)
partg120 (InJ
Part U61(Stile)
pettiest
(Corn&Parth,p31 FBI Mount)
CERM WAMOIN100
a 22
A- i Na.5B706 � S
PE
TAPI F 3A
TABLE B--
`•¢'Design PressiJie (DP)and
•— .:_ _ _ __. _ ._ _
AneHorOuangges Required (forai)approved eo111lguratloh6 ofi Sheots 283) 4 Maximum DP shown below
_
'Sill Helghttb Max (+)'OP
1,a 'Y --,a
`Fwcoree asBagel eocharopaon 90'or 1361 mrnar un0s eo a}iea[111 / _ (Maybailmlt 4by Table 3A)
Rate" filhaOonRat g).-
.x.
'..t
,.
D..r Udt Hel t: 1 f1 .- _ - .'
's(Fiat
6111 Fuser Hel9ht
-
ODasyln.,
Tohleeppll tip Glpaa Types 44A
.: 60'A 64 tq_J, 99y 4: 10; _'. -0pB t
LwiT
or Box an
Pressuti
=6, Bd84 ehd the
/H DLO i9-J185 LO _. _c•n937[H DLO I" ...9 .LB DLO .,,. _i .9J•i B'DLO x
tv9-L60 w c-
Or+):
Bheel 17).�;
pst'
fu1:77/
9i0dAe12gal typos shovm bebw.
Anchor Gmup F `Anchor Group Anchu Gmm Amlpr Omu
Anchor Gnup
Anchor Group,
Flush-l-i/2°
sea now3
A B G 0 A B C D A B C D A _B C 0
+Fp0.0 I
G+1 Ga1 G+1 Gal Gil G+1 G+1 G+1 G+, G+1 G+, C4+1 Cd+t G+, G+i G+1
A B C D
-Ma2. a
G+1 G+1 C441 G+1
A B G' D
+' Pa
G+1 CIO G+1 G+1
Low-2-12
440.67
Ce OPmssure
Metlium-31/4°
a60.0
high-,
+80.0
24'
ti
Xead/SYl
e B Si 0 6 B 6 B 0 0 0 8 B
,0 10 10 10
10 ,O 10 t0
SEE NOTES
DLO
Jamb
B B B
a+9 B+9 649
819 Bag 8+9 8+9
IP-0uok
6+7
8a9
Des¢n Pressure
+FW.D
psf
4/4I2.6
Pal
' .
,l-i6.0
sf
'
Heal H
C4+1
CO+1
C4+1
G+1
G+1
Gat
G+,
C4+I
G+1
G+1
G+1 G+1
C4+1
G+t
G+1
G+1
Git
C4+1
C4+,
Gal
G,1
Git
C4+1
C4+1
Dw
'Jamb
B
8
0
e
8
8
6
6
10
B
8 8
10
6
'0
B
10
10
10
10
10
10
10
10
6
P-hook
6+7
B+]
6a]
6+T
7+8
T+0
JaB
N8
i+8
M6
i+5 7.6
AB
7+8
T+8
T+0
B+9
a+9
8+9
8a9
019
B+9
1 9+9
0+9
,
De nPressure
+/--900 Pur
+IJ12.9
psf
+/-]6.a
of
p
Meatl5li
+
G 1 C4a1 G+1 G i, C4+i G ,
+
N G+ G+1 G+T p+f U i C%CSf1 G„ G ,
Cr 1
CSa1 C5+1
C4+, G11
G!4
C5+1 ,
C1+1 C4+1
�QW
a JJnb�
,P-bOdK
10
6+7
_B<.
6+T'
B- 6
6+J 64P
-10y 8
+E 7 0
B
7 B'
_8
948
,G d. -i+ B 12_:,10 6
7+e AB' '7+B 7a8 644 8+9 B 'B+g.'B+9
"-12
to
649
-10-
8+9
8+9
P
10
849
110-'
W9.
10
8+9
10
B49
•,
•OHLENGTH.
$
P,f ...t < .1 •__
L6a2 C5a2'Lril2 C5+2 C5+2
-
•
DaspOPfaa4Ga-
_
_
_'.
_dhy00
+/Yt.
rs+_ C5+2
or.m
GF 02'
-+Fi 6.0
C 1z Gs+z
n
C6+2 c5+z'
r
25`
DLO
_ xtl1511�
Il Jemb
G+2
10
C4+2
0
G+2
8
G+2
B
Gat
10
Gs2
0
L4a2
0
G3+2
6
L6+2 rw+L C9+2
12 10 9 9 12 f0 8 0
'i2� 10
10 10
12 1G
10 10
IPhook
7+0
7+0
]+6
T+B
To
T+B
7ae
7+8
6+9 8+9 0+9 a+9 8+9 B+9 B19 B+9
Ba9 8+9
8+9 0+9
6+9 0+9
849 8+9
wof
pas Opress.
+/BO.Opsl
See
NoleA
+/d2.b
Pat
+7-75.0
PST
2 DI OH RAT102,
41'
Head1S11
C6+2
C6+2
G+2
G+2 LSa2
C5+2
CS42
C542
C6+2
C5a2
C6+2
C5+2
C6a2
C6+2
42 C812
LW2
CH2
C5a2
C5+2
Gat
C6i2
C54,
C5a2
=O O
DLO
IJanb
10
e
8
0 12
10.
8
B
12
10
6
14
12
10
f0
14
10
10
10
Pinsk
T+B
1 NB
1 9+8
1 1+0 1049
0+9
8+9
8+9
8+9
Ba9
Ba9
8+9
9410
9+1D
+10 9+10
9H0
W10
9+10
9NO
9a10
9+10
9+10
9a10
y�
EXAMPLE ON SHEET 9 OH LENGTH
NOTES; '-
OHRATIO=
OH HEIGHT
1) POSTIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4° SILL.
OLD WIDTH =
2) WHEN USING THE 2-1/2-SILL, POSITIVE WATER DP IS 46.67 PER 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 PRESSURES
NOM. PANEL WIDTH -7"
UNCHANGED). SEE TABLE 3A.
3)4',3-1/4°AND 2-1/2° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-1/2' SILL IS NOT AND
IS NOT REQUIRED.MAX. POSING DESIGN PRESSURES SHOWN IN
DLO HEIGHT=
DOOR UNIT HEIGHT -10.125'
PRODUCT REVISED
scomplyin0 with thv Florida
MUST ONLY BE USED WHERE WATER RESISTANCE
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT=
9alld,ng ceao
Now-Nv. �7-0420.12
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT- LB68'
4)SEE SHEETS 10-i4 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
ezplm6on onto o2/17/2020
6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
ay
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.THE
Mla I-oa roauns Centro
CUL&,1NG STILE`&ABTPAGAL TVPES'SHALLBE'USEDFOPYABLE3 eE=SHEETS 21&22 FOR PART DIMEN.SIONSAND
SHE ETSI&&19FORASSEMBLYDF-TAILS.
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Heavy-duty Stile
-He.Wdury Stile
HeaWdaty SlBe
Heavy-dury5tiie
Heavy-dutystiie
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Part tl119(On)
Part tl120 (InJ
parts i/31I&tp32
Part tl61
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- SEE CS CLUSTERr AX. / SEE C5'C USTER DETAILS FOR ASTRAGAL,I [
r! SPLICE'- _REOUIREO(aJ.- ,,(pERPEN0ICULAR TO GLASS DETAILS.SHEET fO;F,OR .REQUIRES 6 SHEET IO�FORINTERLOCK' - I —
r'- NOTE �' "EXTERIOR - PLQNE) SEE TABLE 2 SHEET INTERLOCK 24'MAX. O.0
[ CLUSTER: SEE I
MAX
f ,.• _ IY�NO+ �4& NOM I
'� rb THI$ .i POCKETS
— JF DETAILS', SHEET U t 1 s a+ g
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r
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x
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& SHEET 14
SHEET 14 gENJEEN P-HOOK I '
I
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x ANCHORS
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o
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O
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-
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—
ANCHORAGE END PANEL
ANCHORAGE
•� x
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x x
xxx
6'NAX. (SEE
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ANCHGRAGE
gNCHORAGEANCHORAGE
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E' MAX.. —
gNCIgMGE
ANCHORAGE
ANCHORAGE
2.04'
_
1
OF PANEL 1
EXAMPLE: 5-PANEL.2 TtACK 90° OUTSIDE CORNER-oXX/XXO - EXT.MOUNT POCKET ANCHORAGE PLAN'
24" MAX.
40" x 96" NOM. PANELS, ANCHOR GROUP:C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 0)
--`—
O.C.
g• SPLICE NOTE:
NON-STRUCTURAL
_
ANCHORAGE EXAMPLE NOTES:
ANCHORS MAY BEADDED
1 1) APPROVED ANCHORS: SEE TABLE A SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
48'
CENTERLINE OF QUANTITIES SPECIFIED IN TABLES I-3 SHEETS "I
NOM.
•)
INTERLOCK HEAD & SILL: MAX. FROM FRAME. CORNERS.
USE SPECIFIED IATE
PANEL
SEE-05'CLUSTER TERLAPPROCK AND
SHTS 6-8 AT EACH INTERLOCK
TABLES,EATRAGARLOCA AND
WIDTH
DETAILS, SHEET IO STRAIGHT AND CORNER
STRAIGHT AHEDQUATITYO ASTRAGAL LOCATION,
FOR INTERLOCK
PLUS SPECIFIED QUANTITY OF ADDITIONAL
"+2° ANCHORAGE INTERMEDIATE ANCIIORS PER PANEL.
ADDITIONAL ANCHORS 24" D.C. MAXIMUM.
AS NEEDED TO ALIGN THE
Tom+ HEAD OR SILL IFASPLICE
21'
OCCURS AT THE P-HOOK.
MAX'
PRODUCT REVISED
O.C.
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Code 17-0420.12
Ng.
h5.64"
Expinftr oaf. 2/17/2020
6° MAX.
BY/ .
miami-oa .oaun ceno-o
3.5
_ C.NTEr7i.1,NE JAMDS 8 P-HOOKg: $C PMA FROM BOTTOM. 21' MAX. ANCHOR PAIR O.C. LEES.(JAMBS).14' MAX. ANCHOR
OFP " tzf '�' OC (P-HCCK)UTILIZAG/VJCHOR QUANTITIES FRCM.A^PROPITIATE TF13LES SHEETS 68. SEE �2-TRAU:
ri1 + [•i P+HOOK ANCHOR DETAILS ON SHEET 14. :...�� - F/�' 'PRAMS JAMB -
"+2" ANCHORAGE ANCHOR PAIR
REQUIRES SEE'C5" CLUSTER END PANEL
-C6'CLUSTER, SEE DETAILS, SHEET III CENTERLINE
.�IIIANCHORAGE
DETAILS, SHEET II _OF IN FOR ASTRAGAL (2 AND
[--OF HORS) B•
I INTERLOCK II ASTRAGAL MAX
i4.051' �I3.5'
T� CENTERLINE I� CENTERLINE • CENTERLINE = d ? Ne. SBfiS
EXTERIOR �/ I~OF PANELS -.2-ANCHORAGE I -OF PANEL '*2'ANCHORAGE I"' --'OF PANEL
V L,/ 7
SEE SHEET II FOR OTHER INTERMEDIATE ANCHORS _._ _ _ =_70 �. / )$JI -4. rfCc
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6. DIAG
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T
5.64'
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3.5"
EXTERIOR 7'
I
EXTER11 4'0!AG. -„ -�-4
EXiEftlOH � 7,
fl ' MAX.
' -
2-TRACK FRAME HEADI$I
2-TRACK FRAME HEAD/ L
V 2-TRACK FRAME HEAD/SILL
ASTRAGALOR INTERLOCK K
5 64'
' AL OR
K
ASTRAGALER CLUSTER.
(USEWHERERE USTEP
USE LVHk.^.E5U.IiSTER
( FRAME JAM
6'MAX.
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USE WHERE 4(.LU^TER
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ANCHOPSFRC.REQUIf REQUIRED,',
RFDUIRED CR° ANChOR PAIR-
e
I ,ANCHORS ARE'REOUIRFD
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I - wfi 4
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r
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CENT 'C6' CLUSTE TAIL) a� 3.5-
CENTERLINE
3.5"
3.5'
T'
ANCHORS MAY RE INSTALLED
21"
El ERINTHEEXT.ORINT.
MAX,
TRA K(INT.SHOWN)
2A4'
.06" 4.0
2'
NOTES:
I
. ALL DIMENSIONS SHOWN
5.64 ERASED ON MIN.
4'DIAG.
w 7'
¢ RIOR 3.5'
3.5" 6
ALLOWED.
2. FOR HEAD OR SILL SPLICE
RIOR 7"
�/L CK FRAME HEAD
I'7
v 3-TRACK FRAME HEADISILL
LOCATIONSIANCHORAGE AT
3-TRACT ME HEADISILL
®AST RLOCK
ASTRAGAL OR INTERLOCK
3- CKFRAMEJA
P-HOOK SEE SHEET 9.
RAGA L ORINTERLOCK
(USE WHERE 5'CLUSTER
USE WHERE BCLVS'fER
( A
(USE WHERE 4 CLUSTER
ANCHORS ARE REOUIRED,'C4U
ANCHORSARE RE']UIRED,'C5")
AI RS ARE REOUIR' C6°)
PRODUCT REVISED
mplYo a wiN the Moada
aulimnaG
SPLICE LOCATION
ASTRAGAL OR SPLICE
FOR SPLICE FOR SPLICED
ASTRAGAL OR ( CONDITIONS ONLY:
CONDITION, DO NOT
E
Noun. 17.0420.12
ASTRAGAL OR
(FOR
INTERLOCK
INTERLOCK
USE THIS DETAIL) SPLICE LOCATION
eapiouonoata02NT@020
INTERLOCK-1—IF NEEDED
CENTERLIR�
I CONDITION, USE
CENTERLINE •C6° CLUSTER DETAIL)
CENTERLINE IF NEEDED
3.5'
eY
•
1.75•
b' 3.5�
3.5'
3.5' 7"
r._ I . I
vrod oe Control
4' DIAG.
2.04'' 4" DIAG. 2.04"
2.04"
2.04'
5.37"DIAG.
4"DIAG.
4.0e.
4'DIAG.
s.5"
I
TG
��........ .Nqf
EMERIOR 7"
—
EXTeR100. T' 3.5"
``P��;'tIeENSF'. 0
'•.p
EXTERIOR
4-TRACK FRAME HEADISILL
4-TRACK FRAME HEAD/SILL
T7_
V 4-TRACK FRAME HEADISILL
QASTRAGAL OR INTERLOCK
j*; No.5B705 =
'; ty.[
0 ASTRAGAL OR INTERLOCK
WHERE 4CLUSTER
eSTRAGAL OR INTERLOCK
FUSE WHERE 5CLUSTER
(
(USE WHERE B CLUSTER ANCHORS ARE REQUIRED.
SPLICE CONDITION
=A '•, / { )�'iK;
(USE
ANCHORS ARE REQUIRED,
ANCHORS ARE REQUIRED,
WITH
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3.5"• 4' 3.5' 4- 3.5' 4• •+2'ANCHOR
2.04' E%TERIOR 2.04' 7" 2.04" EXTERIOR 4" 2.04' 7'
' E%1ERIOR E%IERIOR
� 2.04"
90° CORNER GO- CORNER 135° CORNER 135° CORNER ° 4° DIAG.
2-TRACK FRAME HEAO/SILL 2-TRACK FRAME HEACICTLL 2-TRACK FRAME HEAD/F!LL 2-TRACK FRAME HEAD/SILL 3,g I
(USE WHERE 4 CLUSTER (USE WHERE5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER CENTERLINE
.ANCHORS'ARE REQUIIRED."C!D ANCHORSAReREQOIRED,°C6")'- A.NCHCRS ARE REQUIRED,'CCD ANCHORS ARE REOUIP.ED.'C6')_ - �OF PANEL c -
-,
.-
e , .. 4,utl" . "._+VANCHOR ' ;' '+3°ANCHOR ...
INTERIOR 4 3.5° INTERIOR 7.4V -
90° 7° 135' 2.0 4'DIAG.
. ° 3 E%TEItIOR
3.5' 3.5'
4.08' 4.08' - 7"
5.37 G. 5.37" D 7' CENTERLINE
CENTERLINE �OFPANEL
3.5' 4° 3.5'• 4 OFPANEL 2-TRACK FRAME HEAD/SILL
ON INTERMEDIATE ANCHOR LAYOUT
E%TERIOR E%TERIOR T"' 4^ INTERIOR ^}2^ANCHOR
7" E%TERKM ALL
CORNER VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME H ADISILL
('C6" ANCHOR CLUSTER REQUIRED (°CB° ANCHOR CLUSTER REQUIRED
LY
AT ALL 3-TRACK CORNERS)
ATALL 3-TRACK CORNERS)
_ 4 DIAG.
PRODUCT REVISED
as mpiyingg with tho Flnrltla
INTERIOR 6.12'
INTERIOR
2.04'
0u➢41R➢ea4e
NOA-No. 17-0420.12
2.04"
Explratlan ➢am 02/17/2020
4• ExTERIOR
5.08"
CENTERLINE
OF PANEL
nr /
INTERIOR
Mlaml-OaJ ro4ucl Control
INTEROR
so,
I �.. 135°
"+3°ANCHOR
..3.5 ..
_ �_4.
_!T
GAT
AG.
6.12"
4.08'
7" EXTERIOR
LG4"
3.5° 4"
4-DIAS 3.5'
3.5° I
Ifl llDr
EzrtRIOR 7' E RIOR 4 CENTERLINE
204- �OFPANEL
p - . '.,
90°CORNER 135-CORNER
�`�1�-'UOENSF
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILLN0.56705P'=
('C8" ANCHOR CLUSTER REQUIRED ('CB°ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHORLAVOUT
= ' �
ATALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) SIMILAR)
(3-TRACK
NOTES:
T. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS.
rwp rEWWCLIXirGANE
NwN¢Q K U27e
R°1Ie�1�
Aum>Gmee
bIT
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ANCHORAGE EXAMPLE CLUSTERS
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A.
SERIES 770 ALUM. SGD-LM IMPACT
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(-
,Y SEE TABLE A,'SHEET I2-1116
EXTERIOR
r 114
._�
=
_
- +e:;". ..MAX
ArERIOR C� SHIM E%T:
SHIM
BELIMENT: 7
t
9 TABLE A. -1
SHEETI
WOOD ANCHOR TYP.,'
2XWOOD WOODANCHORTYP.,
2X WOOD
SEEANCHORNOT
TANCHOR SEE ANCHOR NOTES
TYP., SEE ANCHOR
&TABLE A, SHEET1
NOTE NOTE 3. 3. SHEET STABLE A. SHEET I
NOTE 3, SHEETI
2-TRACK TRAMS HEAD
r� 3-TRACK FRAME HEAD
WOOD INSTALLATION .
�;?,R OD INSTALiJTTZ"I
• '.`W000`ANC+10R iVP I' 2%MOOD ",
WCDUAf Lh OCTYR, 2XWCOD
0 TES TYP'SEEANCHOR +^ SEE ANCHOR NOTES TYP•SEE ANCHOR
SEE ANC i' F:NO ..
'•BTABLEgSHEET, 'NOTE'3 SHEET`TE" SA:Eci 4- Gifi
EEIAId6HOR ' I II j
Ee�.&TABLEP
".ANCHOR }" ' IA4 I '
TE 6, SHEEP (
NO E6
SHEET,]_
1(1/4•MAX.)
(1/4" MAX.)
T
EXTERIOR
E RIOR 1 1
a �
i
-
EDGE DISTANCE:
EDGE DISTANCE:
SEE TABLE'A, SHEET 1
SEE TABLE A SHEET,
EMBEDMENT: SEE TABLE A, SHEET,
EMBEDMENT: SEE TABLE A. SHEET,
R2-TRACK FRAME SILL
. WOOD INSTALLATION,
3-TRACK FRAME SILL
Ew WOO (INSTALLATION
EMBEDMENT. SEE
TABLE A, SHEET 1
2X WOOd-
TYP.. SEE ANCHOR —
NOTE3.SHEETII
2-1/16"
&TABLE A. SHEET
EXTERIOR J--yaaIVVIIIILLLLVVulllll))IIIII
1/4-MAX. SHIM --I I+-
E 2-TRACK FRAME JAMB
mow/ WOOD INSTALLATION
EMBEDMENT: SFF
TABLE A, SHEE
2X WO06
TYP.,SEEANCHOR
NOTE 3, SHEET,
WOOD ANCHOR TYP_
SEEANCHORNOTES
& TABLE A. SHEET 1
EXTERIOR
V I/4'MAX.SHI
. EMBEDMENT;SEE TASLE A,SHEET 7. -MIN, OF3 THREADS BEYOND
- -
-EDGE DISTANCE:I`L,- - THE
METAL SUBSTRATE
SEE TABLE A, SHEET,
NbTEB
z
21/16
-' _1/4
- '
'1ALUDIMENSIONS
MAX
SHOWN ARE BASED, j
• -i y
rs
SHIM
ON MIN. ALLOWED.' "
-
_
_
2. METAL OR WOOD
SUBSTRATES MAY BE
I_
USED FOR ALL FRAME
TYPES PER TABLE A,
METALTYP., SMS ANCHOR TYP.,
SHEETI.
SEEANCHOR SEE ANCHOR NOTES
NOTE 4, SHEET, &TABLE A, SHEET
• DIAGONAL O.C. IS
4-TRACK FRAME HEAD
MIN 4- (HEAD & SILL)
A1ETAL INSTALLATION
OR 6' (JAMB) SEE
SMS ANCHOR TYP METAL TYP.,
DETAILS, SHEETS 10 & 11
-_SEE ANCHOR NO TES SEE ANCHOR
,I
EE I- &TABLE A, SHEET) ,NOTE 4, SHEET I:
MIN
OF 3 THREADS BEYOND -
-
-
f -_ANCHOR' `'_ 4''
' NOTE 5, THE METAL SUBSTRATE
SHEET 1
l-.
IXIENOR
EMBEDMENT: SEE
TABLE A. SHEET
EDGE DISTANCE:
SEE TABLE A, SHEET 1
e4-TRACK FRAME SILL
Ew MET AL INSTALLATION
EMBEDMENT: SEE pRDOUCT REVISED
TABLE A. SHEET 1 z p,yinE wI,N tEa Fla.lea
" BNICIn9 GOOe
ROR-No. 77.0420.'12
EDGE DISTANCE: expimlipn Data 02I77/2020
SEE TABLE A /
M =41111 SHEET
NOTE4, SHEET
SMSANCHORTYP.,
SEE ANCHOR NOTES -�
&TABLE A, SHEET firy
EXTERIOR `
1/4- MAX. SHIM
2-1/16"'
MIN. OF
THREADS
BEYOND THE
(III
: N Y LYN
METAL
,. EN,
: `c1� � ,JOENSE
SUBSTRATE
_- TF Na. 5,05
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INSTA IONDETAILS
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EMBEDMENT• SEE TABLEA S T1 - . ,
-
E MSEDMENT; GEETABLEA SHEETI,
,.
NOTES:
DIMENSIONS
AN
GEDI5T CE
eEDGEDISTANCE
8 OL II
A'r
EDG§DISTANCESEE'
j
�i
SEE TABLESi SHEEY'I/-"- CONCRETE-
C tfbEE TABLE A SHEETI
WNARE BASED_
--�•'TS fA"r31
rn Sc�i
CONC 1F1
�f ! t
A, SFIEETI\ CP.OERT. E
_
R TABLE
<1 21/18"
ON MIN.ALLOWED
A,
_y{7ABLE
Pam.
St ETg1 I K
2 1)16
r A,
SH ..
A
.
21116' - A HEET I+
.�. r.
an,l
1/4
-MAX
DIAGONAL 0.(
MIN 4'.(HM&SILL)...
•--y, l..Y b
- i r
f tj
SHIM' r
:I
%TERIOR
7j
OR6-(JAMB)SEE--
SHEETS
(`��
114 R
DETAILS,
EMBED ENT: J
1/4
EXT
pOT
1
1a & 11.
SEETA EA,
MAX
SHIM
SHIM
SHE T 1
PROPE YSECUP.EDIX CONCRETE ANCHOR TYI OODR6 SECUREDiX CONCRETEANC
O TYP., WOOD BUCK TYPR.SE SEE ANCHOR NOTES TVP.,
'8 SEE ANCHOR
WOODS TYP., SEE, SEE ANCHOR NO
& OD BUCK TYP., SEE SABLE A, OHN
NCHORN NOTE SHEETSHEETI
RNOTE3,SHEETI TABLE A, SHE 1 ANCHOR NOTE 3, SHEETi TABLE A. SHEETI
.
-
ANCHORNOT TABLE A. SHE
ANC
3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
-
2-TPA ME H
C It:S iHLLxno CONCRETE INSTALLATION
LATION
°z-PROPE(2L SE
RED 1X CONIC EANGHOR --_, ROPE SECURED 1Y� S rCONCRETE ANCHOR T/R PROPERLV SECURED 1X
."DAU 'Y R ESEE WOOOBUCI< ;C RED I f
Ss
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'f' . SEEA%!CHORNOTE'SU ^Wif)ODBU '
'$EE ��C SSE ANCHOR t.�1,r9 R.: r ANCHOR NOTE&. -
TYPc\SEEL'J TE
iA E A, SHE 1 ANCHOR IJO
3, SHEET r
TABLEA,SHEEYI ANCHOR NOT eSHEEi1^- TABLE A,FHPVIa alwn"-nU7 eFEEt ., _
! ODE I 6 EANCHOP.
•�__ _ -
'
ANCHOR
EE ANCHOR
NOTE 5,
NOTE 5,
N TE 5, SHEET
1
SHEET 1�
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1-1
MI ,if
7.105"
0.080"
.5-
F
l
1,50
1.211. 1 5, M 11 t
0.081" 0 3-TRACK HEAL) 2-TRACK SILL WISCREEN TRACK
(6063-T6 AL) (6083-T6 ALI
I
9.14Z
4.49'
0,080,
rj
21 1.
04-TRACK HEAD 2-TRACK SILL
(6063-T6AL) (D(6063-T6 AL)
1.514- 0.062-
F_7� 0,6�r3�Z- 0 7��
1.260' 0.0601, f �-_ 199
1.516.
L
%ME.HEAD/JAMB SCREEN 102 FRAME SILL SCREEN FRAME SI,0N LL SCREEN
O ENOADD
(606346AL) (6063-T6 AL) (6063 _T6 AL)
REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS
OR3110-MASONRY OR3/16'MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24- MAX. D.C. ANCHORS @ 24' MAX O-C
CMT.OFAMpMS69
8 720
1.36
_16 Fd
T _71
•
062'
SCREEN
STILE
6.1981, (6063.T6 AL)
r 5,069'
I993" 0.062,
1.
&TRECKJAMB
(6063d0 AL)
B 4-TRACK JAMB
(6063-TO AL)
21 122 1 PGTO130
I
SISCIEEN'
TOA RA
0.875"
(9D,TT S0 OMSCREOEN RAIL
(6-00 _T6AL)
PRODUCT REVISED
RODU ��EV'S
C-1
._P. Fbritlp
7-'�4
B.Ildt., cod.
17.0 20.12
-P
�t ..... ... 07JI 12020
Etc,lIrmt.. D.f. OV17MO20
N., 58705
"MIt",
A.LYNNIMILLERPE.
P.E.0 ISMS
7.1
I J.• O�180:D� �_ �083°("52057 ��3.602 11 00623043-'�� - 75 L•-I 3802' 1 89.
-J�-t u b y r K L. s t i li r 0]98 7163I i
•0.2fi1. QO80 _ i 0.075"P' J. - 0.233 0.062
SILL P-HOOKMOUNTING //��P-HOOK SCREW
5 SCREW COVER 11 TRACK 36 P-NOOK 2s ApApTOR `C;I COVER 0.080" 36 PJi00K FOR -BOX RISER
(6063-T6 AL) (6Q63-TEAL) (fi063-TB AL) (6063-TEAL) (6063-T6 AL) (fi063-Tfi AL)
sss 4'
.155 2.30' id88"-- 1.739" y
0.080" }r r 0.062 - `���-..J// B 1.33T h'^
0830 I �� i�0.733' { 0 0062'
080. i.°.7f IN� V 1 0--1.888
__ 0 06 0 325 -
1974 fr I `.. 125-��' i'-3te5 r-'--+: 1 �I� ., 0.0.,.i
)` 2.44 _ �Cf, INTERLOCK INTERLOCK
0 @ _
at 135' CORNER 37 tT35 CJYEO MOUNT @ 4TANDARD SriF E - 61 HEAVY DUTY S71 6+ %
(8063-T6 AL) (6063-Tfi AL) (6063-T6 Ay �(6063-Tf: AL) ADAPTER SCREWCOVER
(6003-T6 AL) (606346 AL)
I. 3.979" 3.970"
I- -- 4.125° 1.0501,
I-+'i t 050' I^'jI 1 050.
0.075"5 �_JII 0.075° 1.645" 0.062" 1.304°
.269' .61P .485"
.046'
3.25' .045" %+-
0, 26- - 0.281"
GLAZING 7116" GLAZING BEAD LAZING
s7 STANDARD ASTRAGAL 00 HEAVYDUTY ASTRAGAL 69 T063BOTTOM RAIL 79 �� BP e1 PRODUCT REVISED
6063T6 AL ( ) ( ) BEAD LG. DEAD; FIXED READ s complying with mo Florida
( ) 6053-T6 AL 6063-T6 AL 6063.T6 AL PANEL CLIP 8063-T6 AL 1, U ( ) ( ) as
ode
' .. (8063-Tfi AL) NOA-No. 77-0420.12
1 003 03
Baptratle 211712020
„• 0757 0.080" 1---o
5.621 n01Nla,aAn'tcontrol
ID5 MED - .9" 2.893. ) F-
4"@PANEL CLIP II 11 1.498" 0.133" 1.498"
.550" 0.863 _
O'709' 120 I'VED PANEL 5.621' -^I 1p qr
r @RETAINER. 7/8' 2826• I� 6063-T6 INSIDE ASTRAGAL P�pNy LYN,y��/.,
0.080°-�-II-.--� (6063-TB AL) 11890° OUTSIDE CORNER ASTRAGAL ( ) �;•'(ICENgF'. �(
FXEO PANEL Its 90'CORNER RECEIVER (8063-T6 AL)
106 RETAINER 9l16" (6063-TEAL) _ * No 58705
(6063-TEAL) 72._
mil""II Ri 11 I
LERT. OFnUIK M20I 1 ( f--'I JCi1CJ//U HL""*JVV-"'/IVI""
e..NM
,vorsm..','iti �s6o->ro NTS 22 < 22 PGT0130
! ;I
'j , n -
SCANNED
BY
MIAMI-:DADE$S4. Lucie County
MIAMI•DADE
a
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc'
4076 Technology Drive
North Venice, FL 34275
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
IJvitngtJurisdiction (AHJ).
fiist h(OA shall not be valid after the expiration date stated below. The Miami —Dade County Product
ortt'l'h' See ion "n Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
lie',!ght to have this prod cttor;material tested for quality assurance purposes. If this product or material
Mail"s,to perform in thea cceptemanner, the"manufacturer will incur the expense of such testing and the AHJ
�0p
ay
rmmediat'I revoke, mo iiy, or suspend the use of such product or material within their jurisdiction.
I i r erves the right to revolte this acceptance, if it is determined by Yvliami Dade County Product Control
Sectroh that this product or mat ' ' nee to requirements of the applicable building code.
Cl'ii's product is approved de ribed herein, an as been designed +o comply with the Florida Building
Code!' ricludin ,the Hig /el city Hurricane Zone.
Fixed Window - L.M.I.
VAL DOCUMET4 , Drawing No.-720-820.1, titled "Fixed Window Installation Guidelines",
hrough 11 of 11, date , with revision C dated 06/06/17, prepared by manufacturer, signed
d by Anthony Lyno,N,iller, P.E., bearing the Miami -Dade Cot•nty Product Control Revision stamp
Notice of Accept tm er and expos ton iami-Dade County Product Control
E IMPACT Tt1Nt a Large and Small Missile Impact Resistant
NG: Each un' tiaLll bear a permanent label with the manufectur ame or logo, city, state,
•ies, and following; sta e c ontroI Approved", unless otherwise
AL of this NOA shell, be considered after a renewal application has been filed and +.here has been
in the applicable building code negatively affecting the performance of this product.
1ATION of this NOA 'will occur after the expiration date or if there has been a revision or change
terials, use, and/or iriaaufacture of the product or process. Misuse of this NOA as an endorsement
)duct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
with any section ofzhis'NOA shall be cause for termination and removal of NOA.
ICISEMENT: The'•11OA number preceded by the words, Miami -Dade County, Florida, and
by the expiratioi, datr: riray be displayed in advertising litemture. If any portion of the NOA is
then it shall be done of its entirety. a`
rION: A copy ot"$is entire NOA shall be provided to Gle user by the manufacturer or its
rs and shall be availAte for inspection at the job site at the request of the Building Official.
L revises NOA416�062914 and consi� sf this page 1-and-evidence pages E-1 E-2 and E-3, as
proval document medtioned above.
itted documentation ,was reviewed by Jorge M. Plase , P.E.
NOA No. 17-0614.It
reeourrrr r Expiration Date: February 19, 2019
iI �,��o f /r7 Approval Date: October 12, 2017
•. Page 1
jTlt,i"Yf�
•"1 ' IC
,..,S:r`-
�:,C fit•.
T
.P !0
us es, Inc.
NOTIC-EI)F'ACCEPTANCE: EVIDENCE SUBMITTED
I)RAWINGS
Manufacturer'§ die drawings and sections.
(Submitted under NOA No. 03-1105. 01)
2. Drawing NO. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 'of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by
manufacturer -,'.signed and scaled by Anthony Lynn Miller, P.E.
Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along Nvith iaaiiced-up drawings and installation diagram of a PVC sliding glass door,
a PVC fIxedwindow andan aluminum sliding glass door, using: Kodispace 4SG TPS
spacer syste DurasealO spacer system, Super Spacer® NXTTm spacer system and XL
L Edggm spad6f system at insulated glass, prepared by Fenestration Testing Laboratory,
[nr.; Test'Re ports No. FTL-8717, FTL-8968 and PTL-8970, dated 11/16/15,
06/07/16 and,.06/02/16 respectively, all signed and scaled by Idalmis Ortega, P.E.
(Submitee4 abider previous NOA No. 16-0629.14) S202
-2 Test repoyz,� on- 1) Air Infiltration Test, per FBC, Tk -94
L Tniform Static Air Pressure Test: Loading per FBC, TAS 202-94
3.) Water Resistance Test, per FBC, `PAS 202-94
Large Missile Impact Test per FBC, TAS 201-94
-p;�T FBC, TAS 203-94
5) Cyclic Wind Pressure Loading .
Vt Forced Entry Test, per FBC 24 fl.5.1 1, and TAS 202-94
C- along with fn41L&d-up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory', Inc., Test Report No.
FTL-72-12, &.led 03/21/13,-sigaed and sealed by Marlin D. Brinson� P.E.
i
-bide (Submitted i.. r NOA No. 13-0502.03)
Test reports 1) Air Infiltration Test, per FBC, TAS 202-94
0) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
Water Resistance Test, per FBC, TAS 202-94
Large Missile Impact Test per FBC, TAS 201-94
Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with, -up drawings and installation di*am of at,- aluminum fixed
window,. prep.a ed by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL73835 and
A-L-3850 dated 07/18/03 and OV-003 respectively, all signed and
I
sealed by J6se 13','C. Chaii, P.E.
(Subm itted ukhrer NOA No. 03-1105. 0-1)
Li: f7
Jorge M. Plasencia, P.F.
Praduct Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19,2019
Approval Date: October l2,2017
r
'7
a '
PGT-1ndustries. Inc.
NOTICE'OF"ACCEPTANCE: EVIDENCE'SUBMITTED
• ' r sn
C. ' `CALCULATIONS,; .?
1. Anchor verifj' t 0n calculations and structural analysis, complying with FBC-5'n
Edition (201,4) and FBC-6" Edition (2017), dated 09/15/17, prepared by
manufacturer,rsigned and sealed by Anthony Lynn Miller, P.E.
2.. Glazing complies with ASTM E1300-09
UALITY ASSURANCE
Mid -Dade. Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS '
1: Notice of Acceptance No..16-1117.01 issued to Knraray America, Inc. for their
"TrosifolU traclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
0: expiring or. QW08/19.
Notice of AdCeY.tance No. 14-0916.11 issued to Kuraray America, Inc. for their
3.
"SentryGlas(97 (Clear and White) Glass Interlayei•" dated 06/25/15, expiring on
07/04/18.
TREMCO PiANo. TR-14271E EPDM exterior glazing gasket complying with the
following.
a) ASTM C8S4�Specification for Dense Elastomeria Compression Seal Gaskets,
Setting Blacks, and Spacers with Option II exceptions.
b) ASTM. Dil 2'Standard Test Methods for Vulcani led Rubber and Thermoplastic
Elastomers; -yTension of 1600 PSI.
c) ASTM D343B Test Methods for Rubber Propeif —Compression Set for 22 HRS
158°F..�'
d) AST1v1 rJ 6 4 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/ in.
1.41
E - 2
j:
Jorge M. Plasencia, P.E.
Pr uct Control Unit Supervisor
NOA No. 17-0614.11
Expiration Date: February 19, 2019
Approval Date: October 12, 2017
'V
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-5° Edition (2014) and FBC-6" Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3: Proposal No::16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E.
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chantia;'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 ijhder previous NOA No. 13-0502.03)
6. Laboratory cbtupliance letter for Test Reports NO:+FTL-3835 and FTL-3850, dated
07/18/03 and107/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted tinder NOA No. 03-1105.01)
G. OTHERS "'
t_1';
It Notice of Accelitance No. 16•-0629.14; issued to PGT Industries for their Series "PW-
r: ;
•"-' _ 701/720/82d"�laluminum Fixed Window— L.M.L" approved on 08/04/16 and expiring
on 02/19i14. '- ;
e ,:
vie
r`C� rq
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
'I'GENERAL"NOTES 'SERIES720/620'IMPACT-RESISTANT
.- —,FIXED WINOOYV
';w
_,1)TRIS PRODUCT HASBEEV DEEIGNEDbTESTEO TOCOMPLYwTH.-
-TXE REQUIREMENTS OFTHEFLORIDABURDING CODE, INCLUDINGTHE
9140
`
HIGH VELWITYHURRICANEWNi.k-w)
IF TO'OTH
47 BUCKWIDTH -
2) SHUTTERS ARE NOT REWIRED WHEN USED IN WIND$ORNE DEBRIS
REGGNS.FORNSU_ATED GLASS INSTALIATONS ABOVE 3tl INTHE
HVH2.iHE OJTBOARD LTTE(u>)MUSTTEAIPERED.
44-1f4•MSIBLE -I
L'GHT WIDTH `III
TYPE
LXSS TVN
MR
49• BUCK WIOTH +�
451/4 VISIBLE _
�I UGHTWCM
MAN
O, SHEF.7:7-i
"� 6•MAX
I
DESIGN PAEBSURE RATING I"PACT RATING
• NVARIES, " RATIO FOR..LMGE ASMPLL
I�S SHEETSd $S,ILE IMPACT RESISTPNCE
,4B BUCK MDTH'
II- LIGHTWIOTH
�I
F. SHEETS 0—
H. $HEFTS
ANDSXBULKS
$FER LIS HE RI13MX1
,.TKO ISTgE RL;POD' LIY 12 Mwlt. / v ,L - ^F siiry'.I
ITEC OFRECORO(AOR U,C: I I / _ LIGHT i {I OC II j ,/ vI51eLEI I -j
-I HEIGHT I LIGHT
NATERAL SHALL BE BEY NDWAIr_ 96, f / HEIGHi
ORS OF SUFFIC'ENT EMB DMENT. TIP Tb
)NALLFOURWRNERSO THE TIP 5-MAC
HOILDSESEALED.OVE. HEIGHT OZ.
I WATER RESISTANCEOF
OTHERSANDG BEYOND SCOPE _
PRODUCT REVISED
p112 wm the Florida
Building CCoodd
NOA-Ne. 17-0614d 7
E.plranon DPAe 02/19/2919
`-Ta
JR•OBIOBHT-UPDATED
ANCHORAGE TO FBC 201],
911/4
VIS;GLE
�.
LIGHT `
HEIGIR
U
Buc,
w 4
x
67MA%.114'SHIMS ARE REQUIRED AT CACH ANCHOR LOCATION ERE
MEPRODUCTIENOTFLUSHTOTHESUBETRATE.USESHINS ABLE
-
1 T
IT O.C.
6-
J
�I 2 MA%.00 L-'F•SHEETB
{ r~
DFTRANSFERRINOAPPUECLOADS.W90DBUCKS. BYOTNERE. ST
B-.� Imo-
BHEET] 2- MAX H,SHEETB
BE SUFROIENRY ANCHORED TO RESIST LOADE IMPOSED ONTHEN Y
6•MAX SHEET6
���"I11 5•MAX, O.C.
THE WINDOW.
TYP. FLANGED FRAME
MVP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
7) DESIGN PRESSURES:
ELEVATION TESTED UNIT
ELEVATION (TESTED UNIT) (TESTED UNIT)
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURPLGYCLE TCST
PRESSURE, FRAME ANALYGIS AND GLASS PER ASTM E130G,
B. POSRIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
FIGURE 1:
STRUMRA-f CYCLETESTPRESSURE,FRAMEANALYBIS ANDGLA55
12.00,
SHAPES ASSHOWN BELOW ORSIMILAR MAY BE USED BY INSCRIBMOTHE SHAPE IN ABLOCK
PERASTME1300.
. IDETO EFTS:
NWC
AND OBTAINING DESIGN PRESSURES FORMAT BLOCK SIZE FROMTHETABIES ON SHEET525.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
GENERALNO 1
ANCHOR SPACING TO BE 6" MAX FROM CORNERS AND IT O.C. MAX. FOR ALL CURVED FRAME
ELEVATIONS_ ....... ..................
/
MEMBSRS, SEE FIGURE I, THIS SHEET.
B)THE ANCHORAGE METHODS SHOWN HAVEBEEN DESIGNED TO
DLA2INODETAILS....„.............. 25
RUST ME WINOLOADS CORRESPONDING TO THE REWIRED DESIGN
DESIGNPRESSURES...._.. ... 25 ;2.O.0
/
Wlpiy,_�{ F•-WOTN-{ F-yfIODt-.-I i� WIDTH+{
>R>S6Uq[.THE}}113:G GTREBE INCR645F A. NOi BENUGEDIN
TXEOF09TCINHEVA AtIONCI'MCORSINTOWOODANACTOHWAY
UEEO'fOR THEEVALUAfiONOFANCNORSI:TDW000. ANCNORSTIlAT
INSTALLATION. RANGE 5 M.^Y
L'JSTA'_UTION, ECLPL _E(�'
INSTALIATION,IM FIN A_ .0 T�
V
a /
- ---.�,r�- - -T -- - -I
;
tf[.//f ``\\{I !!1'\I ( )II
COMEMOCONTACT WRH OTHER DISSIMILAR MATERL9L$SHALLMEET
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FCG
INSMALLPTON, TNT FIN
-
O O O
G
CORROSIONRESISTANCE
CORNEq ASSEM6LY .10 6
E RUSION PROFILES ....11
9) REFERENCES: TEST REPORTS FTL4935, 3850& 7212; aC0
PARTS UST__.__......_..._..__-11 MAX.
WIDTH - H^WIDTH '•1
ULTRACON NON PLOD G2ETEFLEX NOA; ANSVAFSPA NOS FOR
•.III.IINIIM T1F51(3NMANDAL TA91C
1:
VwM WIDRI+{ I--
--��—'1 TL•�a.- -T Tr l TF 7---V1
10) THE R020 O SERIES USES A PVB INTERJAYER, ME SERIF
REFEFRED AE THE SEH ES.T20 PNO 0206ERES MA'f A.SDBE
Trw
A
1
2
peecAPdon �`
7716'LaM 116'An-.D9P PVB-316-H31
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Shbl
N
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CODES/STANDARDSU5E0.
•2017 FLORIDA BUILDING CODE(FBC), GTH MMON
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4
9
1-1fIVUn.G ISI->Itfi'Ab-116'AN-.03B'PVB-Y16'HB
14110•LP,j.K0(3116'T-1/ID'AT•Y.S H3-.090'PVB-]l16'HS)
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2
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WjIDTH' - f�- WIDTH-1 }-_WIDTH -•-I F•-W,GTH//-•-��
•2014 RORIDA BUILDING CODE(WA5TH FDRION
•AST"E130049
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NOBILZIS FOR Y/00DCSSTRUCTION
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Lm9 aide 9n1
6.718
72
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84
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)M. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. - A.LYNNMI P£
Al. WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE AUOVEWHICH THE OVERALL DIMENSIONS COMPLEIGLY FITY•mHIN. _ P. 58M
TABLE 4'.-
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O_esyB Plessuig(H QsQ for Gass Types28d i
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11 LIUCKOIMENSION I SHOWN. FORFLANGED WMDOWS, SUBTRACT 1' FROM THETIPTO-TIPDN90NSIGNTO DETERMINE THE BUCI; DIMEN51ON.
211'OR VMS NOTSHOWN, ROUND UP TO THE NEXTAVAILABIE S. ORT ORLONG DIMENSION.
3) FORARCHITECNRALWINDDWS, FIND THE SMPI.LEST WINDOW SIZE IN THE TAGLEABOV=4WIICHTHE OVERALLOINrN51ON5 CUMPLETELYFIT WITHIN.
>MB'LAMI
STACK
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NO CHANGES HIS SHEET.
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11
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i�tCS'..fYOR1DP..:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS,SBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. ///ASY� Al-
2)FORSIZESNOTSHOWN,ROUNO UP TO THE NE%TAVA BLE SHORT OR LONG DIMENSION. I/11111111111
3) FOR ARCHTECTURAL WINDOWS, FIND THE SMALLEST INDOW312E IN THETABIEF WMICHTIEOVERALLOIMENSIONSODMPLETELYFWWITHIN.
ALTNNMR4ER,PE.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EGLIAL-LEG WIDOWS. 00 NOT USE WITH FIN -FRAMED WINDOWS,
P.E.> 58TOb
TABLET
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fill .:,T2t, t )tl .rL80 x 4a.q;T"88 93^'- "p6 .- 180 104"..++109.1Y2 112--! 110 s'.}p II4 'f`tp0 -132 130 t '•'.14t1 tW
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EDGE DISTANCE PER SUBSTRATE
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