HomeMy WebLinkAboutProduct Approval (2) MIAMI•DADE MIAMI-DADE COUNTY
Em PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wwnv.miamidade.sov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.-
DESCRIPTION: Series "PW7720A"Aluminum Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10,dated 04/12/13,with revision D dated 03/16/18,prepared by manufacturer, signed
and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#17-0614.11 and consists of this page 1 and evidence pages E-1,E-2,
E-3 and E-4,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No. 18-0430.05
MIAMI•DADE COUNTY //f Expiration Date: February 19,2024
Approval Date: August 23,2018
Page 1
u d
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1112.09)
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 sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Aix Pressure Test,Loading per FBC, TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system,Duraseal'o spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 16-0629.14)
2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC,TAS 202-94
4) Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestration Testing Laboratory,Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03-1105.01)
Manuel Per,6, .E.
Product Control F ra ner
NOA No. 18-- 30.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-1
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 09/15/17,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their
"SentryGlas® (Clear and White) Glass Interlayer"dated 06/25/15, expiring on
07/04/18.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers -Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/in.
Manuel Pere , E.
Product Control E a ner
NOA No.18-`0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 611 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,RE
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NDA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW-
701/720/820"Aluminum Fixed Window—L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-7720A.1,titled"Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision D dated 03/16/18,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
r
Manuel Fere ;P
Product Control ExID' er
NOA No. 18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-3
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
3 Water Resistance Test,per FBC TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
7)Drop Load Test,per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1
(400 foot-pound impact)
along with marked-up drawings and installation diagram of a series PW7620/PW7720
aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc., Test
Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition(2017),prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 611 Edition (2017), dated April
20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia,P.E., Product Control Unit Supervisor.
G. OTHERS
1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series
"'PW-701/720/820" Aluminum Fixed Window—L.M.I., approved on 10/1 and
expiring on 02/19/19. ; ,
Manuel Perez fP E
,Product Control Exa in
NOA No. 18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-4
GENERAL NOTES:SERIES PV 7720A
IMPACT-RESISTANT FIXED WINDOW - DESIGN PRESSURE RATING IMPACT RATING
i)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLYWITH S_VARIIETS 2-S LAI' Z TRE3S MISS"
THE REGUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE
ANCE
HIGH VELOCITY HURRICANE ZONE(HVHZ). 49'TIP-TO-TIP WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 48'BUCKWIDTH 4B'BUCKWIDTH 48"BUCK WIDTH
DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE'.V 45-1/4'VISIBLE
IN THE HVHZ,THE OUTBOARD LRE(CAP)MUSTTEMPEREO. LIGHT WIDTH --J 4S1/4'VISIBLE 4S714'ASIBLE CTRf.\';SID
~ LIGHT-GTH LIGHTWIOTM n;plTi;trvith lYa Flrn-iia
3)FOR MASONRY APPLICATIONS IN MIAMI-DAVE COUNTY,USE ONLY ' '_ F,SHEET 'I r 2"MAX Oeiil 9o'dr.'
MIAMI-DAVE COUNTY APPROVED MASONRY ANCHORS.MATERULLS B,SHEET6 D,SHEET'_
HSHEET9 •trui�-' 1�(g�o4�•�S
E"--Ltrc
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM CW - !�•
CONCRTE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER
ANCHORI I r
ANCHORTTMA eY
:.Tsai �:Rt•drnt:-,s€
4)ALL WOOD BUCKS LESS THAN 1.12-THICK ARE TO BE CONSIDERED A C- E.SHEET
IX INSTALLATIONS IX WOOD BUCKSARE OPTIONAL IF UNIT IS STA BUCK SHE1ET7 I C 9G.SHEETS I E.G JR-03116/18-UPDATED
INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2% — H.EIGHT I C I ——_—— VALUES AND SIZES FOR
ARE I-12'THICK OR GREATER.IX AND ZX BUCKS PHE¢ JSED)SHALL BUCK r
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE ( HEI KT GLASS TYPE558.
WOODBUCKDESION AND INSTALLATION IS THE RESPON5181ITYOF 93-I!4" I 911 14• SERIES NAME CHANGE TO
THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). 12-MAX VISIBIF 12-IMI 93-1/y^ VISIBLE 7720A FROM 720.
O.C. LIGHT D.C. I VISIBLELIGHT
MATERIAL ANCHOR EMBEDMENT TO BASE MATERSHALL BE BEYOND WALL HEIGHT LIGHT 1 HEIGHT
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. ' I 97- HEIGHT
NARROVl JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE TIP-TO BUCK > - N N
FRANI.INSTALLATION ANCHORS SHOULD BE SEALED OVERALL I TIP I 5-MAX.
I HEIGHT _ 3 a"
SEAUNGIFU1SHiNG STRATEGY FOR WATER RESISTANCE OF HEIGHT O.C. .-
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE I ( I p c N Q
SCOPE OF THESE INSTRUCTIONS. I I O a _ N! I N
6)MAX U4-SHIMS AREREQUIREDATEACHANCHORLOCATION t 1 1 I — I O p p Z Q
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS Z
CAPABLE CF TRANSFERRING APPLIED LOADS.WOOD BUCKS,By 1}T Iy B yl I�12"MA%O C a L.D—I )�12"MAX.O.C. F.H 2 W Q W -'
OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6.12•AW( MAX 2,MAX. I �—5"MAX.O C. W V m O'er Cl
IMPOSED ON THEM BY THE WINDOW �I
7)DESIGN PRE BURIES' TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME o> y z zz ^o
A NEGATIVE DESIGN LOADS BASED ON STRUCTURALJCYCLETEST ELEVATION ELEVATION ELEVATION o Z m O
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300 1¢- Q WO
B,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. J J
STRUCTURAU CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE 1:
PER ASTM E1300 GUIDE TO SHEETS: 12'O.C. SHAPESASSHOWN BELOW'ORSIMILAR,MAY BE USED BYINSCRIBING THESHAPE INABLOCK H W
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASD. MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS2-5. (p a0 raa•r6
GENERAL NOTES........_..-._..-...1 ANCHORSPACING TO BE 6-MAX FROM CORNERS AND IT O.C.MAX.FOR ALL CURVEG FRAME a' Z N
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS.....................___-_1 ? IMEMBERS,SEE FIGURE I,THIS SHEET.
ZIW y
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS............2-5 • / O O 2!
PRESSURE THE 33-1M%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES.........._...2-5 12-O.C. WIDTH KtDTH---I O Z
_��ll
I'-WIDTH-1_I-N90T11
THE DESIGN Of THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION,FLANGE........-B MAX. •/ -- _I o Z_ Q
USEDFOR THE EVALUATION OF ANCHORS INTO MOD.ANCHORS INSTALLATION,EOUALLEG......7 I(- T -, Tr r -, D K o
FORTHAT
CO MEINTD CONTACT WITH OTHER DISSIMILP.R!dA7ERAL5 INSTALLATION,INT.FITJ A.....-..B ( ' Q '/ W -
SHALLMEETTHEREQUIREMENTSOFTHEFLORIDABUILDINGCODE INSTALLATION.IW.FINB__.__9 TL =; J;l wFOR CORROSION RESISTANCE. CORNERASSROFILE............_._10 "r `w uXWFARTS LIST PROF............._._.'OO MAAK I 1 LL J 1L_ J ILL T7 d
9)REFERENCES:TEST REPORTS FTL-3835.38507212&1&]783;ELCO PARTS LIST........... 1
ULTRACON NON ELCO CRETEFLEX NOA ANSVAF&PA NOS
FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. Imo_ WIDTH - I--W'IDTH--{ I--WIDTH-�-{ WIDTH
\\tt Illa!
TABLE 1: — Ej
r r � � ANY LYry/y
10)THE 7720ASERIESWAS FORMERLYCALLED THE 720'820 SERIES Type SMael T� T T(D-'ll"
t
R
CODES ISTANDARDS USED: 1 7110'Laml 3!16'An-.090'PVB-3r18'HS 2 w wum p c2017FLORIDA BUILDING CODE(FBC),6TH EDITION 2 7Ho•Lemi 3'16"HS-.090'PVB-3178'HS 3No.58705cA5TM E7300-09 3 11116'Lauri.IG 13!16-T-7!16-Air-9I6'An-G.W'PVB-3'16''IS' Z 1 L J _ :�f�__Q�/JdA^,•���
.ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION 4 1-1110 Lam!.IG 13!16-T-7!16 A1r-1'18'HS-090-PVB-3!I6'HSI 3 p �'
5 ]/io Lauri fYl6'M-.090'SG-YfE An 4 "'DTH - h- WIDTH-{ WOYH-"{ WIDTH-{ 7]AAAI Mlb(D (V
.ALUMINUM DESIGN MANUAL,AOM-2015 )_ — __ O•• ST lE F tV
cA1515100-12 6 ]it6'IamI 131I6'HS-.003'SG-L16'HS 5 Tr--- -� {r--- Tr- -, Tr--- (C PlORIDT"
-AISC 360.10 ] 1.1116'lam!.IG 3116'T-7l16-AII-Y18'An-f150'SG-3/Ifi'An i �� l �� is lss/.........
e t.1na•lam..lOwna-T.meaT.3H6•Hs--999-sD-.v1e•Hs s �,. O �_ r' a ONAl6
THIS SYSTEMHAS BEEN TESTED TO MEET THE 430 FT-L -SG"='KURARAY SENTRY'GLASi°INTERLAYER"BY KURARAY AMERICA,INC. l 1!1111111\\\\``
KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF Rver='KURARAY TROSIFOL PWB INTERLAYER'BY KURARAYAM6UCA INC ALYNNMILLER,PE.
ANSI Z97 1 WHEN USING GLASS TYPES 6 OR B.
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Window Design P1es m(+/.,p9Q for Glass Type
1- Tp.Taro. 7116•IAMINATED
63na >a n ]9.Y4 91 R m W Im 1 tab i J ttB.vz GLASS STACK I
Y e6d-1215•9'W-1Y35•60'-121.7•9N-11981.f(!'110.5�.5d�1135 •E¢I.111 •8pl-1035•Btt-105.3 •9N-104.5-M IC S,•02+10.1.5
as .'»'+1:61 145 -n2B •-pT,S:•b.9IGs•6ry-+911 - 1•p0-W.1 .C90'SG INTERLAYER
»t ♦901t201 .95'-1ta.5•3!y-t9r.a•9C,93.2 .90!_1W 5 HY-9l. •90114a 99'-91 •/-03.d7 02!8e 4ie5.5 1 '
•9(V-1144•9P:101.6.M-s 991 •-9p'.1 + ed.'_'2. H.B?.f 1.950 •/A3 •r1.R11 v.9a A01 3/16'ANNEALED GLASS
43 •99'-tae.T.&M-102.5 -9N-89.0 •99'-B>.I .sv-s4.9 .99•-B1 •HA1.a2 .!.02.1 -.1 .1-1 1 H.n9 --s1 T5s 1'16'ANNEALED GLASS
aT .99'-101a .3N 690 -9N.B5.> .36'-'e3a •9y.91a •!-37,5 .x.33.9 1 H.et .1-]09 ' H.'r4T H-Ta] .•.-'.T i •./-Y2 PRODUCT KEYISDD
E .99'.,011 •9d-9T -90.'92.0 .30'.:09 •(_03,5 .Id:.] .,a12 •M1Ta.S 1 .1.>E., 1 ./.:).3 .!-11.7 1 •'93d - 0 C`� 11 -p`ry'ly�R'KM OL Nmiia
G 51 •90/.98.1 +3tl-02.1 •90.-901 -t_3.z H.BSi •%-62 H-181 ,1.19.3 H.nR -T)2 Haa.a_ _!„ _B B°'k"'gOnLe l9•tr43D,o
9 5] •OYpS] •O(Y91.1 •i-0].d -050 ¢3] .r.80 •/.T! 1 •/.]4.f H-T I.3 •!b8.1 .1.663 x'54 8]2 -` A.neP�xe Na S
F 65 •4'-025 •1801 •/-ba] •ib1.9 HB14 •/19.1 •I-TI.O •!_]1.9 •1-1 1 •1094 +1.639 si *I-612 5t8' LP 0.hli
a° 6] •/-98.9 •i- a -81.0 -.9 YI-]9 •1 42 •1-T3 I-•11118 -e69 1 •IAa: Hb1.9�_fp l GIASS BITE f+-LONG SIDE B
Ia S) H-0T.1 *192a .1191 4 .160 .:.Tt.t •ILT.9 •161.0 b22 •(40] y
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all •.318 •180.8 H-11.8 •`-i 9.2_ •I-Ta0 •l-]I.: •1.69 ,1.65.9 +1028 H3p9 1-2 l///. ! ].iisi hN irtMOtt Can•h0
61 •!-02.5 H-]00 •1-14.6 •-1).2 +1114 - 1/-655 H-83.9 •/-50.0 _..._ --_ _ }
65 H-801 .!-T ./-730 •i-122 +r.i0a •I-BT.3 +I64.a .1.62 __ I IXTERIOR SHORT
I •/.Ta •rasa •1-717 .1-n1 1Rs4 Hb31 H3z4 JR-D3l16/t8-UPDATED
as-IM •I- .3 .1-73.6 H-n -.•435 H-,a •/33.3 _ a 20 13 SIDE VALUES AND SIZES.
n73 H-73 -.2 +!.995 +:.94.a .1320 -a I L
•. •!aes Hba2 !bl.c -- --� GLASS TYPE 5
J3Y1 H30 •f ./31.9 •140.9 --�
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN THE
TABLE TODETERMINE THEWINDOWSIZE �-LONG SIDE�I
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLESTWINDOWSIZEIN THE TABLE ABOVE WHICH THE OVERALL OWENS'ONS 113 Y O
COMPLETELY FIT WITHIN. SHORT f
SID > ._•�
E 3
K
O Is 19 •T N Q
TABLE DIMENSIONS NIAY BE O M U) t`
TABLE 6: ORIENTED VERTICALLY
HORIZONTALLY AS SHOWN. Z LL m o p W
Wads,Doslgb P-ra(H-,paf)for Glass Type 7 X W O
®IPI wUd O� O
TJ T] 73-Ya 0t I ES 9- M 1 101 105 -09 ,,0.112 f Z O � 6YO
a1 .BN-1]o ii
a •e1F'n30 •901-,a0 •:'4!t3p a90!-130 .90..130 o0/-ta0 BW.faO' BC'-t]0 .Ba.taO �p'130:•9d t]0 1-Ili6"NOM. Z
31 +90-130 b •5d-Ia0 •Bp/- ._• .. . GLASS STACK-1-1 � n o
ib •f91130 s9a1.1MA .59 ta =vb.,a0 .v0'-130'_9tl-130 .69_.iJO 1 `iu.l�0; 99'.IaO 7!16"LAMINATED �' O V Z
35 ?tl.ta0 M b'-130 .130 •Cd-130 .W.150.•W'-1}3 +99-"a •90'-130 •9U-130 •69'-1b .,>'.-ib'•�--tom GLASS STACK]0 •B9-t}a90.'- 039 •90r.1:9a90.,:15•Btl-115a .6N-1215 x501-1;91 •99'-114.8,f41-11251.901-1,04•9N-1036:a0'iW 3r KN-1p9.3 J/1G'TEMPERED GLASS Y16"ANNEALED GLASSJ m"s.a•99'1112+991,00.9d-1184 •9N-11301.DWI-1.Os •6N'-f0.2 a �6M�t01.a •B9IA'i.4 9i.]'•93'�Oil 3116"ANNEALEDGLASS+90.:1293 21 5•9Y-115 B•P0'-113 9+9ry.f 114,96.191 S•00':M z•fd 100.8 9d 9+ 1•ttY 938 .99.02 00 9 +DbAOs 9 ,58•B0 1110-B0.1091•99'102.3•B61a20 •Wm_T .Ov 923'•90-a11 •.319 - .-a59'•8Y3s1 7(16"AIRSPACE 050'SG INTERLAYER SHORTW2 KY1.1 .30.-1081 •eN 191St•96'140 •9]'9a4 •Pd 915 •r 09.1 -05. 1 9'814 I '31.] � SIDE 1Q m Z Of
p0a 431 010.931027 •9W W 65.9 •M'-B1. •1168] 1 +0.0'0)5 t ]•901.1'0.9 .5 01. 890 •WI91� 96 2] .198.J •!&32 8N 1 •d >1 5 -14.5 IW Z
.0 90.ed.T 9d 66] •Wf 90' 4 •/e' •BdO] 8601 IP 49 2J : ->14
36 93�. - 9 09.3 •el'ba.6 •0.023. 9. - d 89.1 5 i -91tl925 �9f •BY424 ./IB 5. Z d O
sa •9dPo5 •dM-9]5 HBD /d9. 9N ]1'
I•PY40.] 11.,61 ) l of •M108.2 -- GLASS BITE O Z
IN •96'95d .9IX-913 •137] 9U392 a .r,a .1.745 /TI IbBi 11- / _ , LONG.188.1 •0Y 043 •BG-321 > r4 H-E9B / SIDE
B0. •E%TERIOR•1.11.1 HT1 .67 21 13.] 4 1
9n H 119.4 1 ns. 714 ..6aI I - 1 I GLASS TYPE 7 _
32 .I.9aB .:490 1 - )\\\111!111/111
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS.SUBTRACT I-FROM THE TP-TQ TIP DIMENSION IN THE _I SHORT
TABLE TO DETERMINE THE WINDOW SUE -1 SIDE
Zr FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3?FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MINCH THE OVERALL DIMENSIONS
COM1IPLETELY FR4YITHIN. _* N..58705 A
130 aT+\1duF .T•!!/':
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FYI I)Illllrq/ 1070 TECHNOLOGY DRIVE <� �6
N.VENICE,FL 34275
a JG��. NT�� (941)480.1600
COPYRIGHT 9101'/PGI INDUSTRIES,INC 'z a;
Z;O D n CERT.OF AUTR.829296 ALL RIGHTS RESERvlD N
z =r;y o'^ y:Z FIXED WINDOW INSTALLATION GUIDELINES 4112113 y
DESIGN PRESSURE TABLES 4 ?.0 J ROSOWSKI
/����FR •'1`\��`�\ r PW7720A y' NTS 5 OF 10 y MD-7720A.1 p
T'P.ANCHOR TYPE,
2J(WOOD BUCKSTRIP EDGE EMBEOMENTANDEOGE INSTALLATION INSTALLATION
OR FRAMING,SEE DISTANCEDISTANCE PER SUBSTRATE. TYPE C TYPE B EMBEDMENT
NOTE 2,THIS SHEET SEE TABLE B,THIS SHEET _1
INSTALLATION EMBEDMENT IX WOOD BUCKSTRIP, }
SEE NOTE 2,THIS SHEET
TYPEA EMBEDMENT ��I-SHIM
=� -- 1 T TEDGE ANCHOR TANCE PER SUBSTRATE.
AND EDGE
Jj�1 I EDGEDIBTANCE PER SUBSTRATE, �I DISTANCE I'.^.000CI'EYISFD
EDGE 6 SEES B,THIS SHEET ylyivg rviO the F."da
DISTANCE
Z
114"MA% - I•I,.:1•k - Erryu.eti
SHIM ' L
I
i2 USED FOR ALL I j r' NO CHANGES THIS SHEET.
SIDESOF
S ARCHITECTURAL
SHAPES Q 11-78" EXTERIOR
29 O.C.MAIC
CONCRETEICIAU
PER ANCHOR VISIBLE LIGHT WIDTH= —I 5
REQUIREMENT WINDOW BUCK WIDTH-"'Ad
WINDOW BUCK MOTH CONCRETEr
_MUe7 y p
WINDOW,
BUCK EXTERIOR TIP.TOPWINDOWWIDTH ET
OUIREMEa �.y
HEIGHTHORIZONTALHORIZONTAL SECTION A-A i 0 0
TIP.TD-TIP METHOD D TABLES' - p - U) -
WINDOW 114' RA..Edge Mat O.C. J rc W r
HEIGHT VISIBLE J MA% Anchor Substrata Distance Min.EmbedneM S G Z O LL Z rE p
LT IGSHIMHEIGHT= a- "
_ Southern Pine SG-0.55 9/16" t-313" 1T S Uj W
WINDOW - Al2wa144t0 SS Screx Alueunum 6055-T5 rrvr.. 313' 0.063"' tY W U m 9y
BUCK 9 A36 She' 718' 1Y I-Z a a " ^ago
HEIGT- I Smel Stud.Gr.33rrin. SIB" 0.045'73Ga1' it ^> -
2-NW Southern Pine SGw.55 9116' 1-318' tr m 0
1 IXTERIOR STEELSELF DRILLING a12 aa74 Soo Scma(GS) ANminun 6063-75 nun 316" obw0063" 1r �Z F< LL
I SMS(OIL SEE TABLE A36 G,Si, n 318• 5'(18• fr J �
i a i slLwlsnM cr a3m 318• a.a4s 16 ca)• d12' �STMc-92-1/Z' 1-114' O1/4d10SSCreleFirxWAI-DADE APPROVED MULLION(SEE Canuak rtun.3.35 ks) 1" 1-3/4' ZSEPERATE HOA),ALUMINUM,STEEL FRAMING Cancrep min.285 ksi t" 1-314'OR STEEL STUD.SEE SUBSTRATE iH"Steel lAtracon Conttelo Iron.285 ks 21lr 1-318' Q 21 PROPERTIES,TABLE B.THI3 SHEET U PO 2-1/7' 1-1/d' Op J�z
6 Concr0le mn35 kv 1-1J4' 1-34' a ZZ2' 1-&4" Q c W
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. >114'MAXSHIM 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. y WZ
ALL HEAD TYPES APPLICABLELL L_I%WOOD BUCKSTRIP, INSTALLATION NOTES.
SEE NOTE 2,THIS SHEET
\�\ 1\\,r' \.'•\'`\� 1.USE ONLY ANCHORS LISTED ON THIS SHEET FOLLOW EMBEDMENT AND 5kltll 111 j'�r
EDGE DISTANCE LIMITS.
CONCRETE PER
EMBEDMENT ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1%',ARE BUCKS WHOSE TOTAL Material Mn.Fr Mn.F.
1 r REQUIREMENT THICKNESS IS LESS THAN 7-iCl".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN Ske'Sc" B"ksi 120 ks No.58705 p
1 BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS
d10Screw 9Dtti 110 ks -*' *'
WOOD BUCKS'O BE ENGIN
REDBY
ONTOATHE P SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY Elco lltraCarO 155 ks to Im _9
ECCE 410 BS Elco GebFlerPJ 127.4 Nal lag ka
TYP.ANCHOR TYPE EMBEDMENT AUTHORITY HAVING JURISDICTION.
I
INSTALLATION �A'•. W;
DISTANCE �
ANO EDGE DISTANCE PER 6083-TS Al-1 16 Xv 22 kA STT ((/
� �Q
TYPES SUBSTRATE,SEE TABLE B.THIS SHEEP 3.FOR ATTACHMENT TO METAL THE STRUCTURAL kAEA48ER SMALL BE OFA A3831ee1 36ILti SB ks ���(-•F(ORIOk;.-����
SIZE TO PROV1DE FULL SUPPORT TO THE WINDOW FRAME Gr.33 Sktl Sa 33 ks 45 ks i S
VERTICAL SECTION B B
NAL 1
a IF APPLICABLE LOWER DESIGN PRESSURE FROM EITHERWINDONJOR 11111
MU'_LI04 NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E.
P.EasaT9s
TYP.ANCHOR TYPE, INSTALLATION INSTALLATION
EDGE EMBEDMENTANDEDGE
Z%WOOD BUCKSTRIP ILS DISTANCE DISTANCE PER SUBSTRATE. TYPE G TYPE F EMBEDMENT
OR FRAMING,SEE SEE TABLE 9.THIS SHEEP 1X WOOOBUCKSTRIP,
NOTE 2,THIS SHEET
EMBEDMENT SEE NOTE 2.THIS SHEET
!4 MAX
INSTALLATION -7�`, L 'I �`SHIM TYP.ANCHOR TYPE.EMBEDMENTAND
TYPE JI— EMBEDMENT EDGE DISTANCE PER SUBSTRATE. EDGE 1R000LTPF.VlSTn
6 SEE TABLE 9.THIS SHEET
EDGE ' DISTANCE cwmJ31u8wiAMri4a
I" —;4yCoLe011�•,
_ DISTANCE AFRI+-mccHoT�•ply3t%
i2 SHIM ''' \l !":•' Br
12 USED FOR ALL I1 i NOCHANGESTHISSHEET
SIDES OF _
B ARCHITECTURAL EXTERIOR 1
EXTERIOR 29 O A@
E
CONCRETE/CMU 4�—� VISIBLE OWBULIGHT WIDTH
2-30
-PER ANCHOR
I WINDOW BUCK WIDTH-23!d'
REQUIREMENT WINDOW BUCK WIDTH
HORIZONTAL SECTION C-C CONIC ETE/CMU IU m R
BUCKW INSTALLATION PEZANCHOR > - 1l^. N •>e
HEIGHT
REQUIREMENT n v 3
WjY o O
10" TABLE 9: Y r �� +100 O o
l.1in Edge M-O.C. (') _ N
hW(. AnUgr SVbstmb Dis�u: Mn Entedrrmt S O y t`
SHIM Swnhem Pine SG=O 9!10^ 1-3�8" 1r O o 2
VISIBLE
012 c,414 410 SS Suer Akmdnem 606}45 mi 3!6' 0.063-' 1r = � W '
HEIGHT= A36 Slcel 315" 0.063" 1r 0() 9� O
WINDOW SM SW.Gr 33 rry 318" DJN5.18G0' 12' W—p
BUCK S.A1em Plne SG-0.n 9116" 1.3'6 1Y 1-
HEIGHT
HEIGHT- I E%TERIOAlwrvn G063-T5 min 318" 0.067' 1Y
L SE_F DRILLING #i2aTn19 SWel Semw(G5) 070Z2-3 4' A36 Steel 318" 0.063•• 12,IG5).SEE TABLE Steal SWtl Cr 33 rain 3/8' 0.095"18 Ga' 12' 1- ZIS SHEET O
I!4'410 SS Crelel Ll Un imi KI CMU.ASTM G90) 2-12' 1-1/4' 12• O
MIAMI-DADS APPROVED MULLION(BEE Cmcrete nin.3.35 ksi) 1' 1-3r4- 1T•
j SEPERATE NOAI,ALUMINUM.STEEL FRAMING Cancrele Mn.2851ai 1' 1-74' 1T N Q ,...-
i OR STEEL STUD SEE BUBSTRATE 7/4•Steel USraeon Concrete nin.2.85 L. 2-12' 1-3'B' 72' ® m
'
PROPERTIES.TABLE 9.THIS SHEET CMU STM G90 2-12• 1-1/4" it z N
Concrete rtin.3.5 hs 1-114' Z Z
21 5716'Steel lJQmran -- r O
j Grooletl CMU IASTM C-901 2-12' 1-3'4" 12' O
•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. a Z IOL)
'UNGROUTED CMU"VALUES MAYBE USED FOR GROUTED CMUAPPLICATIONS. O ,Q
r1W'MA%SHIM
ALL HEAD TYPES APPLICABLE. N
5 w W j e
INSTALLATION NOTESO LL W d
IX'WOOD BUCKSTRIP. 1.USE ONLY ANCHORS LISTED ON THIS SHEET FOLLOW EMBEDMENT AND
1X' \ SEE NOTE 2,THIS SHEET EDGE DISTANCE LIMITS. Material Mn.Fi, Mm F J
T 2 NA1CU BUCKS DEPICTED ON THIS SHEET AB'1%',PJ3E BUCKS WHOSE TOTAL Steel Strew 52 ksi 120 ksi �`��Q�,.Y...
T CONCRETEPER THICKNESS IS LESS THAN t-12'.IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN 410 Screw 90161 110 ksi
EMBEDMENT - ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKSDEPICTEDAS El..Uh,.0m-1 155I i 177ksi
REQUIREMENT "2X ARE 1-12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF N0.56705
WOOD BUCKSTO BE ENGINEERED BY OTHERS OR ASAPPROVED BY 410 SS Elco CreMFlex@ 127.4 Its 189.7 k9 +}; *_
_ - AUTHORITY HAVING JURISDICTION 6D63-T5AlUrri.. 16 k5i 22W
INSTALLATION ESE A36 Steel 36ksi 581ci '9
TYPE F TVP.ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENT TO METAL'THE STRUCTURAL MEMBER HALLS OF A SIZE Gt.33 Steal Stud 33161 45 kei %pp'� TE F
DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME Ate.,
SUBSTRATE.SEE TABLE 9,1H15 SHEET
VERTICAL SECTION D-D d IF MULLION
AB-E.LOWER IESTOWDESIGN PRSTEM. FROM E HERIVINWWOR
MULLION NOA APPLIES TO WHOLE SYSTEM. /!//!jjjj 1111
A LYNN MILLER.P.E.
JL P.E N 53705
FIN FRAMES ARE ONLY TO SE USED
2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 14(PVB INSTALLATION
TYP ANCHOR TYPE, INTERLAYER).NOT TO BE USED ATH
EMBEDMENT ANO EDGE EMBEDMENT �- OR FRAMING,SEE TYPE J TYPE K
DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET EDGE GLASS TYPES SB.(SG INTERLAYER).
SEE TABLE I0,THIS SHEET - - DISTANCE�- ~_ 19-MAX EDGE DISTANCE-+{ �-
�._ _ EDGE - I SHIM
F
INSTALLATION -- 1•. / O 1 DISTANCE 1 2X WOW BUCKSTRIP
1 M WOOD BUCKSTRIP Ij
TYPE I OR FRAMING,SEE I OR FRAMING,SEE I i I l I PRODUCT REVISrll
! NOTE 2,THIS SHEET' NOTE 2,THIS SHEET m c
L'•nt4 t GNa
II TY DEED STANCETYPE.ERSUBS RATE.T AN .11 A�pNa�i- .05
I EDGE DISTANCE PER SUBSTRATE. EST•.-�aE^A box
1]4'MPX 1IIr 6 SEE TAB LE I0.THIS SHEET .I I,r, fll!'
3 SHIM a.
I E]ABEDMENT � I I � � A1an� ede fYad,xlG
1 / 3 t) EMBEDMEYT
i 72 USED FOR ALL ! 1 1 1 NO CHANGES THIS SHEET,
SIDES OF
8 ARCHITECTURAL
EXTERIORSHAPESSHAPES Q
It.7W
O.C.MAX.
II
EXTERIOR
1t V
VISIBLE LIGHT WIDTH= 6 m Y O
WINDOW INSTALLATION II"~~WINDOW BUCK WIDTH-2-314' WII LU - a 41
HEIGHT TYPELWIN00`N BUCK WIDTH 0 -� < O
EXTERIOR 114• N 4
a HORIZONTAL SECTION E-E
SHIM O�'] W t• .
Z
VISIBLE
LIGHT W o u W
HEIGHT= B U U p p� O
.,DOW ( .. STEELS ELF-DRILLING TABLE 10' FW-Z p < O
BUCK SMS(G5),SEE TABLE U, o (�
HEIGHT- l 10.THIS SHEET Ma.Edge Max O.C. C> r Z ]o
Anchor Substrate c <
z-era• Distance 5 cin �Z?] 3 O
2-112'X.113°BOX Nail Southern Pine SG=0.55 5116' S' Q~Q U_
11-10AOE APPROVED MULLION(SEE J
SEPERATE NOA),ALUMINUM,STEEL FRAMING 2-112"X•131"Camr]on%It Salem Pine SG=0.55 3'8' 5° m
OR STEEL STUD.SEE SUBSTRATE 2.I/2'x.146'Rwfiw Nail Soulhem Pine SG=0.55 318' S" Q
PROPERTIES.TABLE I0.THISSHEET Southern Pine Sums 112° 5' N I>"5
#10 X 1'Steel Screw(G5)° 0.093"Alurrinu 606375 rtin. 5116' 5' Z O H
1116'A36 Steel 5116' S" F- Z ,
21 8 WOOD BUCKSTRIP 0.045°18 Ga Steel Stud.Gr.33 5!16' S' a I ,
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE Z
OR FRAMING,SEE Q
N NOTE 2,THIS SHEET C! N •N,
5 1/4'MAXSHIM w Oz I
X Z
- INSTALLATION NOTES: LL ILL R
INSTALLATION 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW
EMBEDMENT AND EDGE DISTANCE LIMITS. ,'11111
TYPE J1 r r-• EDGE DISTANCE Malerlal h1n.Fr Ma F, �.�`� LYNN
2.FOR ATTACHMENT TO METAL:THE STRUCTURAL MERIOERSHALL S0.el Screw 92 ks 120161
' BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ,(nP
606}TS Alunlnun 16 kN 22 kM �:-
TYP.ANCMORTYPEEM6EDMENT A3650.x1 3^e k9 58 k9
EAIBEDMENi 31F APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER P' No.58705 +
AND EDGE DISTANCE PER WINDOW OR MUWON NOA APPLIES TO WHOLE SYSTEM Q.33 Steel SW 33 k5 1 45 ks
SUBSTRATE,SEE TABLE I0,THIS SHEET -
O of
•amu`
VERTICAL SECTION F-F gap? OF o'cF3 ACOR1O1•�G=� ;
S�ONAt
4 LYNN MILLER,P E
P.En Sd]OS
EDGE DISTANCE NP.ANCHOR TYPE FIN FRAMES ARE ONLY TO BE USED
2%hWDD BUCKSTRIP
EMBED S1ENi AND EDGE WITH GLASS TYPES to(PVB
OR FRAMING,SEE DISTANCE PER SUBSTRATE. INSTALLATION TYPE M INTERLAYER),NOT TO BE USED WITH INSTALLATION EMBEDMENT
NOTE 2,
THING,
ET SEE TABLE II,THIS SHEET GLASS TYPES 5-8.(SG INTERLAYER). TYPE N
EMBEDMENT
INSTALLATION 4 f -MAx SHIM "
TYPE M �, EMS ENT
Ix WOOD BUCKSTRIP,SEE VIM
fRODUCf REV166D
1�111 I 2%WOOD BUCKSTRIP NOTE 2,THISSHEET ,I)II��I x: y131w1 wiYr 1:m F1mida
Ili'�uj II OR FRAMING,SEE �,1 I:, B•.v6La8Cnd-
NOTE 2,THIS SHEET aae).mac lb
� I =I II TYP.ANCHOR TYPE.EMBEDMENT AND
3 SHIMIIJ'hVU( ( �. EDGE DISTANCE PER SUBSTRATE, I I By JI SEE TABLE II,THIS SHEETrri �PaMt
12 USEDFORALL 3 'I'I1I ! NO CHANGES THIS SHEET.
SIDES OF EDGE
I -
8 ARCHITECTURAL I/I/. I 1IiI
SHAPES@il-T/8' DISTANCE EDGE -
EXTERIOR 29 i '�'^III, _ -- .II:iIIi:I"• DISTANCE -
G C.MAK
INSTALLATION q CONCRErEiCMU 111 Y O
WINDOW I lYPEO 11 PER ANCHOR > a 0 °d
I� REDUIREMENi
BUCK F� VISIBLE UGHTWIOTH= 5 K zz
HEIGHT EXTERIOR 1/a' ttt�����WINOOWBUCK WIDTH-2-Ya- p
SHM WINDOW BUCK WIDTH E%TERIOR K N
-- HORIZONTAL SECTION G-G o LL.„ z d
VISIBLE
s z
HEIGHT= 1 LIGHUT STEEL SELF-DRILLING TABLE 11: U
ritNIJOW IIE�gAI` t SMS(GS),SEE TABLE Arlthor Substalo JDT
NBn.EmEetl(renI M14vL O.C.
BUCK 11.THIS SHEET S ti IU,.." _< f.'J 7L']
HEIGHT- Soutrlem Piles(SG-D.55) 1-378' 6.2" > z o
Ahriman.6063-T51rin. 0063 6.2" o Z,� O
#12 a#14 410 SS Screw LL
MIAMI-DgOE APPROVED MULLION(BEE A38 SMeI 0.063"' 6.2" g O
i SEPERATE NOAt.ALUMINUM.STEEL FRAMING 'n 0.045"18 CYB 62"OqSTEEL STUD.SEE SUBSTRATE PROPERTIES,TABLE 11THIS SHEET SC+0.5 1-318" 6.2"#12or#14Slee)Screw(G5 AEmirllan8063-TSIlan. Z O r3A36 Steel 0.063"' 6.2° `rSteel SRH Gr. min. 0.045 18 GB 6.21 H 2
21 routed CMU ASTM C-90 2-12' 1-1/4' 11.6° O .ai
1/4.410 SS CreteFleK a O 1 "
S Comrete rrin.3.351m 1" 1-3/4" 11.6"
Concrete rrin.2.85 ksI 1° 1-314" 11.8" rn H
5 FIM"MAX SHIM 1/4'Steel Ultrawn Concrete nin.2.85 ks1 2-12° 1-3/8' 11.6° O z
+ roNed CMU ASTM C-90 2-1/2' 1-1/4" 11.6° °J X_
Corcrete min.3.SksI 1-1/4' 1-3/4" 11.6' LL LL
5/16'Steel Utrmon
INSTALLATION -
Grouted CMU STM C-90 2-1/2' 1-314" 11,0
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 11 rr
1%WOOD B.THIS SIP. I LII r
TYPE =�. ��� "UN ROUTED CMU'VALUES MAYBE USED FOR GROUTED CNtU APPLIG.TIONS. ..1j11 ,
SEE NOTE 2,THIS SHEET ALL HEAD TYPES APPLICABLE
. LYNfyM/,.,�'
} INSTALLATION NOTES' `:=1\*.•''y10ENgf'.��
EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET,FOLLOW EMSEOMENTAND EDGE DISTANCE LIMITS. �;• -.�
•• • - - M-t" Mn.F. Mn F. _Z. : No.58705
2.WOOD BUCKS DEPICTED ON THIS SHEET AS-1%',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I.I T.IX WOOD StxlS- Vkl 12TL = n '
- BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTEDAS�"ARE 410.mw Wka 11Gkv _� Cj I -
CONCRETE:CMU 1.12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OFWOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS R.Utr.Co.•ry zoO
PER ANCHOR I4 EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. ATE OF
REQUIREMENT DISTANCE Jto 55 Dw CresFb#? S
12T.J 4si t89.T x9 %OT
6M3TS Aknii+Im IBW atz -.FIORIDP,._\G,\`�
3.FOR ATTACHMENTTO METAL:THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULLSUPPoRTTO THE
VERTICAL SECTION H-H WINDOW FRAME o.3 smasme n s asm �NALj111
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER(MNDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P E
PE p5erC5
t-
a
TA13LE 12'
It.. PGT Part Description Material 2.7& 2.764' z.7eT'
# 094- Imo- 1 094'yi Lr 094'�J L�--
1 4253C Flanged Frame Alum.6063-TS .074- r.062^ i I .074" r 062- 1 .07+' r-.[62
2 4285 Equalaeg Frame Alum.6063-T5 1 1.375'
3 4256 Integral Fin Frame Alum.606375 1.875• �nn�
.4ca' Soo• a08• f .soE J '" 1 4a6- f
4 4255 7/16'Lami-Glass Beading Alum.606375 t.000•
5 4254 I.G.Glass Beading Alum.606375 -500 r�l�.050•'0'06- r--{�,oso-^'m- } 1 r NFI.
�.osESRNrucr REVLsen6a 4270 Installation Fastener Coter Alum.6063T5 n �3o.01 FLANGE FRAME 2�EQUAL-LEG FRAME .Aa:Prma No 6b 4224 Installation Fastener Coterfor Curses Rigid PVC L FRAME
I I
8 4267 7116'Lami.Glass Beading for Curses Alum.606375 By
I .s7o• �-- �( �--- 346• t.mr L� .970' ` .3<6' rs'sa 2'"/"a c°wat
9 4269 I.G.Beading for Curses Alum.606375 '�L Irrr'���Ly III�Iy I���`uq
10 70589C Gasket(at 90°comerjoints) Polyethylene 875' 875' I .er5• II tl NO CHANGES THIS SHEET.
11 TP24718 jVlnyI Bulb Weatherstrip Flex PVC.Dum.65+/-1 u Il;S U 44p911 u u u u
12 61308K Foam Beading Tape o56' }�-II�-.ow ,oso' T 50"
13 Doi 791,893,995 or GE 7700 Backbedding Silicone O 7HE C I O t-1716'I.G.GLASS O wSrALlA71oN O 7/16•LAMI O I.G.GLASS
4 GLASS BEADING 5 BEADING 6a IN STE LATION ER B GLASS BEADING 9 BEADING
20 71652K Setting Block,Mono.3116"x 7/16'x 4" Neoprene,Dum.85+/-1 FOR CURVES FOR CURVES
21 71704AK Setting Block,I.G.3/16"x 1-3132'x 4' Neoprene,Duro.85+/-1 n O
29 76XI14FP #6 x 1-114"FH SMS(Curved Beading) Stainless Steel HOTJAELT ALUMINUM -DESICCANT FlLL LU
SILICONE S�yL POLYISOBUTYLENE 3
30 781PQX #8 x 1"Quad PH SMS(Assembly) Stainless Steel REINFORCEMENT SEAL 5116'NOM. D:
q
75 Kommeding Kodispace 4SG TPS STRUCTURAL
114"NoM. N16"NOM. 571E NOM .,
SILICONE �u, y¢ PO O o
BUMENE WITH STRUCTURAL BUTYL& UN N
76 Quanex Super SpacernXf See this Sheet for DESICCANTr /' r 'r //r ROLL-FORMED i/r Om W !�
SILICONE ,r7 DESICCANT -� STAINLESS STEEL r
n Quanex Duraseal Spacer Materials r � FOAM11 lMTH Ar/': FOAM// % OLL o �w Z .•q
78 Cardinal XL Edge Spacer DESICCANT EXT.GLASS-✓/ EXT.GLASS-fir /;/ =W W '1
EXT.GLASS�v :. / /%/ t _
r r.- EXT GLASS-LS'- • J' ' / ` o
..//.''' INT.GLASS U U d %x
•, INT.GLASS U, !./ `-INT.GLASS +:y INT.GLASS 'i.: F Z x< z)
85
]5 45GITP5 CE 76 NXTER SPACER" ODL'L° TB SPACER 2'n O Z O �
S O
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS g o 0
FLANGE 8 EQUAL-LEG FRAMES FOR FIN FRAMES h <
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ANGLEDXURVED ANGLEDICURVED I O D Z
FRAME ASSEMBLY FRAME ASSEMBLY Z K +:'+
�( Q
90'CORNER 9E CORNER w' �++ N
FRAME ASSEMBLY I FRAME ASSEMBLY O W 2 e
r I j .%•,� I Ii m d
ALLCORNERS TO i s,• j ALL CORNERS TO i1� / 111;1 llllrrrr/J
USE GASKET I r j / USE GASKET 1 tt LiN15 '+�
ANDIORSEALANT // ANO'CRSEALANT
EXTERIOR Q= •'
EQUAL-LEG FRAM1IE _ No.58705
EXTERIOR \
/ R `—FLANGE FRAME
/ EXTERIOR =-a
MRERED FRAME WITH INTERIOR EXTERIOR MITERED FRAME WITH INRERIOR T
EQUAL.LEG FRAME AND EXIERI00.FRAME WELDS TTE CF Q/
AND EXTERIOR FRAMEWELDS ^S, I �O'C "ORt0?.' \?`
�FLANGEFRAME (SHOWN)ORCORNERKEYSAT (SHOWN)OR CORNER KEYSAT
O SCREW BOSSES.SFALANTATALL CORNERS SCREW BOSSES,SEALANT ATALL CORNERS NAL
A.
O A.L44,14 NY
P.E.N587C5