HomeMy WebLinkAboutProduct Approval (3)i
MIAMI-DARE MIAMI-DADE COUNTY
m 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) wwfv.miamidade.gov/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 `TW7720A"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
MlAMI•DADE COUNTY Expiration Date: February 19,2024
o.
Approval Date: August 23,2018
� ��� Page 1
1
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 Air Pressure Test, Loading per FBC, TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system,Duraseal® 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)
f Manuel Perez,fE.
Product Control F;xarniner
NOA No.181-0430.05
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 FSC 5th
Edition (2014) and FBC 611 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. TRE-MCO 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- 30.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-2
i
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 5th Edition (2014) and FSC 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, P.E
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 NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW-
701/720/820" Aluminum Fixed Window—L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
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.
Manuel Perez,,P
Product Control Examser
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 61h
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 6"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 1 0/1ZL and
expiring on 02/19/19.
Manuel Perez E
,,Product Control Exa in
NOA No. 18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-4
I
GENERAL NOTES:SERIES PVV7720A
IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPACT RATING
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH VARIES, 'AR
GE&Sh1ALL MISSILE
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE SEE SHEETS IMPACT RESISTANCE
HIGH VELOCITY HURRICANE ZONE(HVHZ). d9'TIP-TO-TIP WIDTH
21 SHUTTERS ARE NOT REQUIRED WHEN USED IN WINMORNE 40'BUCKWIDTH 46'BUCKW'IDTH 48-BUCKWIDTH
DEBRIS REGIONS.FOR INSULATED GLASS INSTALL'TIONS ABOVE 3G' 45-1/d'VISIBLE
IN THE HVH7,.THE OUTBOARD LITE(CAP)MUST TEMPERED. 45-t14'VISIBLE y 45-tid'VISIBLE
LIGHT WIDTH LIGHT LY10TH .PODUCi R`:T':SFD
LIGHT WIDTH :m�l)'im..i h Abe F:vreia
3)FOR MASONRY APPLICATIONS IN MIAMI-DACE COUNTY.USE ONLY --� 6.12")AA%. MAMA% F,SHEETS 2'MA% Gmidmp CN_e
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS B,SHEETS D,SHEET] HSHEET9J ,tc�ulu: "O{°
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 - E.Pirzticu r.:c /�,
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.K51 PER f I
ANR
CHOR TYPE. I !Auvri
4)ALL WOOD BUCKS LESS THAN 1-12-THICKARETO BE CONSIDERED qC ESHEETe
1XINSTALLATIONS.IX WOOD BUCKSAREOPTIONAL IF UNIT 2 SHEETS A BUCK SHEET] C G,SHEET5 E'G JR-03I1fi118-UPDATEC
INSTALLED THICK DIRECTL
GREATEST TO X AN ZX BUCKS
S(WHD BUCKS ENUSED AS MAL I 'EIGHT ———— VALUES AND SIZES FOR
ARE I-12'THICK OR GREATER.IXMD2X BUCKS(WHFN USED)SMALL BUCK A
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. r HEIGHT a GLASS TYPES IZE
WDODBUCKDESIGN AND INSTALLATION IS THE RESPONSIBILITY OF L 9311<" I 93-lid' SERIES NAME CHANGE TO
THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). 12'MAX VISIRtE 12"MA%. g3.)Jd- VISIBLE °'7720'FROM 720.
O.C. I LIGHT D.C. I VISIBLE I LIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL HEIGHT }T LIGfR HEIGHT
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. r I 97' I HEIGHT _ I 96' m Y ❑
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE _
FRAIAE.INSTALLATION ANCHORS SHOULD BE SEALED OVERALL I TILICK
TIPO I 5-MAX. I HEIGHT _ >j
SEALINGIFLSHING STRATEGY FOR WATER RESISTANCE OF HEIGHT O.C. Q O av
INSTALLATION SHALL BE DONE BY OTHERS AND I3 BEYOND THE o 0
SCOPE OF THESE INSTRUCTIONS. I I �N �¢ +�^ O N
6)MAX.114'SHIMS ME REQUIRED AT EACH ANCHCR LOCATION T I 1
Ul
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS - I I OLL� ^U J ❑p
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY 1 '--^a-'� ��12"MAX Cl G 6' D-�I 12'hA%.OC. F.H =lyj N_ W
OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS MAX. 2"MA%. O ❑
IMPOSED ON THEM BY THE WINDOW 812 AFX. -� �-5'MAX.0 C.
])DESIGN PRESSURES: TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME oj a z z „A
A NEGATIVE DESIGN LOADS BASED ON STRUCTURA'ICYCLE TEST ELEVATION ELEVATION ELEVATION Z O
O o
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM EIIM 0 Q LL
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, /\ s W O
STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS FIGURE 1: J
PER ASTM ElW0 GUIDE TO SHEETS: 12O.C. SHAPESASSHOWN BELOWOR SIMILAR,MAY BE USED BY INSCRIBING THESHAPE IN A BLOCK F W
C.DESIGN LOADS ME BASED ON ALLOWABLE STRESS DESIGN.ASD. MA%. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SO_FROM THE TABLES ON SHEETS2-5. N fD ap I+'SIS
GENERAL NOTES...._.................1 ANCHOR SPACING TO BE 6'MAX.FROM CORNERS AND 12-O.C.MAX.FOR ALL CURVED FRAME m Z
0)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO
ELEVATIONS ...................I `� I MEMBERS,SEE FIGURE I,THIS SHEET. N
RES IST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZINGDETAMS... .. ..2-5
w F
PRESSURE THE 33.173%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES................2-5 12"0C. 0 O Z
WIDTH ❑ Z v
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTFLLTION,FLANGE.........6 Mm I—__ - 1 F--WIDTH--I I�-µ1pTH—( Imo-WIOTII�I ¢ Z �Q:
USED FOR THE EVALUATION OF ANCHORS INTO WOOD,ANCHORS INSTALLATION.EQUAL-LEG......] / I r - T , T I T 0_ _
oTHAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALLATION,INT FIN A.......0u WZSHALL MEET THE REQUIREMENTS OF THE FLORI[A BUILDING CODE INSTALL TION.INT.FIN B.........0 � _D �/ /.FOR CORROSION RESISTANCE. CORNER ASSE..SLY......_....._...10 XWi ww jEXTRUSIONPRO FILES.........._.100' 1 1 1 LL O d
9)REFERENCES:TEST REPORTS Flt-3335.3850,7212&18-7763;ELCO PMTS DST......... ..._.10 I' ”:" -'s+�'?•'+
FO WOOD
NON:ELCOTION AND A NMAUM DESIGN
NDS
FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. TABLE 1 ' I^WIDTH WIDTH--I I--YJIDTH-{ I-MOTH
C THE]STANSERIES WAS FORMERLY CALLED THE 720.'820 SERIES. TYPO LYscrlP6on 6M-I 1 L TI T _��`�`Z`.•M.WGENSF''/�C�
CODESISTANDARDS USED 1 7i16'laml 16'An-.GW,PVB-3I I0'HS 2 w w_ No.58705
:2017FLORIDABUILOING CODE(FBC),6TH EDITION 2 S/to Lami V16'HS-.090'PVT3-V18'HS 3 O w
.ASTM E13D0+N 3 1.1'1-o'Lam!-IG13116-T-7I1GNr-NIWAn-RSTPVS-VITHS 2 _
•MSI/AF&PANDS-2015 FOR WOOD CONSTRUCTION 6 1.1'10'Lem!.IG pI10'T-7J18'Nr-Y16'H$-09SPVB.VI6-HS 3 TL- J TL J
ALUMINUM DESIGN MANUAL,ADM-2015 5 ]118'LaM V16'An-.09D'SG-V16'An) 4 �WIOTH--I I- WIDTH-I I�WIDTH+ f`WIDTH-( �p'•iV/Ll. V�c,�
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7 1.1115-ARAYLIG N16'T-S'INr--AYER-0 KURARA1fi An J w E: I \�:
.Al,C 360-1D7 1i i51S/ NG��
0 1.115°IzmL IG 01VT-7JI6'Nr-018'1,,-060'SG-010'MS 5
THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT-LB 'SG" 'K SENTRYGLSa INTERLAYER"BY hURARAY AMERICA,INC. w
KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF °pVB°•"KURARAYTROSIFOL PVBINTERLYER'BYKURARAYAMERICA,INC + 'LYNN MILLER.v.E.
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•I-13 .l•ne •1-r9 *I61s .364.8 •/bv .�6T1 -- --_ (� 20 13 VALUES AND SIZES.
+c7H.2 +1.6es a.m a
a.Bos •:-01.0 GLASS TYPE 5 -
7s 4 «I-605 •N.fl •1119 •/68.9
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1•FROM THE TIP-TO-TIP DIMENSION IN THE
TABLE TODETEWI
RMINETHENDOWSIZF F~LONG SIDE
2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. T_
3)FOR ARCHITECTURAL VANDO'WS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIVENSCNS 6v3 Y ❑
COMPLETELY FIT WITHIN SHORT
SIDE >
L o o
O o
n
TA6EE DIMENSIONS MAY U)
E w r
TABLE& ORIENTED VERTICALLY ORO J o Z O
Window Design Pum(•I-,psf)for Glau Type T HORIZONTALLY AS SHOWN. =W m 2U O '
sae s U U o o,
BH.rs n T7 7bYd et 1 65 N6 0] cr 1 1 305 aB 110-1rz H Z v �7 �
1-1l18'NOM w.. O ;eL
31 •BC'-130 .901-110 9W'-t 33 •6&.138 .CW-130 •00'.160 •OW 130 .00/.130 +9b'.110 •860110 •[31.130 9W.13n +9fY.1'L O
U �0'-130 .001-130 +56.130 +&V.1]0 •601.130!+901.1=v .91'-t3v a90r.t3o .vlx-131 i.aY.130 +60:'.1:10" �.ISv _.96'-130 CLASS STACK y�I 1II T116'LAMINATED i1' V Z n1 0
35 •90.'130 .BBr 1]C +661St +6d tJ0 •[0 30 ^/W]0 •9N.110 90 1 • +30 0 •BM 110 1 I ~GLASS STACK Z fA
31 •9G.t]0 +9p.1^A •99-t}J .96'1]0 •90.a0 OY?D' W% 9J/-133 901 IM i. 2D 9d 10 1 •9fi 119.1 � W O
19 •BJ 1b •99-110 +HY 1284+96-1T 5•W/ 121.5 60.' rY-II.B 5tl 1 1• 4 NW 03 06 •60.'-100.33116-ANNEALED GLASS
41 •1-130 +9p 13.3-90'121.2•HS 1109•9)/118. 90-11351 90 05 •H.1-10 2 BO/C3.9I•HM IOfa 9J 834 YW9) •9197.+ J/t6'TEl.1PERED GLASS ! m
j 3N5'ANNEALED GLASS < 6
J] •96'1:9.]•BY 121.5 56 9 +6'J-H3.0 •31162 90 y •yy 90.5 �; r F
E9•061158•311118 •M'1091 +90-JIS 8010281 6,31 ) •86.5 50.4231.90'.601 •:A79 5859 •031.944 7116-AIRSPACE. 050'SG INTERLAYER _I SHORT I_ M w =
46110 +90. 2. M•1441•06-1081 +9N 143.5 •b6'-PBH •HO.9'•.4 •9M-91.9 .1.09-1 'dt. "11 SIDE 1�- m Z � r'^'
5 -1-4.2•901 fi 431 398 43 M +96 W 90 65.3 -91. 168. 83 5 t S T]03 11 y Z) w
$ 9 40 •931 BO JIB 90180.0 ON 96.93] .002 •ff� 905 t 75 14.5 o W Z
lin H6 07 D.-9 96 58. 96 63) 60/3t l 80'.90.4 !B BG.0.1 T 80 90 / T/ T 7 9 2 3 -)14 7 ❑
5 3. 9b9.> •931 8 )093 8S NB 81 t6 5 < ❑ ams_
51 9N 01.5 .1-A 50'925 fA 91 N-893 CO'-861 Bkd2 /ltl 9 5N T2s -09 �� 5/d' Z
9rvB05 •ed 93.5 •.PO I-dd.3 •4004.8 •86-U01 xEO. Ir6 1.3. lTO] •.eB2 e 0 GLASS BITE Q Z
.96'-953 •B5'-51] •;-eT] BfI-492 •�I.01.3 631.01 1 -RS +r.]C.5 ,�� l LONG ❑ cV
.96'-922 .1- •811.841 .eN.32T l7l .n3 �.f.T. n P98 i .-U�• SIDE w
05 96'.91.2 •/.eT BS'T •3G-91.0 •�i90 •I-70.1 •'-129 •1.10 _ - V x 3
3
51 •:-0A] •B.Nds .iG'At •1T3.J +r.Tl] H-13] ✓-705 1 _, EXTERIORC) D.
6b2'e •:2ia •3dA).2 •/-74.1 •171.4 1 +1.162 •1-TI d -r B0 1 _ -_. \/�61 21 13 GLASS TYPE7
LL,
n .BN612 •/.79.4 ./-:5! •).13.2 •I-il
n •ne
..nz 11n 111 u7r qi
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-T6TIP DIMENSION IN THE _I SHORT
TASLETODETERMINE THEWINDOWSIZE 'l SIDE
21 FOR SSS NOT SHOWN,ROUND UPTOTHE NEXTAVAILABLE SHORT OR LONG DIMENSION. e�'�,. �10ENgF'•.�(���'
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS
COMPLETELYFITWITHIN, _•k No.58705 R
11--�
A LYN"AILLER,RE
P.E.F58r05
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(941)48D-1'600 m
< :fir' •O y n� �•a�i
COPYRIGHT
g" _Z:;O oy m�'r LERT.OF AUTN.629296 Y INDUSTRIES,INC
ALRIGHTS RESEU
1. .� ' `� , . FIXED WINDOW INSTALLATION GUIDELINES
4!12/13
DESIGN PRESSURE TABLES 4 J ROSOWSKI u
PW7720A NTS z 5 OF 10 <9 MD-7720A.1 x D
TYP.ANCHOR TYPE,
2X V4000 BUCKSTRIP EDGE EMBEDMENT AND EDGE INSTALLATION INSTALLATION
OR FRAMING,SEE DISTANCE DISTANCE PER SUBSTRATE, TYPE C TYPE B EMBEDMENT
NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET
f- EMBEDMENT IX WOOD BUCKSTRIP,
INSTALLATION --- I SEE NOTE 2.THIS SHEET
_ v4'MAX
TYPE 7 1 -- EMBEDMENT I—SHIM TYP ANCHOR TYPE,EMBEDMENT AND
EDGE
EDGE DISTANCE PER SUBSTRATE, DISTANCE I1 11DUC1'REYLIr'D
EDGE SEE TABLE B,THIS SHEET ; z.rmGYi4B MW t1e FMida
DISTANCE 6 I\1'•. Fallol MSD•
7 SHIM 1 i. •�, .Mr4n.)Jse
BY rL
� M'un.' d.-7roh5cl
11+.;!
12 USED FOR ALL ! %f' NO CHANGES THIS SHEET.
SIDES OF �} -
6 ARCHITECTURAL - 77 •111 j��\`.
SHAPES Q 11-7a- EXTERIOR
29 O.C.MAX '. 4
CONCRETEICMU 5
PE UIRE MEN VISIBLE LIGHT WIDTH-
REQUIREMENT
WINDOWBUCK
WBUCKWIDTH-2-1� '
YANOOW BUCK WIDTH CONCRETOR m7'
O
( PER ANCHHOR W
WINDOW y -y
BUCK EXTERIOR TIP-TO-TP WINDOW WIDTH REOUIREMENT w
HEIGHT '�` INSTALLATION HORIZONTAL SECTION A-A oN & :P N
TIP TO-TIP METHOD D TABLES:
WN-W 114- RBn,FAge Ma[O.C. �H Z
HEIGHT VISIBLE MAX Mchor Subseam Dislan Min.Erlbedrtem S Z LL _ J `a O
LIGHT -- SHIM I Southern Pino SG0.55 9116" 1-NU 12'0 =ILj o O WEIGHT= -T
WINDOW AWminum 6063-T5 318- 0.063" 12' U U o e, O
1112orF144105S Screw n' W— j
9 A36 Steel M. 0-(18 1Y I_Z
HBUCK ECHT- I S..I SNd Gr.33 ndn. 31B' am-(18 Ga' tY o> i Z ^o
I' Southern Pine SG-D.55 9116' 1-18' IT
2.314 EXTERIOR
AWnunum 6063-T5 mm 318' 0 063" IT Z u p LL
STEEL SELF-0 412 or 014 SW&—RILLING (� A36 Steel 3B' 0.063" 1T g O
SMS(35).SEE TABLE SN l Stud C,33,m 318' 0.045'18 Ga' 12' Z o
B.THIS SHEET Un rml dCMU ASTIR C-90 2-7/Z' 1-1/4" IT O
1/4"410 SS CreteFkx F -
! MIAMI-DAOE APPROVED MULLION(SEE Concre�e n 3.35 W) 1" 1-3/4' IT
SEPERATE NOA).ALUMINUM,STEEL FRAMING Concreb ntin.285 ksi I' 1-314' 1T Z ,rp`
OR STEEL STUD.SEE SUBSTRATE 114°Ste IAO'aean CoeKre+e nin.2.B5 ksi 2-11Y
21 PROPERTIES,TABLE B,THIS SHEET r 2-117' 7-114' 1T O
5116'Sleei Ulracon
Concrete mn.3.5 ksi Z Z
I Growled CMU ASTM C-00 2-1/2' 1-3/4" 1Z' o W o
Ire
-M1 OF 3 THREADS BEYOND THE METAL SUBSTRATE O
5
F114'MAX SHIM -Um CMU'VALUES MAYBE USED FOR GROUTED CkIVAPPLICATIONS. w W Z
Ij ALL HEAD TYPES APPLICABLE x J sS
LL LL R
\.\ . 1X WOOD BUCKSTRIP, INSTALLATION NOTES. i`J :zl°E.•:5
\ \ � •`�����:\ SEE NOTE 2,THIS SHEET 1111 IIIlII;,
\`,\'`'�L tom\ �•`:\ 1.USE ONLY ANCHORS LISTED ON THIS SHEET FOLLOW EMBEDMENT AND L\11
T EDGEnISTANCELIMRS. 1 N`(LYNN ;.
o..... S,
EMHEOMFM " ANCHOR CONCRETE PER 2.WOOD BUCKS DEPICTED THIS SHEET AS-iX-,ARE BUCKS WHOSE TOTAL Material Kb.Fr Ran.F. �`��' JGENSg ��'�
y REQUIREMENT THICKNESS ISLESSTHANI-1/T.1X WOOD BUCKS ARE OPTIONAL IFUNIT CAN Bleel Screw 92 kv 1201W P?'
1 BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS No.59705
- -2X"ARE1-1,Z•THICKORGREATER.INSTALLATIONTOTHESUBSTRATE OF 4/O Screw 901ei I70Y' _*:
WOODS CKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY Elm LW Cora 155 kat 1771W -
INSTALLATION ELLE TYP,ANCMORTYPE,EMBEDMENT AUTHORITY HAVING JURISDICTION. 410 SS Sic.C,.WFI,,O 127.4 AW 189.7 W
DISTANCE \—AND EDGE DISTANCE PER 608.}75 Alu— I6 kei 22 Ka' �Q� STT C(/
TYPES SUBSTRATE,SEE TABLE I.THIS SHEET 3.FOR ATTACHMENT TO METAL!THE STRUCTURAL MEMBER SHALL BE OF A AM S.1 3610 581. �,K( -,FLORID".-'",N
VERTICAL SECTION B-B Sill ZETOPROVIDE FULL SUPPORT TOTHE WINDOW FRAME. G,33 S-1 SW 331si 45 Mi K,
MU4 IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR f 1 I 11111 11
MULLI04 NOAAPPLIES TO WHOLE SYSTEM. A LYNN MILLER.PE
PEM
59705
TYP.ANCHOR TYPE, INSTALLATION INSTALLATION
L� EMBEDMENT AND EDGE
2X WOOD RUCKSTRIP - DISTANCE �0 STANCE PER SUBSTRATE. TYPE G TYPE F EMBEDMENT
OR FRAMING.SEE SEE TABLE 9.THIS SHEET SEEN
WOODBUCKSTRIP, —T-
NOTE Z,THIS SHEET EMBEDMENT SEE NOTE 2.THIS SHEET 1
1.
MAX
INSTALLATION ��`I :'� EMBEDMENT --_ Imo—SHIM EDGED STANCE TYPE.EVIBEDMENPER TE,D I I ! ESE 1•RpDULT PF.FlSFn
TYPE —�/ I 6 SEE TABLE 9,THIS SHEET DISTANCE NM4xrtN� y. kla
1�1 EDGE
��CO�I��p[y3LL
tt14'M1A% 2 Cspb�on D.
2 SHIM
I,,_1�?i hirdur
12 USED FOR ALL I '..I: I NO CHANGES THIS SHEET
SIDES OF
8 ARCHITECTURAL EXTERIOR
EXTERIORSHAPES@ 11-718' s - - 4 I y 11 /t111••,
29 O.C.MAIL - ' v VISIBLE LIGHT WIDTH= I \�
CONCRETE/CMU WINDOW BUCK WIDTH-2-314"
PER
WINW
HEIGHT TYPE H ANCHOR �I ,
REQUIREMENT WINDOW BUCK WIDTH
HORIZONTAL SECTION C-C CONCRETE%ULI LU g m Y 0
BUCKINSTALLATION PERANCHOR > a N
REQUIREMENT 0
p o o O
TAHLE9: N N
] MAX. AnCTbr SibstraS Ci Eo9e Mrt Enbedrmnt M141tOC. (DN _ N` �
Distance
SHIM Swthem Pim SG-D. 9/16" 1.3'8" 1T O o nm Z
LIGHT $12 o,#14410 SS Saes Nurttlnu 6061T5 rte 318VISIBLE ' 0.063"' 1T Z W ro_p o W
HEIGHT= f A365ke1 18" 0.063'• 1T U U d O, O
WINDOW Slael Stud Gr 33 rtin 318" 0WS i8 Ga' 1T W—0 7
BUCK Sau8lem Plrre SG=O.55 9r'16" 1-315 12' F-W (D
HEIGHT- E)(TERIOR ql2 or g145reel Screw GS A§"nn 6061T5 mi 318" 0067 12' o> Z
21. IWSTEEL SELF-DRILLING ( I A36 Steel n 318" 0.067 1T O Z m o O o
SMS IGS).SEE TABLE S—Smd G 33min. 318' 0045"18Ga' 17 Z LL
9•THISSHEET g O
1/4`410 55 CreteFlec ralkd CM11U AS1M Gm 2-12` 7-1IC IT O
i MAMI-DARE APPROVED MULLION(SEE Ca_&d CMln.3.35 k1 1' 1.314' 1T C Q "i-
SEPERATE NDA),ALUMINUM.STEEL FRAMING Conere2 min.285 k 1' 1-314" 12, N J
OR STEEL STUD SEE SUBSTRATE 1/4"Steel lJUacon Concrete ein.26.51ai 2-112" 1-3'B' 1T 9 n
PROPERTIES.TABLE 9,THISSHEET M ASTMG9p 2-1? 1-1/4' 1T n y N U)
21 5/16'SYel llsacon Concrete run,3.5k 1-114' 7-3'4° 1T ? O Z Z
G—I d GJN ASTM C-.1 2-12• 1-3'4° 12'
'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. cl Z (9
"UNGROUTED CMU"VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. O 3 0
x114-MAX SHIM ALL HEAD TYPES APPLICAELE. wQ n
W 3 e
�
INSTALLATION NOTES' Q li W d
1%WOOD BUCKSTRIP. 1 USF ONLY ANCHORS LISTED ON THIS SHEET FOLLOW EMBEDMENT AND +:,�1 ,s.•;1_v,_<
EDGE DISTANCE LIMITS. 1
\• . \ . SEE NOTE 2,THIS SHEET N42wdal Mm Fr M.F.
t r/
LYN/V
2.WITCO BUCKS DEPICTED ON THIS SHEET AS'IX-,ARE BUCKS WHOSE TOTAL Steel Screw 92 ksi 1201. �`SON
' CONCRETE PER THICKNESS IS LESS THAN I-I2".IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN 410 SC- 9D W110k �'\;'•1}CENSF ���
F14BEOMENT MIC BE INSTALLED DIRECTLY TO SOLID CONCRETE.'AlOOD BUCKS DEPICTED AS Elco UltraCoreD 155 ksi 177k
REQUIREMENT "2%'ARE 1-12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF No.58705
WOOD BUCKS TO BE ENGINEERED BY OTHERS DRAB APPROVED BY 410 SS Eke GewFle4N1 7ZT.4 ks 789.7 ks *; *_
• AUTHORITY HAVING JURISDICTION 600375 Alueinum 1616: 22 ksi d _
INSTALLATION EDGE A36 Ste] 3616: 58 ksi "D a�O
I TW.ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENTTO METAL'THE STRUCTURAL MEMBER SHALL BE OF A SIZE Gr,33 Steel Stud 33 1s1 45k ��O'-, ST TE a'F
TYPEF Y�DISTANCE—� AND EDGEDISTANCEPER TO PROVIDE FULL SUPPORT TO THE VANDOW FRAME T
SUBSTRATE.SEE TABLE 9,THIS SHEET %(CS'•.'40RIDI;. -G\�
VERTICAL SECTION D-D 4 IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER 1MNDOW OR S�ONAI E�
MULLION NOA APPLIES TO WHOLE SYSTEM. 1/11 r l I I 1 t t 111
A LYNN NILLER.P.E
P.E.g53TD5
FIN FRAMES ARE ONLY TO BE USED
TYP ANCHOR TYPE, 2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES I.4(PVB INSTALLATION
EMSEOMENT AND EDGE EMBEDMENT ORFRAMING,SEE TYPE) INTERLAYER).NOT TO BE USED WITH TYPE
DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET EDGR
GLASS TYPES 3-B.(SG INTEFUAYER).
SEE TABLE t O,THIS SHEET - DISTANC __ 1/a•MAX
EDGE I SHIMEDGE DISTANCEINSTALLATION —� jDISTANCEZX WODD BUCKSTRIPTYPE I aX wooD BUCKSTRIP GOOD BU NG,SEE Ij
OR FRAMING,SEE I R9^GUCf REVISE
--- NOTE 2,THIS SHEET .iSA�c Fb,,l
NOTE 2,THIS SHEET ` I
1 UMd g
TYP.ANCHOR TYPE.EMBEDMENT AND gttcMrars pal
I EDGE DISTANCE PER SUBSTRATE, I I the Dae
$.-MAX ,I1711 6 SEE TABLE 10._ISSHEET E;pn
3 SHIM
ENABEDMENT � hlicry edo R�M1a1Q
EMBEDMENT
12 USED FOR ALL NO CHANGES THIS SHEET,
ARCHITECTURAL E Ilei 1 I I I I
I B MCHfrCTURAL
EXTERIOR SHAPES@11-TJB'
D.C.MAX, t
EXTIERIIOR
J5
VISIBLE LIGHT WIDTN= Y ❑
WINDOW INSTALLATION ttYNNOOYJ BUCK WIDTH-2-S14' w - 'a
BUCK
HEIGHT EXTERIOR TYPE L 1JA' WINDOW BUCK WIDTH O G V N
a HORIZONTAL SECTION E-E 0 v _v 'w
r
�m � w r
VISIBLE I --- '- p LL e-``¢' Z ❑
LIGHT ' Z =� W
HEIGHT= s ❑
WINDOW B \STEELSEI.F-DRILLING LU U 0 4� c.
BUCK SMB(G5),SEE TABLE TABLE 10: W e >.un
HEIGHT- 10.THIS SHEET Un.Edge Nl O.C. o>, ¢ Z
Anchor Substrate z m
2a!a• E o
Distance 5 cin Z g O
MIAMLDADE APPROVED MULLION ISEE Bo.Nail Sculhern Pine SG=0.55 5116' S'
SEPERATE NOA),ALUMINUM,STEEL FRAMING 2-112*x.131" Nail South ern Pine SG=0.55 318' _ 5"
ORSTEEL STUD.SEE SUBSTRATE 2-112'..145'Roofing Nail Southern Pim SG=0.55 318' S' f
PROPERTIES.TABLE 10.THIS SHEET SOu6lefn Pine SG0.55 1/Y 5" o N
j 0.093'AJurtdnu 6063-TS nin. 5116• 5" N Z Z
i X10 z 1'Steel Screw(GS)' 0 F-
1110 A36 Steel 5116' S" O J
21 6 D(WOOD BUCKSTRIP 0.045'18 Ga Steel Stud Gr.33 5116' S• ❑ Z
r ORFRAMING.BEE 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. Z 4 "'"
fµ NOTE Z,iH15 SHEET a) o'
5 Z
IWMAX SHIM w W
X Z
L L d
INSTALLATION NOTES: _
INSTALLATION _ -- 1 USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW J5�
TYPE) -- ��r- EMSEOIAENT AND EDGE DISTANCE LRAITS. ,..ILII!:!!!!
EDGE DISTANCE b'Ielerlal bin.F" Mn.F. �.�`NY LYNN,y
_-- 2.FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL �E{Screw 92ki 120 b1 ��•tp A( /'
BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WIN FRAME. c„ : �,CENSF'.(C��
606T-1IAkmlwn 11 k5 =III r: _
TYP.ANCHOR TYPE.EM6EDMENT Ass_ 3^e k•J 56 k4
EMBEDMENT AND EDGE DISTANCE PER 31FAPPLICABLE,LOWER DESIGN PRESSURE FROM EITHER No.58705
AN EDATE.SEETABLEf0,THIS SHEET WINDOWOR MULUON MOA APPLIES TO WHOLE SYSTEM Gr.3351821 Saco 33 k:1 95 ks -
O
VERTICAL SECTION F-F �O`., s m of ;=L
'.K� '..RORLOH.•'G�`
J�'JJIIII n111`LI`
A LYNN MILLER.P E
P.E D 58705
EDGE DISTANCE�� TYP.ANCHOR TYPE FIN FRAMES ARE ONLY TO BE USED
2X OD BUCKSTRIP
WOEMBEDMENT AND EDGE WITH GLASS TYPES"(PVB
OR FRAMING,SEE DISTANCE PER SUBSTRATE. INSTALLATION TYPE M INTERLAYER),NOTTO BE USED WITH EM
H INSTALLATION BEDMENT
NOTE 2,THIS SHEET SEE TABLE I1,THIS SHEET GLASS TYPES 5-8,(SG INTERLAYER). TYPE N
EMBEDMENT
INSTALLATION - _�_�� 4 '
TYPE M - • ' EMBEDMENT I~1:4'NA%SHIM
1XWOODBUCKSTRIP,SEE
PR O�DUCt �
RiV15
j. •It) I I
2X MOD BUCKSTRIP NOTE 2.THIS SHEET ;l I�Illfl I'-. - ply-i ywiY.6le Plcaida
-I ! OR FRAM'.NG.SEE
I �1:I��IIIi i
1f; NQTE 2,7MIS SHE ET
3 �IH'MA% I ��•�' TYP.ANCHOR TYPE.EMBEDMENT AND
SHIM \,, ! I EDGEDISTANCEPERSUSSTRATE,
SEE TABLE 11,THIS SHEET \ Mxti r4 Rrv10<t
c1 �
72 USED RALL ^ NO CHANGES THIS SHEET.
SHOES OF EDGE1\ 3 ( �I
B ARCHITECTURAL DISTANCE Ili Ijl I EDGE
SHAPES 11-T/8' X11
EXTERIOR 2g II�,II VIIII _ .I�III DISTANCE
I Q.C.MA%.
' INSTALLATION 4 t7 CONCRETEiCMU j W Y O
WINDOW TYPED PERANCHOR >
BUCK VISIBLE L'GHTWIDTH= 5 1•
k OOUIREAtENT g
0HEIGHT aE%TERIOR U4' WINDOWBUCK WIDTH
MAX WIND TH Rw
,Q
SHIM CO N up K
VI ISLE
HORIZONTAL SECTION G-G Z Y„ J .d., 6
HEIGHT- STEEL SELFDRILLINGTABLE II: UW '�
WINDOW i.,; SMS(GS).SEE TAB.E Mrt Edge A1mL O C. W U :F S
BUCK i 11.THIS SHEET Al IC Substrate Distance Mn.EmDedmerll S pacing r W x a (D _
HEIGHT- i South m Pine SG=0.S5 9/16, 1-318" 6.2" c> > OZ -o
#72 a 014 47055 Screw Alum m 6063.75 Rin. 378" 0063 6.2" Z F W
MIAMI-DAOE APPROVED MULLION(SEE A3fi Steel 318" GOSY 6.2" g O
SEPERATE HOA),ALUMINUM,STEEL FRAMING Run 318" 0.045' 18 Ga' 6.2" m
OR STEEL SND.SEE SUBSTRATE F
PROPERTIES,TABLE 11 THIS SHEET SOu-Pine SG-0.5 9116" 1-318" 6.2"
AE r,jrr-6063-75 ni. 318" 0.063"' 6.2"
#12 a#14 Sleet Screw(GS) a Z Z .
A36 Steel 3/8' 0.063-' 6.2" 9 0 F
I Stud G'.33 rmn. 3/8" 0.045" 18 Ga' 6.2' r Z
21 UlIgmted CMU ASTM G90 2-1f2' 1-11a' tt.6' 0 g
1/4'410 SS CreteFle% '¢ -I '
Concrete nin.3.35 ksi1" 1-3/4' 11.6'.2.85ks1 t" 1-314"5 14-MAX SHIM 114-Steel Ultracon Concrete Rin.2.85 ksI 2-112" 1-316" ial,Lln "ldCMU ASTM G90 2-112" 1-114"Comrehe nin.3.5 ksi 1.114" 1-314" 11.6°5/16'SteN lAlracal
INSTALLATION -� + METALS CMT AS G90 2-112" 1-314" Ito
1 1X WOOD BUCKSTRIP. 'MIN OF 3THREADSBEYONDTHEMETE SUBSTRATE `\7111111illllii
TYPE N 'ONGROlfTEO CMU,VALUES MAY BE USED FOR GROUTED CM11U APPLICATIONS.
SEE NOTE 2,THIS SHEET
ALL HEAD TYPES APPLICABLE. ` YLYNfy
oN..........Mi
INSTALLATION NOTES'
EMBED MENT
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEOMENTAND EDGE DISTANCE LIMITS. _
*: No.58705 '1
2.WOOD BUCKS DEPICTED ON THIS SHEET AS'tX',ARE BUCKS WHOSE TOTPLTHiCKNESS IS LESSTHAN I-12'.-XWOOD Seel Sclex
92W
1_t im _
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS
-1X'ARE -410 S,. w. flow --O 'FA
�-
CONCRETE:CMU 1.12"THICKORGREATERANSTALLATION TO THE SUBSTRATE OFWOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS EI,.ur.0 , Raw 1n� ��•, v51T4/l UU
PER ANCHOR EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. 41055 EIw Cre'erbrfl 1274 Fs1 189.1 htl O '- AT'OF /(/��
REQUIREMENT I4 DISTANCE 6Ca}r5 Alme+um 18 tv 71 tv �T(C` FLORIOT.._'`G,\��
3.FOR ATTACHMENTTO METALTHE STRUCTURAL MEMBER SHALL BE OF A SIZE TOPROVIDE FULL SUPPORTTOTHE AX S16 816 59 hs1 i�sS`J e""
WINDOW FRAME. G.33smds. nks as.1 r ANAL
VERTICAL SECTION H-H .1.1`W
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A Lr NN A1ILLER.P E
P.ENSdT05 '
b
TABLE 12'
Item PGT Part# Description Material z%ba' z.7b4 z.7e4
# 094"-�-71f 094'vlL� 094'vl if
1 4253C Flanged Frame Alum.6063-TS ole• oez• .074• csz• tt
2 4285 Equal4eg Frame Alum.6063-TS 1375-3 4256 Integral Fin Frarne Alum.6063-T5 t.aTS- 1,439' f 500439- f4 4255 7116'Lami.Glass Beading Alum.6063-T5 t000' I115nr<oou Kcws u
5 4254 I.G.Glass Beading Alum.6063-T5 6a 4270 Installation Fastener Cover Alum.6063-TS o7r I��k s��et FLANGE FRAME EQUAL-LEG FRAME B"fMi c d,IS-6b 4224 Installation Fastener Cover for Cures Rigid PVC OFIN FRAME
By
8 4267 7/16'Lami.Glass Beading for Cunies Alum.6063.75 I
.970" t--- �� ]46• �-� .970' �- 1 34b- roFro3i�n G,w�(
9 4269 I.G.Beading for Curves Alum.6063-T5 tr�la I.o3r I�I�Iy J~��Irrtaay I
10 705890 Gasket(at 90°comer joints) Polyethylene .875` 87s j els ll II .975- II II NO CHANGE B THIS SHEET.
11 TP24718 Vinyl Bulb Weatherstrip Flex PVC.Duro.65+1-1 ` u u u U
12 61308K Foam Beading Tape � o5c• mo
13 Dow 791,899,995 or GE 7700 Backbedding Silicone O 7;18`
LAM'
1-1116'I.G.GLASS O INSTALLATION O 7116'IAM' O I.G.GLASS
4 GLASS BEADING 5 BEADING 6z FASTENER COVER 9 GLASS BEADING 9 BEADING
20 716521( Setting Block.A4ono.3116'x 7/16"x 4' Neoprene,Duro.85+/-1 FOR CURVES FOR CURVES
21 71704AK Setting Block,I.G.3116'x 1-3/32'x 4' Neoprene,Dum.85+/-1
29 76X114FP #6 x 1-1/4'FH SMS(Cured Beading) Stainless Steel HOT-MELT ALUM111NUh1 OESICGANT FILL LU w' N
S.LICONE BUTYL POLYISOBUTYLENE
30 781PQX #8%t'Quad PH SMS(A55embiy) Stainless Steel STRUCTURAL REINFORCEMENT SEAL 5,16'NOM. O
3/1 B"NOM. SILICONE M)
POLYIS0. 114'NOM11. Qo
75
Kamm Kodispace 4SG TPS 5n6'NOM >'n dl+u O
8UTYLENEWITH STRUCTURAL - BUTYLS
SEAL U N
76 GUaneX Super Spacef nXf See this Sheet fof DESICCANT/ . '%+. /i it ROLL.FORMED
77 Quanex Duraseal Spa— Materials SILICONE DESICCANT M
P � FOAh1 LMTH %i� FOAM � I STAINLESS STEEL d/ O
�� DESICCANT I/ /�� / . / /i// I ZLL� �� J
78 Cardinal XL Edge Spacer EXT.GLASST': / EXT GLASS--r// i/i EXT.GLPSS � :% E%T.GLA55-N� .�/+ =UI O :'n
+ '\-WT.GLASS U7:''%�IM.GLASS 'v/" INT.GLASS v i. I F Z
W _..
O45GITP5 KOD79 CE ITER SPACER' OSPLED ACER Ls 7a SPACERTM O Z pl O R
LL
Q � O
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS J
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES a~i < ,_,
9 m Z Z
^ 0 U7
ANGLED/CURVED ANGLEDICURVED ' O Z
FRAMEASSEMBLY FRAME ASSEMBLY ( Q Z +•�
90E ASSEMBLY
R BTCORNERASSEMBLY ¢ O
I I FRAME ASSEMBLY I I FRAME ASSEMBLY ti X O C
ALL CORNERS f�\-:=GE
I / ALL CORNERS TOUSEUSE GASKET
AN RSEALAj / ANDIOR SEALANTd EXTERIOR �P�EOUAL-LEG FRAME No.56705TERIOR I _FRAME / _` 'UjMITERED FRAME WITH INTERIOR EXTERIOR MITERED FRAh1E WITH INTERIOR SAEGFRAME I ST TE OF AND EXTERIOR FRAME WELDS `,� I AND EXTERIOR FRAME IAELDS (ORID?ME (SHOWN)OR CORNER KEYS AT a (SHOWN)OR CORNER KEYSATSCREW BOSSES.SEALANT ATALL CORNERS II�J,I SCREW BOSSES.SEALANT AT ALL CORNERS '7, "Al
0-
30 A LYIJF1N1kYy'A�.b.E.
P E.0 59715