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SCANNED
BY
` St. Lucie County , ..p5
-...MFAMi•DADE ;'. MIAMI-DARE COUNTY
o PRODUCT CONTROL SECTION
.. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
.ROARDAND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEP'TAINCECNOA) www.miamidade.eov/economy
PGT Igdustries, Inc.
10,70 Technology Drive
<North'Venice, FL 34275
This IrOA is. being issued ander the applicable rules and regulationsgoverningthe use of construction
materials. The documentatioft 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
11a.'v g:Iurisdwtibc (AHJ)
I bA shall not be valid after the expiration date stated beloM'The Miami— liade County Product ,
N,e v
optr )_`Section (in!; Mtamt brie County) and/or the AHJ (in areas other than Miami —Dade County) reserve
ie rrg t to he; ve. this pro duet, lr material tested for quality assurance purposes. If this product or material
f4ilsA60erforrtt in the accept edi manner, the manufacturer will incur the expense of such testing and the AHD
-m�y'.ionmediately revoke, mo�r}}ify, or suspend the use of such product or material within their jurisdiction.
R t serves the right to rfrvoke this acceptance, if it is determined by Miami —Dade County Product Control
eciion`that this product or matoTi.il fails to meet the requirements of th,F applicable building code.
+Th's'product is approved as &k bed herein, and has been designed to comply with the Florida Building
G'Sde, including the Vel r< aty u cane Zone:
:.
DESCRIPTIOQ?: Se res "�}f I60" uminum Single Bung Window=L.M.L
D� �tt
APPROVAL DOC rawingNo. 4040-20, titled "Alum Sir ;ie Hung Window, Impact", sheets 1
through, I of 11, dated 09101r05, witharevision G dated 06/06/17, pr§pared by manufacturer, signed and
seWdlby Anthony Lynn Mille:, P.E., beatin amizDailf County'Froduct Control Revision stamp with
th,e,lN6ta of Acceptance nuglb. expiratd— ion data by the •- Product Control Section:
Sp rRUE , IMPACT R7 arge and Small Missile Impact istan
�I.AB DING: Each .un sh<$f bs:ar a permanent label with the manitf:acturer's name or logo, city, state,
itiodWidhes, and fol1 ,Ang s6t& nent: "Miami -Dade County Product Control Approved", unless othem ise
hbted`h,ereiu.' 1 '
712E NEB AL of the IQGI: s ia5d t c considered after a renewal applica :m has been filed and there has been
Mo 4t}a"nge in the aptriica'nle Su .i rg code negatively affecting the perk. i ante of this product.
l j�V MATION of 4, nu D ((.;Will occur after the expiration date or a there has been a revision or change
ip.the`materlals, use, an.b c r ri •l ufacture of the product'or process Misuse of this NOA as an endorsement
ohanyi roduct; for sales, v-d Ve0ismg or any other purposes shall autosnzncally terminate this NOA. Failure
k6oh ply with any section of '3 NOA shall be cause for termination .nil removal of NOA.
k ,r F.
�1DRTISE111k'NT The I:LA number preceded by the words Aiami-Dade County, Florida, and
cc«,• -
1' 6;lo d by the expiration may be displayed in advertising literature. If any portion of the NOA is
gisptajed; then it shall be donii, J'its entirety.
lAftiC,TION: A copy ofll-is' entire NOA shall be provided to 1;1e user by the manufacturer or its
dl9drbut6rs and sliali be a 3ilat-e'for inspection at the job site at the request of the Building Official.
xh�s NOA revises NUA# 15 0"1h.06.and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
a6V@F 3approval document mw,ioned above.
The submitted documentation ,is reviewed by Manuel Perez, P.E. i;
•r.;
tit NOA No. 17-0630.05
M1AMIMADE COINfY i %�t/ O` i7 - '` Expiration Date: March 26, 2021
"' 2 • ✓ �'� ! Approval Date: November• 30, 2017
;.
Page l
tliitaa �t3' l ..
(!. :.l ..
-Inc.
Ifidustries
"''• NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED
A;, -:.�-'PRAVV1NGS
1. Manufacturer's die drawings and sections.
(Submitted' ut'rder NOA No. 05-1018.01 and 07-0322.06)
Drawing No 11040-20, titled "Alum. Single Hung `Vindow, Impact", sheets 1 through
I i of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer,
sided and sealed by Anthony Lynn Miller, P.E.
B y `NESTS
Test reports on:a) Uniform Static Air Pressure Test,.Loading per FBC, TAS 202-94
tt) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along wail marked -up drawings and '•nstallation diagram of a PVC sliding glass door,
a PVC fixed window and -an aluminum sliding glass' door, using: Kodispace 4SG TPS
spacer sysseri; 0braseal®.spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spaced system at insulated glass, prepared. by. Fenestration Testing Laboratory,
=,y Inc.; Tf�t'Rat+r&s No. FTL-8717, FTL-8968''lid FTL-8970, dated 11/16/15,
06/07/i5 and'.10r/i12/16 respectively, all signed and s4e�led by Idalmis Ortega, P.E.
(Submitted ut;&6 r previous NOA No.16-0714.06)
ya u 2: Test reports on::,1) Air Infiltration Test, per FBC, Tt?_S 202-94
tt , 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
t r .3) Water Resistance Test, per FBC; TAS 202-94
Large Missile Impact Test per FB,C, TAS 201-94
S) Cyclic Wind Pressure Loading ptr FBC, TAS 203-94
_t 5t `6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with inftl,ed-up drawings and installation diagram of an aluminum single hung
t window, iib i�fin name prepared b Fenestration Te§tin Laboratory, Inc., Test
. ,., �P P Y g ry,
ReportNo FTEL 4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
`. P.E.
(Submitted H11, -NOA No. 07-0322.06) ~
3. Test reports on:j) Air Infiltration Test, per FBC, TAS 202-94
Large Missile Impact Test per FBQ, TAS 201-94
n}},t' 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
>' -up drawings and installation diagram of an aluminum single hung
along with maiited
window, witiir fin frame, prepared by Fenestratioh Testing Laboratory, Inc, Test
Reports No. FTL-4958 and FTL-5063, dated 10/01/06 and 11/21/06, both signed and
sealed by Edrpupdo Lazgaespada P.E.
(Submitted u>i14& NOA No. 07-0322.06)
rt
t Manuel erez P.E.
`', Product Control Ex iner
1' NOA No. -0630.08
Expiration Date: March 26 2021
'Approval Date: November 30, 20i7
E 1
Al
- `I
PC3T•Iridustnes.Ine. s
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B.., ",TESTS (CONTINUEDj
.4. Test reports onA) 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. F 1;=4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
t x # = (Submitted under NOA No 05-1018 01
'i
6.
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 f n frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. F-TL-4649 and FTL4723, dated 08/1 V05 and 10/05/05 respectively,
both signed aiid`scaled by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
Test rep.)rts oh:.r l) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test,'.Loading per FBC TAS 202-94;
T 3) Water Resistance Test, per FBC, TAS 202-94
A) Small Missile Impact Test per FEC, TAS 201-94
s 15) Cyclic Wind Pressure Loading per FBC, TAS 203-94
r 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with mair?ied-up drawings and installation diagram of an aluminum single hung
window, w�th'i n frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. F1 L-4647 and FTL-4650, dated 08/11/05, both signed and sealed by
Edinundo Lar`gaespada, P.E.
(Submitted u lei NOA No. 05-1018.01)
Test reports i1:;1'} Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
i'.i2) Large Missile Impact Test per F131 , TAS 201-94
3) Cyclic' Wind Pressure Loading per'-FBC, TAS 203-94
along with masked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4646 and FTL4648, dated 08/10105 and 08/11/05 respectively,
both signed an sealed by Edmundo Largaespada, P,E.
(Submitted widir NOA No. 05-1018.01)
E-2
�!
9-anifielAre—re4 P.E.
Product Contr 1 Exa finer
NOA No. 7- 30.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS.
1. Anchor verification calculations and structural analysis, complying with FBC 51
- Edition (2014) and FBC 6" Edition (2017), dated 06/22/17, prepared by
manufacturer,: signed and sealed by Anthony Lynn 1Vfiller, P.E.
2. Glazing compjies with ASTM E1300-04
D. QUALITY ASSURAACE
f`t_ _L E Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CER-1714CATIONS
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on
t- 05/21/21.
2. Notice off A'ceedtanceNo. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol(gUltfaaear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring, or, 0lY18/19.
F. STATEMENTS
:• i. Statement left-n of conformance, complying with FEC 51h Edition (2014) and FBC.
61h Edition (2017), dated June 22, 2017, issued by iiranufacturer, signed and sealed by
Anthony L,ynciMiller, P.E.
'' 2'. Statement iette `t:f no financial interest, dated June 22, 2017, issued by manufacturer,
signed and coo- $ by Anthony Lynn Miller, P.E.
3. Laboratory cofi p_'iauce letter for Test Reports No. F FL-4957, FTL4958 and FTL-
5063. i'ssue&by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
w sealed by F --nuu !o Largaespada, P.E.
d (Submitted zilI Mi NOA No. 07-0322.06)
t.,.
.2 4. Laboratory compliance letter f'or Test Reports No. k TL-4646, FTL-4647, FTL- 4648,
- FTL-4649, F 1 4650, and FTL-4723, issued by Fenestration Testing Laboratory,
s Inc., dated 08/ 0105, signed and sealed by Edmundo L_argaespada, P.E.
(Submitted under NOA No. 05-1018.01)`
Proposal No.`U0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishan',Chanda, P.E.
(Sub atted . tuidet• previous NOA No. 16-0714.06)
G. OTHERS
1. Notice of A¢c`dlitance No. 16-0714.06, issued to PGA' Industries, Inc. for their Series
"SH-700" Aluttanvm Single Hung Window - L.M.I., approved on 08/18/16 and
expiring on 03.12621.
, VrolE-02630...
z, P.E.
Product Cominer
NOA
Expiration Date: March 26, 2021
Lt Approval Date: November 30, 2017
E-3
t .0
UCIVCRf\L IYV IG uw v -• -
tAZINGOPTI S ( DETAILS ON SHEET 2))
11. , •e I NSI: NG OP•l2Y17TESOFSR'ANNEALED GLA89 W(iH-A 090'iKURARAYTROSIFOLc�PVB,(BYKURARAYAMERIC4,INC))•- ,
C. 5116' LAMI CONSISTING'OF (2) UTES OF I/8" HEAT STRENGTHENED GLASS WITH A -
.090'KURARAY TROSIFOL'PVB(BY KURARAY AMERICA, INC.) OR.097SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D. 7116'LAMI CONSISTING OF (2) LITES OF 3116• ANNEALED GLASS WITH A .090' KURARAY TROSI FOL6 PVB (BY KURARAY AMERICA INC.)
OR,.D9P SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 71161 LAMI CONSISTING OF (1) LITE OF 3A 6• ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH A
.090- KURARAYTROSIFOL6PVS(BYKURARAYAMER(CA, INC.) OR.090' SAFLEXe PVB INTERLAYER(BY EASTMAN CHEMICAL COMPAM�.
F. 7416-LAM CONSISTING OF(2)UTES OF 3116• HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL'PVB(BYKURARAY AMERICA, INC.)
OR.OW' SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 13116' LAMI IG: (1) LITE OF 113' TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) UTES OF 1/8'ANNEALED GLASS WITH A
.. .G9O' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLW PVB INTERLAYER (BY EASlk%N CHEMICAL COMPANY)
H. 1(V16' LAMI IS: (1) LITE OF 1/8- TEMPERED GLASS, AN AR SPACE AND S/16' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND M LLTE
OF IM HEAT STRENGTHENED GLASS WITH A.090' KURARAY TI OSIFOL6 PVB (BY KURARAY AMERICA, INC.) '
CODES ISTANDARDS USED:
�2017 FLORIDA BUILDING CODE (FSCL STH EDITION
e2014 FLORIDA SUILDING COOEy(FDC). 5TH EDITION
-A5111 E19004N
.ANSIIAF4PA NOS2015 FOR WOOD CONSTRUCTION
°ALUMINUM DESIGN MANUAL. ADM2015
FAISI SUH0.12
FAISC3 10
NOA DRAWING MAP
*,ORIU90 SAFLEX+`PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) - ... %:wB C` .._ .. r. p- -•..I .
1:'1110 LAMI1G:•(Ii LITe JF 1/8"`f MPERED, GLAS9;AN AIR SPACE AND JIB*_+I-G Or ,.,,. �B OF 19;,HEATS F4:I G�HF.NE CIA,:,. ,
J. 18/16' UIMI 10:-(4) LITE OF 1-jr TEMPERED GLASS, AN AIR SPACE AND 7/16" LAM] CONSISTING OF (2) UTES OF W19• ANNEALED GLASS WITH A
.090•KURARAYTROSIFOL PVB (BY KURARAY AMERICA,INC.)OR.090'SAFLEX'PVS INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. 13/16' LAMI IS: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND W16' LAMI CONSISTING OF (I)LITE OF 3/16' ANNEALED GLASS AND (1) LITE
OF.3116-HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIFOi PVD(BYKURARAYAMERICA INC.)
OR.090-SAFLEX 6PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. 13/16" LAMI IS: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7416- LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS
W911A.050'KURARAYTRO8IFO PL�VB B(B( Y KURARAY AMERICA,INC.)OR.090'SAFLEX6 PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M. 13/16' LAM] IG: (1) LITE OF 118' ANNEALED GLASS, AN AIR SPACE AND 5/16' LA411 CONSISTING OF (2) UTES OF US'ANNEALED GLASS WITH A
.090- KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR.(FJO' SAFLEXs PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
SHEET
GENERAL NOTES.............I
GLAZING DETAILS............2
DESIGN PRESSURES....-..3
ELEVATIONS ..................... 4
VERT. SECTIONS ............. 5
HORIZ. SECTIONS ............ 5
PARTS UST ....................... 6
EXTRUSIONS .................... 7
CORNER DETAIL._ . 7
d+NCHORAGE.... ........ .. ,: fl 11 J'
Metedel
Min. Fy145ksl
Steel Scl
92 k9i
Elco LADSCDIIID
155 ksi
410 SS Elco CRHeFIes®
127.4 ksi
fi063T5 Alun =
16 ksi
A36 Steel
36 ksi
CID 33 Steel Stud
33 ksi
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, ASD.
4. ANCHORAGE: THE 33 V3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5:SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL4645, FTL-4646, FT-4647, FTL4648, FTL4649, FTL-0 50, FTL4651, FT1.4723, FTL4857, FTL4958 AND FnL 063.
ANSVAFBPA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERIES/MODEL DESIGNATION SH7D0, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REOUIREMENTS 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.
CERT.OF
shi 1 NTS I i -• Jl I - 4040-20
e6000Cf R6YISED" - _
O aomplyilgwi17.
iJmecoe
.N Ors 7?D2J
By
M' D:4. P1odu'1 ,
a1lu lln J
J
* ; No. 5B705
WA '•. �L/ F r
7'I;IVY Al1Ea `.
A. LYNN MILLER• P.E.
FL P.E.N SSTOS___
- Parttl DeGulpboD"
rz s cp�.r:-a+^I Z "_. 71 Komme4in04SG TPS Spacer System•.
`Quanex Su erSpocernM,xllh Ho[Mett Butyl
Material
See Ws
I
.BIIeeL(l:
_
:. `,
�1a. _..
{
..� _',�..
n; ki.�r F✓i.
d,:_g. �12 NO :.
,:r__
_.7 31)
Qaa(Iex Durdeeal Spacer,,.
Male4als
,..
.'74
Cardinal�a!Fd9e Spacer
e....,,, '.
EAT
J/ 1/B'ANNIiLLED OR HEA STRENGTHENED GLASS W16' ANNEALED OR HEAT STRENGTHENED GLASS
090PVBlNTERIAVER 090 PVBINTERLAYER
-
Ire"ANNEALED ORH TSTRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS
S"16' NOM. 71W LAMINATED
5, LAMINATED GLASS 8 ,81 or 62, 7/16" LAMINATED GLASS 63,84 Dr 85
NOTE:
.,d`,-' ♦ ..
LAMI IG
..-...t. j' •: IT7 :.. •r v-T,'"r- ... KTERIOR�riNiER'ft ARD
E � - •< LRES MAYBE
-(ALLZECTIONS
-_ ••�
.a="
7jJ
•�
_ VPGRAOED T03/16
'
v -WITH NO CHANGE IN
-'
'
DESIGN PRESSURE.
KURARAY TROSIFOL-
j
1/2'NOV... PVB INTERLAYER
J
12'NOM. I or
46 GLA55 BITE GLASS SITE SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY
X38
70 70
38
1/6' ANNEALED OR HEAT STRENGTHENED GLASS 3/16- ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER .090 PVB INTERLAYER
STRENGTHENED GLASS 311C ANNEALED OR HEAT STRENGTHENED GLASS -
11W ANNEALED OR H
5/16' LAMINATED 7/16' LAMINATED
AIRSPACE AIRSPACE
US' ANNEALED OR TEMPERED GLASS 118-TEMPERED GLASS
13116" NOM.413/16' NOM.
13/16" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or W 13/16" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91
ALUMINUM
REINFORCEMENT
-- "' SILICONE �HDT-M[LT Oif!YL- P0.YIS6%' �DESICCANf FLLLAREA -
, '
STRUCNWY - - - =. - 11UMENE - - d18'NOM -.
' `
.PtODULT NEVISED .
SIDCONE '-[. filtfi'NOM SEAL
S'16'NOM
ssmm:aying.oN rb Flaid"
STRUCTURAL 1/4'NOM F SNCONE SEAL
ROLL{ORMED -
B,.ildinSU6"
Ace"pteno rb I •O$
POLYISOBUTYLENE WITH DESICCANTS STANlESS STEEL
WRH DESICCANT
E im, Due
DESICCA F
r'IDZI
EXT. GLASS EX. GLASS E%T.GV55
EM. GLASS
Oy
Mimni P,"dl,ct
"'Will
♦,��ONY... NN41 o,
-
INGLA T.SS INT. GI s INf.GV55 INT.GVS^u
` '
KODISPACE SUPER Ta DURASEALO Te XL EDGE'"
OSPACER OSPACER
= #;' ND.53705:� =_
�4SG TPS rs SPACER®NXT T"
i0.L�••
two IECRNDIOGoavE "off'
n. VENILE•0.Y95 GLAZING DETAILS
6TA DE
''cSJAL
ry.0 m,mo
ENG�=��
CERT.OFAURLR3ID4 .ALUM. SINGLE HUNG WINDOW, IMPACT
AII.AL% R P.E.
JB 6tW6H1 O NOGN7fG69 THIS SIO=ET. ro �,a,m„ .a,cnr: sr ws ores
ALY
-TVra.: a.m" a,. .-. :.:... <.•a� r",.ow.a;ec. 6H:ae' FD/l 2 -;'t1 .404020 G
FL P.E.#58705
STANDARD VIEW € P
BASED ON FLANGED
WIDTY GLASS
I63110
UPT063118"
CUSTOM V
BASED ON
6/16' LAM! -
5/16- LAM! -
5116• LAMI-
7/16" LAMI-
FIN
ADIUS TOP
ED V%INDCOV
TYPE I 17
1% h174"...' 76 ,.r,. MElit1NGRAIL
4♦`0;0. +80 0 -BOA +80 0 ±1 0.
ao:o +eo o -B0,0 +7a o 7s
x �H,,. ..
78.8 +77 3 -77.3 +75 9 75 B '
-76S +]54 -75.4 +740 74.0
A0.0 +80.0 -80.0 1 +80.0 .80.0
OPTION TABLEI.. r
•o^
_ T.^ _ T IN
I?- MEETING RAIL '7
H
730 7 0 700 +70L -70.0 i
-70:U1- 001 70�1 *70e 1 -7O,0 1. i, •x• SAS
-70.0 +88�68.8 v678 67.6 I
446.0 +fiG.7 4i6.% .66.5 65.5 �-
-70.0 +70.0 1 -70.0 +70.0 40.0
°TION TABLE 3. WT}H7.
= 76• FLANGED AND 75"INTEGRAL FIN) MINUS
44131i6" 50318' 1 5515116" SASH
+70.0 1 -70.0 +70.0 1 4MO 1 +70.0 1 -70.0 HT. HT"
IMEETING RAIL
B TABLE4. L •X° ggSH
4723, 4957 �-
__ _
LAMh-H/B"A_1)9D,Vb`AI - _�
F11_4646 __
-• ..14:.", 4723 -.. _-._.-----�--
--�
LRODUCFBE'01M,
u�umdY�Bvi/6mvFbie
DNidvB Cadt
C�" De�%'D.___DRD21
Dr
I
-�
LAMI-(11B'A,.0a0,1/8'HS) FTL4648
1-AMI-(1/6'HS 090118'HS) F71,4646
LAMI-(311 V&DSO 3/1VA) FTL4649. 4650
.___ .___
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSI
PRESSURES ARE UNEFFECTED. \'
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY 0
3: AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518• MINIMUM TO 38• MA
4. GLASS TYPES C, G. H. AND I MAY BE USED IN SASH ONLY
5. REFER TO ANCHOR QUANTITY TABLES&B FOR ADDITIONAL OP 100TECHNOLOWORM
LIMITATIONS. N.VEN10E,Rx27E
1441114LLIR:0
MRT.OFAWItr EE
JR L696117 O NO CIW]GE3TNIS SHEET. _.
] \\1111111/
O'
+84.0 PSF OR LO RAS SHOWN IN THE TABLES. NEGATIVE DESIGN •11TP
• ; No. 58705
1'F EFLANGED TIP -TO -TIP FRAME DIMENSIONS. _ /:.���y �r.�� yT'
1_u U'
o...ew - A. LYNN MILLER, P.E.
,,IZ, NISI 3 s .11 _ 4040-20 "j G. FL P.E.N 58705
i
53 - MAY, FLANGED WIDTH
521M .,j.FjWIDTH
49 518MAXFIxltuC,,
'K,
'76',MAX-
7
SEE DUO HE HT 5 5-
LF
HE117G
TABLE D HEIGHT SEE OLD HEI ;HT SEE DLO
T A TABLE 0
ABLE 0
L 76" 7V MAX, 76' MAK
FIAN E L FLANGED L FLANGED
I T
BE HEI NiT H HT
E DLMAX,
38 116"
E"�;DLO :
TABLEO x SASH SEE DLO x :r
8 E I x E ILE
(MAX
HEI HT
.) TABLE 4SLr L: NOTE 4
4�
48114', Mao VEN I DEIAILB DETAll- d
DETAIL A VIEW (STANDARD SASHI RADIUS
1/1
MAX. I75,
HE I.F. Ii I HT E-J HE' -T
SEE DLO SEE DLO I
LTABLE;o'7F1 IAX. TABLE 0 76-1 IM.
FLANGED FLANGED
T L HEI�HT
20" 20
SEEDLOT. LE' $14H, �SEE OLE) OLE x SASH
HEIGHT RODUC�UVJSW
9.ildm,C�
DETAIL 0 DETAIL E By
VIEW (CUSTOM SASH),RADIUS TOP(CU SASH
NOTES: N.
AQW
1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS,
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. Z*: . NO 58705
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS BB C) ARE BASED ON A THREE OVER TWO FORMAT.
:� z.. it
-01.
STATE OF
IS, * "\ 01
N, WNICE, R.�S ELEVATIONS ......
1 -117 111.1h I ... N
CEU.OFAU�, 0 ;ALUM. SINGLE HUNG WINDOW, IMPACT
EN
A. LYNN MILLER, P.E.
ms SHEET.cwrw I --mm 17N� �4-,Tl, 1 4040-V G FL PE.# 58705
L
NOTE: MIN. (1) SWEEP LA.TCH.AT VENT CENTERLINE UK- - qUSE
D MEAOIiSIDEOF 5- 7 NOTE: BALANCE PA'liT7
=KS�0) 6" FROM
'v BASED.0 N SASH WEIGHT:
INSIDE I
MAX. 2.710"
FIXED
LRE 7, 8 OR 17
DAYLIGHT 25
OUTSIDE
OPENING FIXED 1-11, DAYLIGHT ..... OPENING
.MAX. WIDTH- 6
SEC �CN-A-�,.-'v- t� 'A' T
1147EGRAL FIN (1.r.) FRAME SECTIONS
23 j
HEIGHT T 201 2, 46
HIGH
OUTSIDE SILL 2. 30
LOW
sill
T
MAX.
VENT 48
DAYLIGHT HIGH SILL LOW SILL HEAD 'AM" OUTSIDE
A��- t
OPENING
2.71V--]
68 I.F. FRAME
OUTSIDE
6
53
2.2.330' (HIGH SILL) 63
52 (LOW SILL) Dy
I wl
SEE NOTE ABOVE 5 64 1
3r - LYN/V
. ........ ..
QCEN'j,
67
ULTRALIFT
Z
3 30 12 ONLY 12 ULTRALIFT NO-58705
ONLY SECTION GC = I
RADIUS TOP •U
SECTION B-B ALTERNATE HIGH SILL (HEAD DETAIL- FLANGED VERSION)
(LOW SILL SHOWN) 0
taro �C-01.0- DR- SE SECTIONS
11N.ICE 'L�'
(941) M 100 AL
ALUM. SINGLE HUNG WINDOW, IMPACT 11, "' R, P.E.
A. LYNN I
"RlGw Ly
JR' l'OSM17 -404040 Y P 5
- - - I L '- - -_ ' ---- 11 - M. � , -�-H-ff�5 --I1 I .
�.;E.j PIJID6 J'j I , �T--'- I F�ff- ".- I LFI E 8705
1
EN
53
ffEM I
DWG#
DESCRIPTION
PGT#
60
1635
ISCRE514 SPLINE-135 DIA HARD _
GIG35K
_.
61
SCREEN CLOTH'
61818
-63
505 -
GLAZING CHANNEL(.688%500). i I
6533402
64
1161
#6 X 1 0o0 PH 80GLETEK
. 70, X7
67
GLAZING TARE; 1116 X 1@ 7/16 LAMA
762BV1510
,Go
4051A
SASH BOTTOM RAIL (HIGH SILL) +.%
-64051
69
4050A
FLANGE FRAME SILL (HIGH SILL)
64050�
70
SILICONE, DOW 791, 899, 9950R GE 7700
80
A GLASS,
5/16" LAM, 013"A.090 PV8.1/8"A)
01
B. GLASS,
5/16" LPAO, (1/e`q.090 PV6.119'Y75)
82
G. GLASS,
5/16" LAM. (I lB"HS,.090 PVB,1/8'115)
93
D. GLASS,
T16" L MA. (3(iti'A.090 PVB,3/16"A)
G4
E.GLASS.
MIS' LAL.(3115"A.090 PVB,3/16'HS)
85
F. GLASG.7+76'LAMA,(3N6'HS..L•90PVB,3/16"H5)
-
B6
G. CLASO,13116"!.AM
IG:t/8i, AIR SPACE,S/l6- LAM. (1/8-A.090 PVB,1/8"A)
87
H. GUAS$
I i/W LA 1/B'T. AIR SPACE 5110"LAAB 0/8"g090 PVB.1/B"HS)
ICT L. 13(I6 LAM G1n�,-0R - /^u'LA10, (1/B'H3.090PVD,1l6'HSI
"9
j. GL . 13, 1 V LAM IG1137A PAC IE7/1/JLHAI,(3/16"A.090PV 411V
90
K CLASS;'t3/16 LAA11C Y9'T AIP SP E 7/16' LAMI (3/16"q 090 PVB 3118'HS
91
IL. GLASS, 13/1 fi LAMA IG 1/8"T. AIR SPACE, MS" LAMI, (3/1fi'H5..090 PVB 3/16'HS)
92
M.GLASS 13/16" LANE IG' t/8"AAIR SPACE 6/16"1MN (1N"q.09O PVfl,1/8"N
.uw Dial 2.1
6TP249
612231 ,Ofi2
L
42501 �30
55
3132"X255 "XT" 71622K _1 3.
CKt"X3/4'Xt/16' 71052K
LB(THICK) 6TP247WK .062
LB(THIN) 6TP24BK
AM GLASS. 640398 4T FRAME. I.F. HEAD
-AM] WGRILL KIT 644703 #407tA, fi063-T6
LAM 64222 O FRAME, I.F. LOW SILL
LAMI W/GRILL KIT 6985 48 #4072A, 6003-T6
"LAM I.G. 64067I�-2 908
6407171
64nT2 I-+---2.374-'IE—
. - 64979 .. I .. .. _ I tV15Fl1 ..
I,
64074 4ivylY�gwiNlSeflaibu
B tNeg Cube
LOW SILL) 764009 .062 NOMJ ALacpvnm Nol-OG3D"Da
(EGRESS) ]SPRNG THICKNESS -II 4.171
i) (HIGH SILL) 01014 2 I' BY
I) (HIGH B10t4 L .062 NOM M. Damitodxt
THICKNESS
YWIRINGSOUTRI 71631 vv; LY
rIr
Y NCOUT RINGS 7CASP IGENNN�(( r'
q' SF
IS DIA FOAM s192aK OFRAME, I.F. JAMB
49 FRAME, I.F. HIGH SILL
50 #40'ME, 6063-T6 L * No. 58705
#4073A, 6083-T6 (USED AS RADIUS TOP HEAD) -�
0l!-WNOLOGYDMVE I °i•�` �'. s 0
N.VENICE, FL31 PARTS LIST ' F "2ORID@
1944)4�1600 '� Lr "'•.......
OEflT.OF PUMp39116 ALUM. SINGLE HUNG WINDOW, IMPACT 7S(ONAL
n3 SNFE7. _ «..�. s� r A CZNNIhYLLHL P.E.
sKu1 NM 6-+.fi _- 4040-20 — -G FL P.E.#58]OS
W., I I.- . -. s '
2*
]r 2,
062
O
FLANGE FRAME HEAD
04002A. 6063T8 2.784---I
FLANGE FRAME SILL (LOW)
—#4D03C. 6063-T6
I F , FRAME � SEALANT ALONG ENTIRE JOINT
WELD
�,,-ALONG
SCREW
BOSS (2.)
7.710
738
AT . HEAD AND SILL
4w
—:On
L
t
.!- FW O-D VIEW E-E
(III& iJIEM HtACI79 SILL. RADIUS TOP SILL) OADIUS4TOpr"EZ ONLY)
SASH ETOP
H STOP COVER,
17 04053, 6063-T5
FRAME CORNER CONSTRUCTION
.050
G FLANGE FRAME JAMB
) #4004.6063-T5
#4025,606�T!5
\L�l
(USED AS RADIUS TOP HEAD)
1.342
2.279---�
—2.326---1
E
.,62—� 6116"
T
�J349 8'G
-1 41 #40393, 6063-TS
1
.062 1.707
.062
RAIL @ SASH TOP RAIL
21 FIXED MEETING F&— #4006C, 6063HS-TB
(
FLANGE FRAME SILL (HIGH) �D #4050A, 6083-T6
1.979
.062
SASH SIDE RAIL
I L�—j 8 #4008.6053-TS
@SASH BOTTOM RAIL(LOW)
) #4007.6063-T5 OSD
B 68 SASH BOTTOM RAIL (HIGH)
#4061A, 6063-T5
GLAZING BEAD 7116"
94222, 6063T5
678
1.115 -T
45 )LAZING BEAD, 7/16"
#985C, 6063-TS
(USED W/ GRILL KIT)
i
678
1.096 f
@2 GLAZING BEAD, 5/16"
04W4. ROQ-TS...
- (usEowrGfvLLr4T
.683 050
T 50 1 1.097
44067,
JU� 404 G
ji I- - FL REX 58705
: � A 0 " '� i ., 'I .
ANCHOR
QUANTITIES
111 FLANGED
WINDOWS
TABLES.
ANCHORAGE NOTES:
1 . ANCHOR TYPES: I - 1/4"ELCO ULTRACONS OR #12,
SCREWSINTOMETA-
-WINDOW
HEIGHT -y:
_,7_
40160
FA146,6031
�r462.13WN.
!,58.603.(,
SUBSTRATrZ,
2 � 114- ELOC SS4 CRETE-FLEX;
ANCHQRll`,Ye
4,
0
z
z
0
0
0
N z
0
z
VILO
N'z
-
P_ 01`1_1�
3-#12SCREwiS_
2 ARE BASED ON THE
0
D V!� IA
VVIOTH
GE
i'j�o
'1 O
cq
0
0
004
0
0
=LOCATION$
ING DIMENSION'
HEAD - 18112'MAX. FROI��TOP�60RNER§
JAMES - 17 1/2' MAX. FROM TOP CORNERS
C.0,E,F.G,
'1
H'i i,j,rL
i�2
1
ilfll'l
1
1-2
i 11
112
i 2
112121
12
2
121
2121
2
�;2
2 ik72
2;21�1�kl
2 312!213:3
15" MAX. FROM BOTTOM CORNERS
19.125
__ BELO.. MTG. RAIL
1
1
1
1
1
1 1
1
1
1
1
AB,M
i'�
2�i
1jil
�j' i
2,L
_2
2 2
21
21: Zl
2 - 2
2_2
22
22
2�2
F2
1
2
2 3121�
-21
31
SILL - A_NC'HORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
OF
-6
E.—FG,
H,I,J,K,L
V2
1:
1,2
1 2
1 12
li 2
22
1 2
21212.2
2 2
2�2
2,2121tj2PP2
2;
i2j
2 i
21.3
2�2
2,3
3'3
212
3 3
QUANTITIES USING THE DIMENSIONAL CRITERIA
NOTE 2.
2,LCOO
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
2
li2
I ill
2
1'�21
211212
2 1212
212k'J
: 12�21211d,2312'
2�112�2
2� 313
3
2',21313
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
AREI'LESS.
-S� LFRESSURE LIMITATIONS:
DESIGh
1�;H W KL
11
2,
......
311
212LI2
21
'2
213
:�12
2i.3123,J14liz
1
1.; 1.
2A
2
�1,31
1
2t 2
313
2
-3 14
3 21
S2
4j5
1'z
i
44
32 COO
�2
q3
':�[21'G
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
ABM
3
1'[ 1
T22
.2
2
1
2
3'
13
314
3!2
i
i 4
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
1
2
1 1
1
2
lj�
2
1
2,
2
1
2
2
1
ju
H,I,J,K,L
2ri
i.2
V2
213
2
Y,'�
213
ilir�13
213
3
i, ,3
� i
i�
i�
113
I
S2
, .4
i'i
i
y
, ij��
_
7, 3�.�
_ ,
3,6
- _
313
414
1
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE
3TOOD
6. SEE NOTE 4. SHEET 11 FOR METAL SUBSTRATE
2
1
2
2
1
2
2
1
2
2
�ABM )21�
2
112
12�2
2131
1 j2121
2%,21212�
3
3
i'! 2
i3l
I
2�3
-
2,3
- i
2i
3 :4
3
(31
3 ;4
31
.
314
7 5
3't 3
4;4
REQUIREMENTS.
rSF
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2_
1_ 2
2
2
40.000
H,I,J,K.L
-27-2
�.Z
2�2
213
2
2 3
i2i
2%
L
22f3
2%
2%
2,412
313�3
314
20
314
2:
1%
32il32
1 1�4
42513123
4%
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1 2
2
2
1 2
2
2
2
2
2
2
2
AB'm
Z
2'3
3! 5
4 -�5
_
jT3
TABLE KEY:
2T2
i';
2 2
2i3
i 2
2 13-
3
2 2
2;3
4
2
3
314.
,
'4
WX PSF
HEAD 2
PSF
19
1
1
FD,E,F,6,
H,IJ,K,L
2
2 2
2
2 .
21�
2
2
2
31
2
i�i
2
313
2
2'4
2
213
2
3j3
2
3 4
2
2;31313
1
2
2
34
1
2
2
2i 1 3
H2
2
3 . .1 4
3
2
3,5
2
3-;31j7
2
41
2_
4!5
2
3,4
2 -
�5
44.000
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
A F2
2i 2
-2! 2
-
�Z; 3
-2; 2
12' '3
1:
- !
.3�3
2�
�4
_i J' -'
15
-
3' 3
3,4
2�3
3� 31
_T
�A
-_
2i 1
5
3: 3
3;4
4
PSF
79
79
48.000
NITG. RAIL
(FULL DP) R.
C,D,E,F,G,
H.1,J,K.L
2
212
2
2
2
2
2
2
11-2
2 ; 3
2
2%
ri�
2
34
2
i --i
2
Sl�
3%
3
2
3!4
2
315
2
313
2
314
5
q331
4 6
3
44 f�6
4
LK
2
:�
—2
2
2
I
2
2
2
2
2
2
2
2
2
2
3
2
2
HEAD
ABN ..
2 2
2 2
312,
_?
I -
I
2i3
3
i _�
5
3
4 5
JAMB
AN ABOVE-2 - ........
G L `.``'OW LYN&
11 ..........
PSF
72
79
Y.DE.FG,
2
-2T2
2
2
2
3
3�1 Al
2
2
3�4
2
2
3
2
S ... 4
4
!�
3
2
i
513;
1 2,1
6W
2
4
3
- '
1 2
1 3
3
4, 6
1 2
1 3
j LOW
3E N CENS,
'% :."
MrG. RAIL
53.125
wKx_-
2 2
2
2 3
2
3
zi
2�,
� * .' No. 58705
2
iv 2
2
-2 F2
2
2 3
2
-
2
2
_:�'4
_3
-
314
2
i:�
2
23
2
3A
3
-
3
M,FULL
32
�j
�3
I631445-
2
3
SEE TABLE I FOR =
OF
-
11010TEC-OLo-
.14I.E.1L.ns
FKI)4N4w
ESPACING, VI WINDOWS
STATE
sTOR
A. 1%
FL P.E.# 58705
ALUM. SINGLE HUNG WINDOW, IMPACT
7
'o
m wwoEs MISS . CERT.OF�U�.�M
NIS
- 1 11
-8
_1� - -20
- 4040 __l
d'
- - ...' � I I
11
ANCHORAGE NOTES:
OR 4tz-
BCREWSIMD METAL
7 2-1- • ELCO SS4 CRETE FLE%
3 912 SCRCWS i
ANCHOR
ODANTITIES
FORSTANDARD
VIEW AND
RADIUS TOP
FLANGED
1.WINDOWS,,,
-{,-ANCHORTYPEs:'1-va•ELco.uLTRACONS
TABLES.
$_�1BST{2ATE.
"I T
-
29655
+
I -
,37155
!
u 44855
S
LWINDOW
r 52'9
HEIGHL
59.855
C87155
<74 855
t 75900
ANCHOR TYPE
❑
OQ
�'5•.�
'ci
NZ
U
Z
}+r,�•?�
❑ rlU
n gOg N:Z
IU
2
M 0
s
�2 ''}p2p
n (Q❑%
�.y
-!
ry Z
2
❑ %IO
r'+ O H Z
�;'IU
IU
Z
o U U
m O H Z t.Z
OU Uc`>r"UOFi.
o U i.1
�J 4O N Z Z
o DO
t2, O ,y O O
S/. U U:.
„ 2;ANCNOR LOCATIONS ARE BASED ON THE •-
•+
WI{dDQW
JGLPSSi
.0
.J�iD
:U�.
.FOLLOWINGDIMNSIONS,'.,
FROM TOP CORNERS..
HEAD.18 IN' MAX.
L1,1
11
11
212 21
2 2
2 2
2!1 2 2
2 2.212
2!2
2 E�212
2 2
21,2 2 2 2 2
372 212 3 2
_-�,.-
3'2 3'2
JAMBS-1712" MAX. FROM TOP CORNERS
15'MAX. FROM BOTTOM CORNERS
6" MAX. BELOW MTG. RAIL
SILL -ANCHORS NOT REQUIRED
1
i
1
1
1:
7 I
1
1'
1
1 1
1
1
1
1
1
1
1
1
I 1
1
I,
A,aM
1i1
411
1 1
212
2i1.212
212
21
212
212
2'2
212
_:
22 2 2
2 2
2!2
2
2 2
32
212
3 2
3'2
G 2
c,
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
DIMENSION ARE FOR
DIAL
2400 1'-1.lJKL
PS',79
C,D,E FG
1
+ {,
1
11I7
1
11
1 1 1
2 7 1!1 22
1 I.,1 ,I 1
2 2i,2 2 2
j—
t l 1T7
23,2 212 212
1 1 1
2T2 2 2 Z 2
1 1 1
3 2 2 7 3
T—
1 1
12 2 3:2
1 1 1
3 2, 2 2 3'2
'I
0„PM
4
.�.
1 1
I I 1.
2 2 1'1,1 L 2
21 a 2:2 2 2 t
1 1
-12 ? 2 2 2`2
1'*t t
' 2 3
yI? LI3 L
3.2 2 c 3 2
L
1 I 1
3'2 2 3 2
4. TABLE WIDTHANDS. HEIGHT
FIN
FLANGEDWINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1 LESS.
1
vy=
'1
1�
1
33
I
. t i
�'
..
A
1.
1
1. 1 1•1
1
s I T1'1
11
1 1 1 ]
+. OC�GN PRESSURE LIMITAYIONS -
SIZE BLOaKS OF THE AOJACEN, T<9LE NI : H A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE
H,I,J KL
i 1
1',.1
1 1
_
212 2.2 212
2 3 2:2 212
-
3; 312;2 3,3
3i'3 3.2 3;3
3!3 2 •L 3 3
4I3 3 2 4 3
413 3,2 413
32.000
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
1
1
{
1
{
1 {
1
2 {
{
2
1 1
1
1
1
1
1 1
1 1 1
A,B,M
1
1 1
--•-
1!1
1 1
--
212
-2
2:2
-'`-3
22
2
2!3 2 2
2i2
- r"'
3;3 2 2
-
3 1
""-'"-'.
3;3
3 2 3:'3
-'--
313
212
- �-
3 3
IjZl
4,3
-
312 4 3
46.3 3 2 43
J
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
PSF
59
67
79
C,D,E,F,G,
1
1 _
1
2
1
1
2
...-
...: 1
<
2 _
1
2�2
2
3 3
2
_.....
313
1
3 3
2 .
4 3
2
__--
3i3
1
3 2
2
3 3
2
... _
4!3
1
312
2.
4 3
2._
42
1.
3 2
2
4,3
6. SEE NOTE 4, SHEET 71 FOR METAL SUBSTRATE
REQUIREMENTS.
37.000
H,I,J,k,L
1 1
1�1
1 1
2 2
2 2
2 2
21.3
2 2
2 3
3;3
1
1
1
2
1
1
2
1.
2
2._
2
1
2_
__2 .
1
?_.
_?_
'
A,B,M
__
._.-_
3 3
413
33
3 2
3,3
4!3
312
4;3
414
1 1
111
1 1
2 2
212
212
2:3
212
213
313
2 2
3i3
313
PSF
54
79
62
79
TO,E,F,G,
2
2
2
2
2
2
2
2
2.
2_
„2 .
2.
2-.
_.2_
2-
?_
_2 -.
_ 2_
4 3
2
4!4
2
3'3
2
4.3
2.
4!4
2
3B
-2
5;9
40.000
H,I,J,K,L
1 1
1 1
{ 1
2 2
8i2
2 2
23
22
33
3'3
2..2
3;3
4!3
3'3
43
3�3
3 3
TABLE KEY:
MAX. PSF
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
3:3
2
3 3
2
4 3
2
4�4
2
3 3
2
4 3
2
4 4
2
3 3
_2
5 3
1 1
4 1
1 1
2 2
21.2
2 2
2'3
2 2
3 3
3 3
212
3 3
4I3
3 3
4
OF UMITED) 117
PSF
49
79
56
79
79
HEAD 3
2
2 2 2
2
2 2
2 2 2
2 2 2
QD E F,G,
H,IJK,L
2
1 1
2
1. 1
2
1 1
2
2 2
2
212
2
2 2
2
3 3
2
2 2
2
3 3
2
3 4
2
213
313
C4 313 473
4!4
3 3 4 3
4i4 3 3 4 3
4!4 3 3 5,4
JAW ABOVE 3 3
44.000
MTC. RENLLOW' I H'e9C,OIaCyin'¢RF-VaL,JS�)F^
pTUloy coJ.,
MlG. RAIL n�°cow,�°Ra 1 -O 0.O$
��
'
22
V11
2.2
4
2.3
3
-..23
�3'd,
_2,_
3-43
2, 2 AI.4
214IJ
PBF
45
74
51
74
79
78
2
2
2
2
2
2
2
3E�%4
2
2
2
3
2
DP
48.000
H,I,J,K,L
1,-1
1 H
1 1
2 2
212
2 2
3 3
2 2
3 3
3r4
3 3
313
4 4
4,4
3 3
4 4
4J4
4 3
5 4
4,4
4 3
5�4
FULL nq: I mr,eJ�I Q,
2
2
2
2
2
2
2
2
2
2
2
L
3
2
2
23
L
2
-il
3
2
2
HEAD 2
JAIVB ABOVE P 2
3,4
3 3
3 3
4 4
4
°I bA
MfG. RAIL LYNry�
PSF
41
67
46
67
76
79
4
�'
1 Ix ....
JPJJB BELOW ��
2
3
2
2
3
2
3
3
2
3
3
2
3
3
2
3
3
2
3
C,0 E,F,G,
HIJ,K,L
2
{ 1
2
1 1
2
1 1
2
2 2
2
2 2
2.2
3 3
3 3
3 3
4'4
3 3
4.4
.....
4 4
3 3
4 4
4' 4
3 3
4 4
_'-
5 5
3
5' 4
-
5 S
4 3
5r4
4
MI'G. RAIL
_ * ? No. 5870.5 _
�3.125
A.B.M
2
2
2
2 2 3
-. _
2 2
3 2 2
_'1
3 3 3 3 3.1
.3
4 4
2
3!3
3
3
..
414
2
3.3
3
4 4
3 -.
4 4
2
3 3
2
4:4
3
•.-
5 4
2
413
3
-
5.4
3
..
5(4
2
4 3
3
-..
5:4
-
SEE TABLE 2 FUR -A
FULL DP '9'u =
1 1
1 1
1 1
2 2 2 2
3"2DR10
t0)NTELHNOLOGYORNE
CMD
R °.Face
Na9aeo-tsw
CERr OFAUtx
.�.nu�irtsua°m`�
P.sms
V9M U
�,,
•
® e.r..+.
- _.
ANCHORAGE
SPACING, STANDARD
...
TE
VIEW � T '•,
IMPACT
a+eb A�iYNPEN5BI05 E.
_ 4040.20 -. G FLP E.958705
ALUM. SINGLE
HUNG WINDOW,
JR
G
NOCMMGESTHISSHE
..
_SiOio"
s.,e
,
9 a!1.:
�.ovJj,1,7/L3•D7
��•• �:
�
.
'
.
:_ -
_.:,
F.K.
7MM
.
„. ...
19.125
D.E:F.J..
K,L
1 .
1
--1 •..
1
1
1
1...
2
T 'i
•
" 2
. 1.:::
2
1”'
2
1
2
1 -
2
1-11,
-
2
.1.n:
2
T
2
11 ,
"I"'
2
1.
2-
n„
2
'..T.r
3
. l
2
l
3
.a......,
3
2
3
....
3"=�3'
"
y..
3'"
JAMBS -17 V2" MAX FROM TOP CORNERS -
1112'MAX ABOVE THE MEETING RAIL
8" 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 S. 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 SIT MIN. TO 3V MAX.'
5 TABLE WIDTH AND HEIGH' DIMENSION ARE FOR
jiALFIN DIMENSIONS AR
FLANGED WINDOWS INT 0 p B
I .:. 1- LESS.
DE,.�IGNPRE4SUPS LIMITATIONS! , -
512EBLOCKS OF THE A0,JACENT TABLE 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. PSFK,L SEE TABLE 3 FOR
(DP LMSTED) 112 FULL DP
_ . ,. ,
,.
�: •.
'
.
'y: ... ..
'
-
24.000
D E F,J,
K,L
1
1
1
., ..
{
1
1
._. 1
2
1
2
1
2
1
2
1
"2
1
2
b,1
2
_ 1
2
1
8
1
3
1
2
1
3
1....
3
1
2"
1
3,
1
3.
1
3
1
3
�..i
3 "�
1, .
3
1
4
32.000
OE,F,J,
'K.,L
1
1
1
1
2
1
2
7
2
2
3
1
2
1
3.
2
3
1
'3
.1
3
1
3
1
2
1
3
1
4
1'
�:f
,1
%4'
i
4
f
3
1
4
1
5
1
3
t
5
37.000
-
PSF
79
`
-
D, E.F,J,
K,L
1
j
1
j"1
t
2
2
t
2
2
_
2
3
1
2
2
3
_
2 7 2
3 9 4
i
2
3
t
'�-
2
3
2
4
1
3
2
4
2 1 2
4 4 5
2 i 2
5 4 5
2
40000
., ...�
44.01M
PSF
79
79
79
79
DE:, J
I'.XL 'I
r':+RST
a
79
.?6.
1
,.,:.'76
_$
1
2-
79
'2
2
2
77
2
0'i
79
2
3
2
39
2 T_2
f4 - 3 =I
,�:
-«-
7
I4
79.
_
2 ..X
4
"
12 2 2
'3 5
2 ?
n 4 .5
•-'•". ...
2„ ,2 2
I 5 4 P.
-'°="="
D,E,F,J,
K.L
2
2
1
2
1
2
2
2
2
2
2
2
3
2
2
2 2
4 4
2
4
2
4
2
3
2
5
2
4
2
3
2
5
2
5
2
4
2
5.
2
5
2
4
2
8
1
3
3
48.000
PSF
76
78
70
79
79
71
78
73
76
D,F„F,J,
K,L
2
2
2
2
2
2
2
3
2
3
2
2
'4'
2
S
2
4
2
5
3
5
2
....
4
2
.....
8
:3
.. ..
5
2
4
2
_._
8
3
8
2
5
2
8
1
1
1
2
2
2
3
53.125
PSF"
71
79
63
71
79
64
74
66
+77
69
69
D,E,F,J,
2
2
2
2
2
2
3
3
2
3
2
3
4
3
5
2
4
3
5
3
8
2
5
3
3
6
2
5
3
,7
3
6
2
5
3_" ..
7
1
1
1
2
2
2
3
6
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
- TABLE 8.
SASH HEIGHT
SUBSTRATE.
12.776
16.776
18.776
21,776
24.776
27.776
30.776
37.708
ANCHOR TYPE.
0
0
3
0
z
`"U`u
0
pzo
0
.+ 0Q
N50
0
z
Uf
0
pzo
U�5�u'Urv>
O
.•+ {OpJ
o
z
0
z
0 0
,.� z
�'OrvD
U
0
z
0
�•+ O
S
u
N Qz
z
�UN
Ok!2
0o
m Q0
z
00
z
��NP�'WDTH
m, 0
Qz
z
19A25
1-.
'.1
2
1
2
.,2
1
2
2 2
2
2
2
2
2
2
2
2
2
2
_Ll .2-.2.2..2
..22
2.
.2
,.
'.,','
'2'
33-�..2"2
1
2
2
2
7
3
"2"'•'2-3'"2
3
3
2
3
'k-'2
3
4
2
3
79
37.000
2 1 2
2
2 2
3 2 3
3 2 3
3 3 3
3 3 3
4 3 3
4 3 4
74
40.000
2 2 2
2
2
2
3 2 3
3 2 3
3 3 3
4 3 3
4 3 4
4 3 4
76
44.0D0
2 2 2
2
2
2
3E23
3 3 3
4 3 3
4 3 4
5 3 4ae.aDD
72
792
2 22
2
2
3
4 3 3
4 3 4
4 3 453.125
2
2 2
2
2
2
3
4 3 4
4 3 4
5. 3 4
CERT.0FAUTK.:,n2! I I�
mtwwa'mn �„�
HEADJAMS
ABOVE 2
MTG. RNL
(FULL DPI
HEAD 2
JAMB ABOVE 4
,., MTG..: RAIL
-.
..
PNODUQ MVISED
TABLE 8. KEY[ ... -
-.a•I . ,
MAX. PSF
rnm11y wMW FM,idn
o.ijd,,
IDP LIMITED) 1 22
Ao-c I—063U2?B
E". Dwe ,�ZI
JAM BELOW 2
sy
MTG. RNL
Mix, Oo4e Pn
FULL DP
JPNB BELOWB
5 3 4 5 3 4 MTG. RAIL =* i N., 58705
SEE TABLE 3 FOR
5 3 5 5 3 5 FULL DP -�
ANCHORAGE SPACING, CUSTOM VIEW %CCsa''•�.<ORIDP..' ��';
ALUMtSING1EHUNG WINDOW, IMPACT ;�NAL E�G��
m.wre A. LYNN MICt�h, P.E.
I 's NTS' `10 • 11 . 4040-20 — G „ FL'P.EIR 53705 _ -
INTERIOR.1. FOR CONCRETE APPLICATIONS IN MIAMI-OADE COUNTY, USE ONLY
r - wrvcrxEre *.�'
1'3!4' MIN. ONLVISEE DETAILS E.FANDGTHI$SHEET) - 31318" 3. WOODBUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE
OPTIONAL lx o TOTALTHICKNESS IS LESS THAN I I/2". ixWOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
MINWOOD BUCK — _ INSTALLEODIRECTLY TO SOLID CONCRETE OR CMU. WODO BUCKS DEPICTED AS 2x ARE
(SEE NOTE 3) - 11r2' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
/4.114" .ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVNG JURISDIC(ION.
AX, MAX 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BEA MINIMUM STRENGTH OF .
SHIM SHIM 6D63-T6 AND A MINIMUM OF i/B"THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS,
pETP.IL A DETAIL B THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND AMINIMUM OF.UV
----- THICK. THE METALS STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDUW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
- i-3l4'MIN. EDGE ULTRAGONI*ROCONC. WOODBUCYS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL
( �` __ .'T ( ) .„ •- r ,RESSURENTINTO THE METAL. IF.THESE CRITERIA ARE MFT„THE RESPECTIVE PESIGN
r 11l4 MI EOGF fP U - FMCAGF CN
4- Rf: r »1.3 Lu 1�4y 1 E C Dn ): ..WL. f R;i/1 1dIN EDGE (JL7 CRE cFLEX NfA CfylU $ CRC FLE><LANTQ,C; NQ 1 fiaa;o /LY-A(,)CugpAGF. SPACING FORULYRACONS MAY BE USED.' ,' I'' 1
l
tix
30 ..5'ANCHORS ARE NOT REQUIRED AT THISILL OF.RANGED UNITS.1!4 1.' &'' E: FLATHEAD-ANCHORG. WHERE REQUIRED, MUST HAVE #12:TRIMFIT HEADS.
�'�MN. T.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
1/4•MAX. SHIMCONTACT WITH OTHEk DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CONCRETE ANCHOR, 1•MIN.EDGE FLORIDA BUILDING CODE.
FH BELOW MEETINGRAIL. (SEE NOTE 2) '— "- r WOOD ANCHOR,
FHBELOWMEETING
3.35 KSI MIN. CONCRETE RAIL. (SEE NOTE 2)
OR 1.5 KSI MIN. CMU
INTERIOR
(ALL JAMB DETAILS)
NAL WITH SOLID CONCRETE OR EXTERIOR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
174' 518' MIN, EDGE
2-7R'EMBEDMENT MAM—� 1!4"
WOOD FRAME MAX.
O WOOD FRAME _SHIM
.. �' a„'a"• a J. ^'`: 37?DIA. MINI _ �L-EDGE µ�mWrim RYJ,3au Flown- t..a
MQ
B�MIN v
/ X21/2 NAIL, 'ltiidus Cede
2-12'E4 EDMENT V AT CORNERS AwePbem No]l �06 �D,.O$
x21/2'NAIL. II'llnll� / (I — TrEWOOD
FRAME BeIH�r3s+ .76,?D21
131" DIA. MIN. AND
}- II L,131'DIA. MIN.
1!4• 6 x21/2'NAIL,
MAX. AT CORNERS
SHIM AND 5'D.C.
DETAIL F (HEAD) DETAIL E (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
10IO iECXNGLOGY DRNE _
N T. U A TH.
Is<0 asa ,eoo
o,k vgme CERi OF AlIT1. P29]30
JR DSAVf7 G RENSED7DfMTCHNEW1Gi1FBCANCNORADE .. cm+r
• FX '8/irDS J.J.' .?2197'
�2-tf2"EMBEDMENT
DETAIL G, (SILL)
E * ! Na.587G5 .r
=vf Ct =
%O '. STA EOF (�
%SAONAL11,ENG�`.
A. LYNf� MIaR P.E.
FL P.E.#,58705 -
SCANNED
BY
St. Lucie County
-:MIAMI-DADE MIA *11-DARE COUNTY
- PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY'AYD ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room208
`,.BOARD'AND CODE ADMINISTRATION DIVISION - T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy
`7 1'GTIhilustries, Inc.
1070 Technology Drive
North Venice, FL 34275
3b 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 -
Poduet Control -Section to be used in Miami Dade County and other areas where allowed by the Authority
uuiglJunsdiction (AHJ)
OA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
$zctrq kIn Miami -Dade Couity) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
xp;hauigthis product or materiahtested for quality assurance purposes' If this product or material fails to
perfQrjt1) in the accepted manner;, the manufacturer will incur the experse of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such praduct or material in they jurisdiction. RER
rieservesahe r ght to revoke this acceptance, if it is determined by Miami —Dad ounty Product Control
$echon t t this product or material fa is to meet the r ents of th 'ape ' le b ding code.
I his product is approv as cnbed herein, and been designed :o comply a Florida Building
C6de;' including the gh Veloci Hurricane Zoo{
DES(°RIPTION: S ries "PGT" flipped Extr ed Aluminum Tube Mullion—L. .I.
AI PPROVAL,DOC NT "- awing No. 6300 titled "Impact Iea"sist uminum Tube Mullions",
§hgets'-,d through. 2 L5, prepared by manu a e 08/29/11, with revision C
et te'd�06/19/17, signed and seated by Anthony Lynn Miller, P.E., beaf:ng the Miami -Dade County Product
Control`Revision stamp with,,*he' Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Sectict .,,
'LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
.madel(seies, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
h
ۥr.t ns-.
nntefl;erem.
'RENEV('AL of this NOA shall be considered after a renewal application has been filed and there has been
rio * change in the applicable budding code negatively affecting the performance of this product.
-
' TF:itMINATION of this 140 ( , =vianl1 occurafter the expiration date or if there has been a revision or change
of thy -materials,' use, and/or manufacture of the product or process Mistiise of this NOA as an endorsement
of.,'dny';tproduct for sales, advertising or any other purposes shall autotnatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words' Miami -Dade County, Florida, and
�2 t
oilow�d by the expiration dat= may be displayed in advertising literaiure. If any portion of the NON is
displayed then it shall be donein,its entirety.
INSP CTIONh A copy of'thia` entire NOA shall be provided to 'tile user by the manufacturer or its
t:.. ,
sh ibufors and shall'oe availatie for inspection at the job site at the regtiest of the Building Official.
his`�VOA revises NOA# 16-0218.03 and. consists of this page 1 and evidence pages E-1 and E-2, as well as
aj prtiva document mentionedia5ove. r
Th'e>'stili pitteddocumentation was'reviewed by Jorge M. Plasencia, PXv,
NOA No. 17-0630. 1
MtAMtDADE COUNTY / }. Expiration Date: May 26, 202
!Approval Date: November 09, 201
Page 1
n
i
M- TdfiAustries,=Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted utzderNOA No. 10-0819.05)
2. Drawing No,' 6300M titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
VESTS_- '. .
1 Test repots pi >s 1) Air Infiltration Test, per FBC, TAS 202-94
=L) Uniform Static Air Pressure Test; Loading per FBC,, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
t 4) Large Missile Impact Test per FBC, TAS 201-94
as. .5) Cyclic:Wind Pressure Loading per FBC, TAS 203-94
L F orced.Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installatioa diagram .of clipped aluminum
mullions, .pregated by Fenestration Testing Lab,'inc., Test Report No. FTL-6443
(samples A-1 i'2ru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
'. and sealed by Marlin D. Brinson, P.E.
(Submitted untfrr NOA No.10-0819.05)
C ' CALCULATIONS
1 Anchor verific-ition calculations and structural analysis, complying with FBC50
Edition {201d-snd with FBC 6th Edition (2017),'prepared by manufacturer,. dated
08/29/17; signekand sealed by Anthony Lynn Miller; P.E.
D i, QUALITY ASSURANCE
.r 1. Miami-Dadte.Dde artment of Regulatory and Econcm, c Resources (RER).
E MATERLAL CER'PMCATIONS
1 None
tj
S,
•>Y
i
� r
yt s
s
E-1
Jorge M. Plasencla, P:E.
Pro uct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26, 2021
Approval Date: November 09, 2017
U
PGTIndustries,.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-601 Edition
(20147, dated OU22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
G. ,-A,,OTHERS
Notice of Acceptance No. 16-0218.03, issued to PdT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
04.,'14/16 and C.'xpiring on 05/26/21.
E-2
Jorge M. Plasencia, P.E.
PI duct Control Unit Supervisor
NOA No. 17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09, 2017
- >;I, IISgial ..._.___..._.... I - �GENERALNOTES:
. SU'•IA t Jr + ;'MUSTBEANCHORED PROPERLY TO TRArvsFERw ruv � — -
q I •.O - ti.na5 .. •'.D
FIrUREtV '^ 't " 2)THE TYPEANDNtlIJ9EVTOPANCHORG IS CRITICPLTO THE STRUCTURAL PERFORM HIM TOFTHEMUION UPS.UNITSUT SHALL
MULTIPLE GPFNINO WIDM FCR VEAIIUIMULL •j ANG1E tO BE.
MULLIONS / sSEDETAIS I ADMA.LLAIDE HAVE BEEN ATESTEDAPPS RETHAN1ATING'AND WECNOT NEED TO BE DIRECTLY ATTACHED TO THENNLLION CLIPS BUT SHALL
A'D,G,H, pENGMAR NOT HAVER OM OF MORE THAN il4'FROM THECLIP.
sXEEru 'A THEANCLORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE MUW ONS ,, CALCULATED TO DEFLECT NO MORETHAN.VISD.THE 113 STRESS INCREASE WAS NOT USED
ICI f INTHIG ANCHOR EVALUATION.THE I.O LOAD DURATION FACTOR WAS USED FOR MEEVPLWTICN OF W000 SCREWS.
47 PROPERSE4!NG OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF O'HERS AND IS BEYOND THE SCOPE OF THESE
j �/ IIHII+II �/ 11 INSTRUCTIONS.
ills 3)USE THE COMBINED WIDTH OR HEIGMOFONLY XMTWO LES ON HIS SHEET AND
OEET 24, CTSTO FOR
UNEPRESSURES AND
.ET7nTRu¢ lil ` ( 1sSUETALS ANCHORAGE FCR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET ANO SHEET 24. FOR MULRPLEUNrtS CONSIDER
DNEET6 x+ I� nTHBUG ONLY IWO ADJACENT UNITS AT A TIME WHEN USING TH DESIGN PRE39LI'b AND ANCHORAGETAB[ES THE.LOWE5I DESIGN.
�.sXSET x4 P7C URC OF ML'LTIPL I}IFLIQ:3^R F�NESTRAnONpcODUCT55uLLPPPLVx
d OPE Mp, _...
neLNr '6)YJHEN FIND-NOYOURSRE IN THE'MULLION TAP!.ES,A.NAVS ROUND UFTO THE NEXT.SIZESHGW?+FN THET.AELE(5)
LALLL ". \' .. L
X IXtP1NlfX
SEEDETARE I•NLL T)AINCHOED PROP TYTO MATERIALSHPLL BE BEYOND WPLLORESSTGORSRNCCO. WOODBUCHS BY OTHERS, MUST
BE ANCHOREOTE FOR SUBSTRATE
LOADS DISSIMILAR
MATERIALS
ANCHORS PROTECTED AS RUAMPORROSIONIENT PNT
AS APPROPRIATE FOR SUBSTRATE MATERWL DISSIMEAR MATERIALG SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
FDresRnTwx 8) REFERENCE TEST REPORIS:FTL-8443; ELCO ULTRAGONIAGGRE-OATOR NOA'S •,•
F.DYGIS MAY
6EWANYTYPE. B) MULLIONS AND CLIPS HAVE BEEN DESIGNED& TESTED TO COMPLY WITH THE REOUIRLNEMS OFTHE FLORIDABUILDING
MIISTBE CODE, AND AREAPPROVED FOR IMPACT AND NONNMPACT APPLICATIONS. M'JLLIONSAREONLY TO BE USED WITH
MANIFACTUBED PGT-APPROVED FENESTRATION PROWCTS HAVING CURRENT APPROVALS.
_ OYPGT.
L10) MUWONS ARE IN COMPLIANCE FOR USE IN THE HVH2
SEE DU
ALS
11) QUANTITY OF UNITS WITHINA MULTIPLE MULLED ASSEMBLY IS UNUMRED PROVIDED THATTHE SPAN AND OPENING
HDNIZOMIl l Ay.G,M:
$HEEDS za WDTWHEIGHT OF EACH INDNqDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOa
LENGTH HCRRCNrAL
MULL INSTRUCTIONS:
LENGTH
I) DETERMINETHE DESIGN PRESSURE REQUIREMENT (LBSIFP) FOR THE OPENING USING THE ASCE-T STANDARD.
ADDITIONAL7oFM.U�IGURATIONB2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTATION PRODUCT'S FRAME DEPTH.
L6ULL P_ T------� 3)REFERTO SHEET 25 TOOETEAM NEIF THE WIND LOADINGIS'RECTANGULAR' OR TRIANGULAR1RAPEDNDAU.
-�DP _. � li., 4JfiMATHE CHOSEN MUWON'EMULUON CAPAu1YILBSM1T-TFRQM'i ADZES tATNROUGF iw+; ON£i cEiS 6TNROUGW'
_.._. ..•.-nur ni�tRIOFDENDING IF THE MULLION IS SPANNING VERTIGAILVO
r
SINGLEMUWON \ SINGLEMUUUON
'1 SEE C0RREUDADiM DEFALS
FROMRGURE I ABOVE
ADM 2015
MULL
PRODUCT REVISED
ComPI . E ItN Una Florida
Building
a TA-14e oeo 17-0630.01
auplrutlon Dat_o o5126/2021
M r r r M"
)� JH
OPENYn iND01H
F. WSIIcIJ.MW.
STEPI).
&) FROM THESAME TABLE USED IN STEP 4)ABOVE, FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LB& THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE By THEANCHORS AND MUST BE MEf TOATTAIN THE W W MULLION CA➢ACIIY.
AN B)FRCMTHECHORGAPACRYIL851TABLE ON THE SAME SHEETAND USING YOUR ACTUAL SUBSTRATECONOITION(MULTPLE
MAYAPPLY)SELECT PIJ ANCHOR WPPATTERN PND VE0.1FYlHAT THEREOUIREDANCHOR
I
."ANY LYNry
�,•'
.` `R . 130ENSF •' . (F
�
P i
WRVERDULWLL�
MULTIPLE MULLIONSPRESSURE_
G�gOppCDTT�Y,SMEfATE/PNCHOR-CLPPATTERN
T) IF THE MULLION CAPACTY LBSI OBTAINED IN THE TAGLE IS HIGHER THAN THE DESIGN REQUIREMENT ILBShTIFOR THE
TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
ND. W705 '
_*t/
OPENING, YOU MAY ME WE 'ANCHOR CAPACITY ADJUSTMENT FORMULA'
VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FORTHE SAME SUBSTRATE
.9.//�
�}1 V' �, �Z•'w`
%.
e)VERIFYTHE DESIGN PRESSURE RARNG(LBSIFP)FORTHE FENESTRATION PRODUCTTO BE USED PNOCOMPARE WITH THE FINAL MULLION
THE LOWER OF THE TWO SHALAPPLY FORTHE ENTIREMULLED FENESTRATION
0 , ATE g,
:-�s F<ORIDI;.'
A"'iITIONAI
1ON 0N
CAPACTTY(LBSIFT`IOBTAINEDFORWEMUWONSYSTEM-
E?ANA
PRODUCTASSEMBLY.
A. L,A(4 MILnmk'd.E.
9)HIGHLIGHT OPTION USEDAND TABLE VALUE6l1SEDINASPECIFlCAPPMCARON WHEN USINGTHIS NOA TO APPLY FORAPERMIT
FL P.E.#58705
I ..
fy
DETAIL A.'t I' k* v. "DETAILS., c
.Y . IkLLIONT02XWO61 BUCK. A10Lca� `T'•I' '_1 TLC I`y ^'MULLION ATTACHED To ix �'° auc
- WOOD BUCK AND MAS
"rrA
(OFFSET
WOOD FRAMING SET CLIP SHOWN) (STANDARD .CLIP S WN) u
sl
muwaN ^ —
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pECWAn08E0 FOR �� FlNFRAMEO
ETHER OR� vnr<coWs.s�n'wrov \
SIDE VIEW -.-
FRONT VIEW
INSTALLATION NOTES,
1) ANCHOR EMBEDMENT TO BASE MATERIP SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QWWTRY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE,WCHOR CAPACTY IS BASED PARTLY ON THEANCIDR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED. REFER TO P.IE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS MD. EITHER THE STANDARD OR OFFSET CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEX� OR FLATHEAD.
d) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET 3.
5) FOR MASONRY APPLICATIONS N MMHC-0 ECOUNTY. USE ONLY MIAMNOADE COUNTY APPROVED
ELCO ULTRACON OR ELCO jr1S.S. AGGREGATOR MASONRY ANCHORS.
�ttP nNplap
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NOM10. 17-0630.01
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MIN 2l Yd CONGFEIEMdM
FRONT VIEW
M
FRONT VIEW
GT I NOTE v
QN ,
IP) E / cTtj MAY MEINSTALLED IN'TEE•OR CROSS"
11. t INTE126E�nONS.
2) MAY BEINSTALLED HOA(ZONTNLV
(SHOWN) OR VERTICALLY
3) SEE UFCLIP DRAWINGS. SHEETS 21-23
Y
FOR CORRESPONDING MULLION.
ti
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DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES per LRE
TEP SMT
()ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND'NALLDRESSING On STUCCO, PEi SUBsiflATE 0
SEETABLE91& S
)QUAN iAUSE NEHORGN:DMVl110N S12AMT, PA PARTLY ON
ARE.ANCHOR To ANC P DHSTAN1Uk _ 0. r SHEET£ P
CORK CTOUS MEMJCCO6 TION 6Y'ISBORSM HTEEFOLLEAND,i F 0ANCH0TOS5-yyCF TriE a12i FGR _
FOLLOWING
SHEETYANOLOCATIONOF EITHERSMUSTBEFDOROFFSETCLIf MAYETASED. THE hpE
FOLLOWING BHEEFS FOR DETAILS A-D, EITHERTHE STANDARD OROFFSETCLIQ MAY BE USED. Loc4TOP6
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD
<) Y/000 BUCKG ME OPFIONAL, SEE DE(NL C, THIS SHEET. MNLM
EGGE
5) FOR MASONRY APPLICATIONS IH MIAMI-DADE COUNTY. USE ONLY MIAM4DADE COUNTY APPROVED DITTAA
ELCO ULTRACON OR ELOO lle S.S. AGGREGATOR MASONRY ANCHORS. FOR 51EELSTUDSTHH HBRT YET,
FRONTVIEW 10 GA AND OOmpH ,MTH THE FL BUILDING f111Se
CWE;A.. SAC..STU&m.
L'r ATFACH—T UY OTHERS.
EXTERIOR. 'WE"WAHCHwi SPECS SIDE NEW
NOTES:
1)FOR 2MWOODR MEO STEELSTXIS. WOOD
ANCHOR VALUES MAY BE USED.
2) SEE CORRESPONDING MULLION TABLES,
SHEETSS-20, FOR OUNYTIW OF SCREW(
I
SEETPB4E5
MN2i 1(SI GCMCXETEGCMU 1Rt9B
S;DE VIEW
PRODUCT REVISED
pl ins M tvv FleHtla
emu`eing I:pvv NDA-N.. 17.0630.01
Bx,InBOR Pal. 05/262021
* f NR. 5B7M
DETAILf-P
or ANGL �MULLIONbLIP.;��,'at J
FIELD -MODIFIED MULLI N.CLI,
(ANGLE CLIP)
REST"' MS 2�RMS
Tow�lFcumu'+AlE4
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SIDE VIEW
TOP MEW
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EDG. �TION OPTION 0
DWAHOE P, NOTES FOR INST?
RANCHOR 1) USE) N40M CUPS PER MILLUON END. CLIPS MUSTBE INSERTED INSIDE OF MILLION.
NOTES L �ORINSTAUAMWOPTIONS F. 2) DETAIL Q SEETABLES 111-148 FOR ANCHOR QUANTITIESMI) SHE— 21-23 MR HOLE
I)DETAIL ISKMAPPE.TCABLEFORTHaMYORl.2WX2.11'X.12rmmiON. LOCATIONS.
2)SEIRTMILES B-13B FOR ANCHOR QUANTITIES AND SHEETS 21.23 MR HOLE LOCATIONS, 3) DETAIC 0: SEETABLES IM OR 16B FOR MCI IOR QUANTITIES AND SHEETV FOR HOLE
LOCATIONS.
3) THE VS CLIP 15 NOT SL[ffPBLll FOR THIS PPIPI-ICATION.
— -. - - 1.14 -
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(DP-)X(ANCHOR CAP- =ANCHORCAP.®
MULLION CAP.^_
USE THIS FORMULATO OBTAIN THE•ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN F IS LOWER THAN THE MULLION
CAPACITY (FROM THE T{ BLE) OF THE SELECTED
MULLION, V WILL YIELD AMINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
zAmmnOa4r NF.ac.IM:/p.trm a35•Alm.(Fl9.R wA WA wA wA wA wA _, w4 WA WA WA WA :+" ^^ "'" "'"'• ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCT REVISED
1 /+weal F+aplb, 5Y tWw 185me 3Hw Ns me BEw +pima tmlm tnw POw fei lb ]l2w few +`Sim a1w 89pw ANCHOR CPPACfIYTABLE a PlYiaag NUT the Mid.
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NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANUANCHORVALUES AS THE STANDARD CLIP, N06N9._ H7A670.01
B.apimfl9n Data OSY2612021
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mlam fadu[
FIGUR51: FIGURE2 TABLENOTES:
..,}I '.:P�" I .y ;.. �01� Q. • �.,-� ; I1ShESHEST I
' _ � •�- FOR"R'd40N tN11 OADING.
BEE SHEETS 24 FOR GENERAL INSTATION METHODS.
-
'2) LINEAR INTERPOLATION BEPNEEN MULL LENGTHS ANDIOR OPENING WIDTHS IB ALLOWABLE
FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SH S21=23,
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 21-23. 29�"
FIGURES SHOW SUGGESTED, APPROXIMATEXOLE LOCATIONS: A,` YLYNIy2
ers• : aoN......... M �1 _ E�
ANGLE CLIP MUST BE USED IN PAIRS. 4)SURSTRATESI CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS. HOUOW AN
MOLE �: S`; •'UCENgF':�C���:�
CONCRETE CLOCK UNI(CMU) SHALL CONFORM TO ASTM PW.WOOD SWILL BE PRESSURE- YED
+ FIGURE4: FIGURER: FIGURE& YELLOWSOUTHERNPINEW MISGOF8.M5 UMINUMSHUREWO TSANDBEAMINIMUM F.12S - I
No. 58TI]B
THICK STEEL -STUDS TO BEA MINIMUM GRADEWMD.O TNICK(18GAUGE).STRUCTURALST TO BE AT 1'X3'X.12SMUWON C*T�
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0 THENATERIAL.#t0alM2ANCHORS INTO WOOD MAY BE STEEL 1B85.S.OR410 S.S, G�1 , ,�
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1) SEE SHEET I FOR WSTRUGTIONS ON USING THE TABLES AND SHEET M FOR INFORMATION ON LOADING.
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A. LJFM MILLER P.E.
FL P.E.# 58M
BE W000
LENGTH ..� 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR WE WOOD SJmWA)E.
ANGLE CUPS WITH (4)012 ANCHORS HAVE A CAPACITY OF 895 USE. THOUGH EITHER ONE. COULD BE USED, THE STAND
SUB
3)VERIFYWE DE IGN PRESSUREOF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM, THE LOWER
AP SHEETG 'PLY TO THE OVERALL ASSEMBLY FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH WE MUWCN AND Tf: FEN
s3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRAI ESAND FENESTRATION PRODUCTSTO MULLION.
INTHIS E%AMPLE, THE DESIGN PRESSURE REQUIRED WAS •1-6 OPSF-THE OVERALL MUWON SYSTEM WAS DETERMINED TO
3DNVTHE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HANT 9EEN USED TO C.ALf.11lAlE WE ANCHOR CATACRY REOUIPEO
3R--f�3S 636LBS-
-II—I.NU WiDT^� •. -(So PSI =524.4LBS IMAYBEUSGDTOG-.tL I'Y#10STELLBCREWSFROMTABLE4BI
., _--.-•roPemxowQlx--„ ,e , �, 72.'PSF
BUILDING SLIBuTPATF IS✓.OWN TORE CMUONNHEJAMBE AND USE.S"ACONCRETP,IHC4EER ANU PILLTHE Mil"ZOW FIR
BE
F61C
ESK
SM,
BEE
FOR
WEE
I1 DESIGN PRESSURE OF+SO.N93A PSF.
FOR WE VERTICAL MULLION:
- 1) INITIALLY ASSUMING THAT V WIDE MULLION IS SUITABLE, THE MULLION LENGTHS 32172111105' AND THE OPEMMG
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED, SCAN THE MULLION TABLES FOR A MULLION THAT IS AT
WI
EAST
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0155.0 PSF. I.FTHE TABLE DOES NOT SHOWTHEEXACT S
US
'XA IPLE4 MULTIPLE MULLIONS
' 6EEOETNIS, FROM TABLE 3A, SHEET 7. WE YX2.75'X.315" MULLICII(LENGTH =1OV. OPENING WIDTH= E07 MEETS THE DEPTH REQUIRE
MULmmH—I(-- sIEETs2a ANDWOULDNOTBESUITABLEFORTHI3APPLICATION.
FROM TABLE 12A. SHEET 16, THE 2' X 4' X.250- MULLION (LENGTH=108',.OPENING W D1H=60] HAS A DESIGN PRESSUREOF
FORTHE OPENINGAND MAY BE USED IN THIS APPLICATION. NOTE WEANCHOR CAPACTY REQUIRED OF 971 LBS.
BECAUSEITISNOWKNOWNTHATTHEMUWONWILLADD2'TOTIEWIDTHOFTHEMULLEDUNR,THEAOJUSTEDOPE
IN04
FENEeTPATQI DETAILS.
ASSUMED. VERIFYWATWE DESIGN PRESSURE IS STILL APPLICABLE FOR TIEADJUSTED OPENING.ALTERNATPRLV.
EW
PROWm',I S1EE15
APPROVAL 2< THE 73' DIMENSION(35-12'+35AA!'tT=73U.
_
+ 2)USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR WE CONCRETE SUB
-+
vER Du1 CONCRETE HEADERANDSILLARE 8-MODE. IF THE MULLION CLIP WERETO BE CENTERED WITHIN THE V. CARE MUST SE
USING THE STANDARO CLIP WITH (6)3/16' ULTRACCN ANCHORSATAN EDGE DISTANCEOF 2mIA' GIVESANANCHOR
TAK
ALIT
NuwoN`
LE SEE -SEE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 97I LEE.
4 oE.w6.i DETAIL E. FOR THE HORIGONTALMULUONS:
�NIELT6R SXFFT]
DPEN:IG
HENJlT BECAUSE THE VERTICAL MIJ ILI. BE A2 X4-X.250'MULLION. IN THIS EXAMPLE WEWILL MATCH THE HOR60N7ALA
DME
FOR MULLION TYPE COULD BE CHOSEN.
I
1)TXEMULLION ELTIGTH 1538" AN:7THEOPENING HEIGHT9333'-t2 V=10T.PEFEREMMNGSKLND, WECALUMNU
�Ln +,N• /A, USED.FROMTABLE I2A, SHEET 16, THE 2 X4' X:26b'MULLION I@ LENGTH = 42', OPEN!NO HEIGHT =12T)HAS A DE;
IM
RE
R£QUIREMENTSFORTHEOPENINGAND MAYBEUSEDINTHISAPPUCATON.NOTETHEAN040RCAPACITYREQUIREOF521
2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY ANOCUP TYPE REQUIRED FOR THE CMU SUESTRA
WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THEFASTENE
(4)3116'ULTACONANCHORSATANEDGEDISTANCEOF 1.0b SANANCHORCAPACTTTOF540LBSWHICHISDRFAT
ANCHOR CAPA(M OF 521 LEE.
4) FOR WE U,CUP IN THE HORIZONTAL MULLION TC'7ERTICAL MULLION, USE THE SAME ANCHOR CA ACITY OF 52118
CAPACITY I51074 LBS WHEN USING 3 ANCHORS. MCH IS GREATER, AND THEREFORE SUITABLE, FOR WE REQUIRED
ANCHOR TYPE IS A#12 STEEL SCREW.
FROM THE ABOVE STEPS. 06R MULLON DESIGN PRESSURE IS:
+/-64.7 PSF FROM THE VERTICAL MULLION;
N-170.0 POP FROM THE 3V HOPEDNTPL MUWON ATTACHING TO CMU'.
+1.170.0 PSF FROM THE 3V HORIONNTAL MULLION ATTACHING TO THE VERTEX MULLION (INTERSECTION).
THE LOWEST DESIGN PRESSURE IS+/E4.T PSF AND WOULD APPLY TO ALL OF WE MUW ONS
VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM -WE LOWER DESIGN
PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MUWONA
ACCORDANCE WRH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND RNESTRATION PRODUCTS T(
+60L1.60.0 PER --
(4) #12 ANCHORS AND THE W
i FENESTRATIONPRODUCTB.Wl1
OF SO PSF: I WI
IRESA
•73'. REFERENCING SHEET 25.
%ME DEPTH OF 23 8' AND WILL
ERSUEAVAILABLE.
DESIGN PRESSURE IS+A15.1 PSF
I EXCEEDS WE RECUIREMENTS
AND THEREFORE SUITABLE,
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