HomeMy WebLinkAboutNotice of Acceptance (5) ® E &4LU_W—DADE COUNTY,FLORIDA
PRODUCT CONTROL SECTION
P,EQE1Vr:,-Q 11805 SW 26 Street Room 208
DEPARTMENT OF REGULATORY AND ECON,)MIC RESOURCES(RER) Miami,Florida 33175-2474
NOTICE OF ACCEPTANCE A
ill r 9 fi /,19n www.miamidade.gov/buildinE
(N C) ) Al IG 2 0 A20
PGT Industries,Inc.
1070 Technology Drive ST. Lucie County, Permitting
North Venice,FL 34275
A
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"PW-5520 Vinyl"PVC Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. AID-5520.0 titled "Vinyl Fixed Window NOA (LM&SN)",
sheets 1 through 11 of 11,dated 09/09/14,with revision B dated 06/06/17,prepared by manufacturer,signed,
seated and dated.11/22/19,by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control
Revision stamp with the Notice ofAcceptance 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 manufacturiD 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 ofNOA.
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 No.17-0614.09 and consists of this page 1 and evidence pages E-1,
E-2 and E-3,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
1
NOA No.19-1126.10 0="MEC0UNTY1K
Expiration Date: April 30,2025
t. lip Approval Date:January 09,2020
Page 1
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. 14-0930.25)
2. Drawing No.MD-5520.0 titled"Vinyl Fixed Window NOA(LM&SM)",sheets I
through 11 of 11,dated 09/09/14,with revision B dated 06/06/17,prepared by
manufacturer, signed, sealed and dated 6/9/17,by Anthony Lynn Miller,P.E.
(Submitted under NOA No.17-0614.09)
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,Duraseale spacer system, Super Spacer®NX-Fm spacer system and XL
Edge m 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. 16-0629.12)
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 a PVC fixed window,
prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-7897,dated
08/01/14,signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 14-0930.25)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 5th
Edition (2014),dated 09/18/14 and 04/07/15,prepared by manufacturer,signed and
sealed by Anthony Lynn Miller,P.E.
(Submitted under NOA No. 14-0930.25)
2. , Glazing complies with ASTM E1300-09
Manuee z,P.E.
Product Cont of E miner
NOA -1126.10
Expiration Date: April 30,2025
Approval Date:January 09,2020
E-1 -
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 Interlayers"dated 06/25/15,expiring on
07/04/18.
3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA
for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated
08/10/17,expiring on 02/28/18.
4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA,
Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC.
Exterior Extrusions for Windows and Doors"•dated 09/15/16,expiring on 04/16/20. _
5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA,
Inc.for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors"dated 09/15/16,expiring on 04/16/20.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 5th Edition(2014)and FBC
61h Edition(2017),dated August 29,2017,issued by manufacturer, signed and sealed
by Anthony Lynn Miller,P.E.
(Submitted under NOA No.17-0614.09)
2. Statement letter of no financial interest,dated June 9,2017,issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under NOA No. 17-0614.09)
3. Proposal issued by Product Control,dated 6/26/14,signed by Jaime Gascon,P.E.
Supervisor,Product Control Section.
(Submitted under NOA No. 14-0930.25)
4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016,
signed by Ishaq Chanda,P.E.
(Submitted under previous NOA No. 16-0629.12)
G. OTHERS
1. Notice of Acceptance No. 16-0629.12,issued to PGT Industries,Inc. for their Series
"PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring
on 04/30/20.
MaVttrExaminer
erez,P.E.
Product Co
NOA9-1126.10
Expiration Date: April 30,2025
Approval Date:January 09,2020
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.MD-5520.0 titled"Vinyl Fixed Window NOA(LM&SM)",sheets 1
through 11 of 11,dated 09/09/14,with revision B dated 06/06/17,prepared by
manufacturer,signed,sealed and dated 11/22/19,by Anthony Lynn Miller,P.E.
B. TESTS
1. None
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic•Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifol&Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on•07/08/24.
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.
3. Notice of Acceptance No. 18-0122.02,issued to ENERGI Fenestration Solutions
USA,Inc.,for their White Rigid PVC Exterior Extrusions for Windows and
Doors,approved on 03/08/18,expiring on 02/28/23.
4. Notice of Acceptance No. 18-1217.15,issued to ENERGI Fenestration Solutions
USA,Inc.,for their Bronze&Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors,approved on 01/17/19,expiring on 04/16/20.
5. Notice of Acceptance No. 18-1217.16,issued to ENERGI Fenestration Solutions
USA,Inc.,for their Performance Core Rigid PVC Exterior Extrusions for
Windows and Doors,approved on 01/17/19,expiring on 02/04/21.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 6th Edition(2017), dated
November 22,2019,issued by Mfr.,signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial interest,dated November 22,2019,issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
G. OTBERS
1. Notice of Acceptance No. 17-0614.09,issued to PGT Industries,Inc.for their Series
-PW-5520 Vinyl"PVC Fixed Window—L.M.I.approved on.10/26/17 and expiring
on 04/30/20.
Man e ez,P.E.
CoProduct 4, atrrolminer
N0 -1126.10
Expiration Date: April 30,2025
Approval Date:January 09,2020
E-3
GENERAL NOTES:SERIES 5520 IMPACT RATING DESIGN PRESSURE RATING
IMPACT RESISTANT,VINYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE
IMPACT RESISTANT TABLES 413,SHEETS 6-10
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). MAX.BUCK WIDTH SEE TABLES 413
(SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 49 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. (SHORT OR LONG SIDE)
MAX.O.C.SEE 1.25'MAX.
FOR INSULATED GLASS INSTALLATIONS ABOVE 3D IN THE HVHZ,THE OUTBOARD B.SEE - TABLES 413 6-MAX. D,SEE�- - �+--- MAX,O.C.SEE TABLES 4.9
LITE(CAP)MUST TEMPERED. SHEET 3 SHEET 4 PRODUCT REVISED r
777--- uv complying with the Floods
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY I Building Coda A j
APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE aute AmeptNbR IL
VISIBLE VISIBLE Z r
SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER LIGHT WIDTH ti uDwo 2C)
ANCHOR TYPE.
LIGHT WIDTH MAX.BUCK )'
HEIGHT,SEE BY
1X WOOD BUCKS4)ALL WOOD CKS LESS THAN ARE OPTIONAL IF1UN T IS NSTALLED DIRECTLY TO SUBSTRATE OODICK ARE TO BE CONSIDERED 1X S TABLES
(LONG OR MiPtn ProdacY t
BUCKS DEPICTED AS 2X ARE 1-112°THICK OR GREATER 1X AND 2X BUCKS(WHEN USED) / SHORT SIDE) I / JR-081D6117-UPDA ,
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK VISIBLE VISIBLE ANCHORAGE TO FBC 2017.
„
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR A / LIGHT A,SEE C I / LIGHT C,SEE '
ARCHITECT OF RECORD,(AOR). I HEIGHT SHEET3 HEIGHT SHEET4
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX.BUCK
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION HEIGHT,SEE
ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER 1 TABLES 4-9
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX.O.C.
SCOPE OF THESE INSTRUCTIONS. SEE TABLES (LONG OR W Y m
4-13 MAX.O.C. I SHORT SIDE) 7
yney
6)MAX.114•SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT SEE tY
IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED TABLES O O
LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 4-9 I N alo0 C N
IMPOSED ON THEM BY THE WINDOW. g,�•-- 6'MAX. —►I D-4-- 1.25'MAX, �{�••�-- O
7)DESIGN PRESSURES: O J o e
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE,FRAME TYP.EQUAL-LEGIBOX& TYP.INTEGRAL FIN&J-CHANNEL Z LL CD u.a0
ANALYSIS AND GLASS PER ASTM E1300. FLANGE FRAME(90a CORNERS) FRAME(90°CORNERS)
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST (ANCHORED THROUGH NAIL FIN) F U q o�D
�nlo
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM El 300. 1 25°MAX ZZW
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. W MAX. ��
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS W MAX, _f p Z p O j O
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE `� MAX. Z L�l
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR MAX OC. —1T- O.C.
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO MAX,O.C,SEE r W
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE SEE TABLES TABLES 49<4y-13 TABLES ® N p ys IOBgs
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. i q.p z fq
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C. .� Z
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING SEE TABLESVISIBLE w Z
JURISDICTION. / LIGHT 4-13 / LIGHT X -I arp
10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA; HEIGHT J {
HEIGHT -7 I- !L W N
MAX,BUCK
ELCO AGGRE-GATOR NOA;ENER01 WINDOW AND DOOR PROFILES,LTD WHITE& m } Z `r
MAX.BUCK HEIGHT,SEE v _
BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS;NATIONAL DESIGN ///
/ Z W IL
HEIGHT,SEE TABLES 49
SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NDS 8 ALUMINUM DESIGN MANUAL C7 d i
- TABLES 4-9 (LONG OR apt rose0 saua5
11)•PVB'_.090'TROSIFOL®PVB BY KURARAY AMERICA,INC. VISIBLE (LONG OR VISIBLE SHORT SIDE)
'SG"=,090'SENTRYGLAS®INTERLAYER BY KURARAY AMERICA,INC. LIGHT WIDTH SHORT SIDE) LIGHT WIDTH t 1 t 1 I i I I I I r7
6"MAX
\\\ ON 1 LYNN/
GENERAL NOTES.........................) VISIBLE LIGHT FORMULAS _ �' '�� '�tCENSF •.l�� i
I I
ELEVATIONS.................................1 WIDTH:BUCK WIDTH-43116' 6'MAX. 1.25" '""� MAX.O.C.SEE TABLES 4-9 --� 1.25'MAX.
FRAME,GLASS&ANCHOR HEIGHT:BUCK HEIGHT-4-3116' MAX.O.C. MAX. *'^ N0.58705 *_ i
OPTIONS.............................2 SEE TABLES 4.13MAX.BUCK WIDTH BEE TABLES 4.9 '
INSTALLATION,FLANGE& CODES I STANDARDS USED: MAX,BUCK WIDTH SEE TABLES 413 (SHORT OR LONG SIDE) I z
EQUALLEG.........................3 o2017 FLORIDA BUILDING CODE(FBC),6TH EDITIONL (SHORT OR LONG SIDE) 'fJ �� ,••(u\
INSTALLATION,INTEGRAL FIN& 02014 FLORIDA BUILDING CODE(FBC),STH EDITIONTYp,EQUAL-LEG/BOX& TYP.INTEGRAL FIN& `O••. STATE O
4 lV\
J-CHANNEL.......................... ASTM E130UG P
GLAZING DETAILS.......................8 oANSUAF&PA NDS-2016 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED J-CHANNEL FRAME(CURVED OR :� CORIO?,•'' \��
i S G
DESIGN PRESSURES..................8.10 oALUMINUM DESIGN MANUAL,ADM,2015 OR ANGLED CORNERS) ANGLED CORNERS) �S�QNAl-
BOM&ASSEMBLY.......................11 oAISI SIDD•12 (ANCHORED THROUGH NAIL FIN) rrl r r I I I I X 111\
oAISC 360-10 A.LYNN MILLER,P.E. i
P.E.#58705
TABLE 1:
Glass Table "A'=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
Description # "H'=HEAT STRENGTHENED i
Type 'T"=TEMPERED ,
7 7/8"Laminated I.G.:118"A Exterior Cap+7116"Air Space+5/16"Laminated;(2)Utes of 118"A Glass with,090"PVB Intedayer 4 pVB°=.Oso TROSIFOL® 0� 0TE
8 7/8"Laminated I.G.;118"T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Utes of 1/8"A Glass With.090"PVB Intedayer 5 PV8 BY KURARAY
OR
9 7/8"Laminated I.G.:3116"A Extedor Ca +318"Air Space+5116"Laminated; 2 Lltes of 118"A Glass with.090"PVB Intedayer 6
AMERICA,INC. BOX AL
P P () Y 'SG'=.090'SENTRYGLAS® �Q EQUAL DQ
10 7/8"Laminated I.G.:3116"T Exterior Cep+318"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Intedayer 6 INTERLAYER BY KURARAY FLANGE LEG p
11 1"Laminated I.G.:1/6"T Exterior Cap+7116"Air Space+7116"Laminated;(2)Lites of 3116"A Glass with.090"PVB Intedayer 7 AMERICA,INC.
12 1"Laminated I.G,:3116"A Extedor Cep+318'Air Space+7116"Laminated;(2)Utes of 3116"A Glass with.090"PVB Intedayer 8 oc 0 I
13 1'Laminated I.G.:3116"T Extedor Cep+318"Air Space+7116'Laminated;(2)Lites of 3116'A Glass with.090"PVB Intedayer 9
14 1'Laminated I.G.:3116'A Exterior Cap+3/8"Air Space+7116"Laminated;(2)Utes of 3/16"A Glass with.090"SG Intedayer 10
15 1"Laminated I.G.:3116'T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16'A Glass with.090"SG Intedayer 11 GLASS TYPES 14 THROUGH
16 V Laminated I.G.:118"T Exterior Cap+7116"Air Space+7116'Laminated;(2)Lites of 3116'H Glass with.090"SG Intedayer 12 '17 MAY NOT BE USED WITH 0� fla d
JIN FRAM L OR INTEGRAL I�Q INTEGRAL
{
17 1'Laminated I.G.:3116"T Extedor Cap+3/8"A r Space 7116'Laminated;(2)Utes of 3116'H Glass w th.090"SG Intedayer 13 FIN FRAMES. J-CHANNEL (� Q
TABLE 2:ANCHORS INSTALLED THROUGH FRAME
Group Anchor Substrate Min.Edge Min.
Distance EmbedmenC BEYON F HEMEADS
EEYOND THE METAL o0 0
P.T.Southern Pine(SG=51-5 716" 1-31" SUBSTRATE.
#10 SMS
(Steel,18 8 S.S. Steel,A36' 3/8" 0.050" 'UNGROUTED CMU'
or410 S.S.) Steel Stud,A653 Gr.33" 3/8" 0.0451"(18 Ga.) VALUES MAY BE
A Aluminum,6063-T5• 3/8" 0.050" UBED FOR GROUTED
P.T.Southern Pine(SG=0.55) 7/16" 1-318" CMU APPLICATIONS,
3116"steel Ultracon Concrete(min.2.85 ksi) 1" 1-318"
Ungrcuted CMU,(ASTM C-90) 2-112" 1-114,
#12 SMS P.T.Southern Pine(SG=0.55) 9116" 1-3/8" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES
(steel, SIM S.S. Steel,A36' 3/8" 0.050" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10.
or410 S.S.) Steel Stud,A653 Gr.33" 3/8" 0.0451"(18 Ga.) LONG LONG LONG SHORT
B Aluminum,6063-T5' 318" 0.063" Imo ___SIDE-moi F.-SIDE -{ i SIDE SIDE F--
--- - -- -- --- -
1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" r T r , PROiDVOrIEVISED
1/4"steel Cretaflex P.T.Southern Pine(SG=0.55) 1" 1-3/8" rcw I �w �w I ascanoyi,gw-MmoFkAdo
09I �j oa og. ,yf' Building Code
114"steel Aggre-Gator P.T.Southern Pine(SG=0.55) r Acer_ c=rs�
Concrete min.2.85 ksi 1" 1.314" m I w c w E �imDatc
1/4"steel Ultracon /
C Ungrouted CMU,(ASTM G90) 2-112° 1-114" 1 y By
LONG LONG LONG LONG LONG Miami Prodad• '^
1/4"Steal Creteflex Concrete min.3.35 ksi) 1" 1.3/4" F� SIDE -"'I I` SIDE � ('- SIDE -'I f--LONG +{ IF SIDE --I � Y�
--- r- -� - r- - 1 r 9
1/4"steel Ultracon Concrete(min.2.85 ksi) 2.112" 1-314" T 1 NO CHANGES THIS SHEET.
1/4"steel Creteflex Concrete(min.3.35 ksi) 2-112" 1-314" ��
D UngroutedCMU,(ASTMG90) 2-1/2" 1.114" 0G ooh oo oo o0 9/
SN 24J SA1 xN p f
114"steel Aggre Gator Concrete min.3.275 ksi 1-1/2" 1- 8" �!! I I a11 c1 "s
Grouted CMU,(ASTM C-90) 2" 2" i l L J �Sj_- 1 L J Ce
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
Edge Min.
.
Group Anchor Substrate Min. LYN/y �q
Distance Embedment' .• ••••„ /Z/�
E 2-112"x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8' 2-7/16" 1070 TECHNOLOGY DRIVE ��•.••'��cENSF'•.����;
2-112"Ring-shank Roofing Nail P.T.Southam Pine(SG=.55) 3/8" 2-7/16" Matedal Min.F, Min.F.
N.VENICE,FL 34275 No.58705
P.T.Southern Pine(SG=.55) 112" 1-3/8" steel screw 92 ksi 1zo kat (941)-480-1600 _ 1
#10 Trusshead SMS 1e a screw so ksi 9s ksi - -
steel,18-8 S.S. Aluminum,6063-TS' 3/8" 0.050"
( 410 Screw 90 ksl 110 ksi
or 410 S.S, Steel Stud,Gr.33' 3/8" 0.0451"(18 Ga.) CERT.OF Al1TH.#29298 '• �L;A23T-E�2-�,[�Eloo Aggm-Gtov@ 57 ksi 96 ksi F Steel,A36 3/8" 0.050" ` VINYL FIXED WINDOW NOA(LM&SM) 9/9/14 �'p��'•.F<oR nI*.•'G\��
'MIN.OF 3 Elco lAtreCorr9 165 ksi 177 ks( N�
P.T.Southam Pine(SG=.55) 9116' 1-318° THREADS 410 SS Elco CreteFiex® 127.4 kei 199.7 kSl \ \
#12 SMS Aluminum,6063-75 3/8" 0.063" BEYOND 6063-T5 Alurninum 1s ksi 22 ksi " GLASS/ANCHORSIFRAME OPTIONS "m J ROSOWSKI �'i 1�t�1A 10
(steel,18.8 S.S. Steel Stud,Gr.33' 318° 0.050" THE A36 Steer 36 ksi 56 ksi g 9
or 410 S.S.) METAL Gr.33 Steel Stud 33 kal 45 kei A.LYNN MILLER,P.E.
Steel,A35' 318" 0.05W SUBSTRATE. PW-5520 ,° NTS T" ',2 0F11 02 MD-5520.0 B P,E.#69ER
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
i
INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETEICMU.
OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT
ANCHORED THROUGHi
FRAME INTO 2X WOOD ��— EDGE DISTANCE 114"MAX. 114'MAX.
FRAME OR BUCKSTRIP. SHIM 2 4 SHIM
SEE NOTE 2,THIS SHEET. EDGE
EMBEDMENT EDGE
FLANGE DISTANCE 6 DISTANCE 1
FRAME 1 y
TYP.ANCHOR TYPE, 1'THICK I.G. O TYP.ANCHOR TYPE,
o
2
114*MAX EMBEDMENT AND EDGE EMBEDMENTAND
L_jSHIM DISTANCE PER ..' EDGE DISTANCE PER
TYP.ANCHOR TYPE, SUBSTRATE, SUBSTRATE,SEE
TABLE 2,SHEET 2.
EMBEDMENTAND SEE TABLE 2,SHEET 2.
6 EDGE DISTANCE PER
�nI SUBSTRATE,SEE
a I� 5 TABLE 2,SHEET 2. •� Op� 718'THICK I.G. �D
FLANGE EXTERIOR VISIBLE LIGHT WIDTH r.
7 ,
FRAME
SHOWN �I�y LEGIBOX
718'THICK I.G. NOTES: " FRAME
BUCK WIDTH SHOWN
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS
LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
AND EDGE DISTANCE LIMITS.ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE ,
WINDOW.
DADE APPROVED MULLION,FSC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. �
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES TABLE 3 SHEET 2. .
PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN
BUCK VISIBLE 1.112'THICK ARE TO BE CONSIDERED 1X 114'MAX.
HEIGHT LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF SHIM #10 OR#12 STEEL ••-�{ i14'MAX.SHIM
HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS NTIZE2,
G5),SEE
BUCKS DEPICTED AS 2X ARE 1.112°THICK OR HEET 2.
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE PRODUCTREVISED
DESIGNED TO PROPERLY TRANSFER LOADS TO THE as camp)y�wILS tb;F)OP(da
STRUCTURE.WOOD BUCK DESIGN AND
Bfitlding Cndt
INSTALLATION IS THE RESPONSIBILITY OF THE AccoPioUno Din µ
ENGINEER OR ARCHITECT OF RECORD, nn �/L5
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED ^ �TO AS DAYLIGHT OPENING)IS MEASURED FROM c1'THICK I,G. BEADING TO BEADING. FLANGEEQUAL
FRAMELEGIBOX NO CHANGES THIS SSHOWNFRAMETYP.ANCHOR TYPE, SHOWNEXTERIOR EMBEDMENTAND EXTERIOR 0 "s I
EDGE DISTANCE PER
4 LLLJJJ SUBSTRATE,SEE INSTALLATION INSTALLATION
EQUAL- TABLE 2,SHEET 2. _ OPTION 4 OPTION 4
LEGISOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL ``\���`oNY LYNr1I I/.,
FRAME 1/4°MAX.SHIM ..YN
SHOWNEE j– 1070 TECHNOLOGY DRIVE •��••'OCENse''•.!�';
—1_ N.VENICE,FL 34275 ,�� '
(941)-480-1600 '* No.58705
EMBEDMENT ••77Fel
' VISIBLE LIGHT FORMULAS CERT.OF AUTH.#29296 %13 '• �/ '`°tS ATE '((�`
INSTALLATION WIDTH.BUCK WIDTH-4-3/16 F
OPTION 2 HEIGHT:BUCK HEIGHT-4.9116 VINYL FIXED WINDOW NOA(LM&SM) 0 9l9l14 .,�s'•. IORIDE.•' \?
ANCHORED THROUGH EDGE DISTANCE ,; e /,I /OVAL.
FRAME DIRECTLY INTO & FLANGE&EQUAL-LEGI80X FRAMES om JROSOWSKI IIIrr11 111�``�
CONCRETEICMU. VERTICAL SECTION B-B m uA.LYNN MILLER,P.E.
PW-5520 NTS 3OF11 oz° MD-5520.0 B p.E#56705
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 6 OPTION 5
114'MAX.SHIM ANCHORED THROUGH 114'MAX.SHIM
INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN �— EDGE DISTANCE
ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP.
INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET. I
r EMBEDMENT T Q NOTE 2,THIS SHEET.
FRAME OR BUCKSTRIP.SEE I
NOTE 2,THIS SHEET. EDGE 1 3
EDGE DISTANCE DISTANCE ^
J-CHANNEL
FRAME 1 El 0
SHOWN 1
o ^ EMBEDMENT I
1 El 114'MPJ(.SHIM
7YP.ANCHOR TYPE,
�Q 1°THICK I.G. 1��
EMBEDMENT AND'
TYP.ANCHOR TYPE, EDGE DISTANCE PER
EMBEDMENT AND EDGE SUBSTRATE,SEE
6 DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. INTEGRAL TYP.ANCHOR TYPE,
p SEE TABLE 3,SHEET 2. (SCREW SHOWN) o FIN EMBEDMENT AND EDGE
5 (NAIL SHOWN) [gyp I 718"THICK I.G. 0 FRAME DISTANCE PER SUBSTRATE, j
J-CHANNEL EXTERIOR IFS---- VISIBLE LIGHT WIDTH 7 SHOWN (NAIL SHOWN)SHEET 2.
FRAME j
R8"THICK I.G. NOTES: SHOWN V
BUCK WIDTH
1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C
ANCHORS LISTED ON TABLES 2&3,SHEET 2.
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS,ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FSC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD.
BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3,SHEET 2.
2)MASONRY ANCHORS MAY BE USED INTO WOOD
AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS
BUCK VISIBLE THAN 1-112"THICK ARE TO BE CONSIDERED IX I
HEIGHT LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL 114'MAX, i
HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 114°MAX.SHIM #10 OR#12 STEEL —�' SHIM
WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK SMB(G6),SEE
OR GREATER.1X AND 2X BUCKS(WHEN USED) TABLES 2 8 3,
SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET 2. FRODUG'1'REVISED
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN as ed- im;wishiha Florido
AND INSTALLATION IS THE RESPONSIBILITY OF HuildlryCuda
ACC47E*.a:.aa 2do
THE ENGINEER OR ARCHITECT OF RECORD. E 1a9a
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO Gy ,
l"THICK I.G. REFERRED TO AS DAYLIGHT OPENING)IS �� �a KIM adr Iho&&d
MEASURED FROM BEADING TO BEADING.
FIN AND/OR
FLANGE MAYBE NO CHANGES THIS SHEET.
REMOVED IN-FIELD
O INTEGRAL FIN EXTERIOR
EXTERIOR TYP.ANCHOR TYPE,EMBEDMENT FF:AME SHOWNp o I—I ❑ I
3 AND EDGE DISTANCE PER V ('
SUBSTRATE,SEE TABLE 3,SHEET 2. INSTALLATION OPTION 7 INSTALLATION OPTION 8 t
INTEGRAL �PE= (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME,
FIN INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2, \`1111
FRAME 114°MAX. ��� NY LYN
SHOWN o c SHIM 1070 TECHNOLOGY DRIVE ��a��.`�''�1pENSF �l�
N.VENICE,
INSTALLATION
N EDGE (941)-480-1600 y= No.58705 u
ANCHOREDTHROUGH DISTANCE ® _
INTEGRAL FIN INTO 2X CERT.OF Al #29296 =
11"kwWOOD FRAME ORVISIBLE LIGHT FORMULAS �0 ;IT (;lV�
BUCKSTRIP.SEE NOTE 2, A
WIDTH:BucKwIDTH-a 311x^ VINYL FIXED WINDOW NOA(LM&SM) g 9/9/14 ; tORIDP,.•''
THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-4�f16' e /sS7••....
VERTICAL SECTION D-D J-CHANNEL&INTEGRAL FIN FRAME J ROSOWSKI /l1j�NALI%",\^
L" " A.LYNN MILLER,P.E. )
v
PW 5520 y
NTSJ�j 4 OF 11 oz MD-5520.0 p B P,E.#58705
718'NOM. -+{ 7/8'NOM. 7/8°NOM. -�I 718"NOM,
I 3
5/16"AIA PVB 5116°A/A PVB 5/16"AlA PVB 5116"A/A PVB
7116'AIR SPACE--\ 7116"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE
eRODUCT REVISED i
1/8"A GLASS--\ 1/8"T_GLASS 3/16"A GLASS 3116"T GLASS as am plyiv3 with the Fmsida
' BSilding Cade
aEXERIOR aEXTERIOR Aaptcua No FaEXTERIOR a
imtivn Dae `/fjyj
BY
80.83 80-83 80-83 80-83 MI D��,�..
GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 o CHANGES THI EET.
s
"s
z`
1"NOM. VN M. -►{ 1"N M. VN M.
7116"AIA PVB 7/16°A/A PVB 7116"A/A PVB 7116"A/A SG Q1
3 "5a
O to o
7/16"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE } 3750 O Ln
tov
1/8"T GLASS 3/16"A GLASS 3/16"T GLASS--\ 3/16"A GLASS
a EXTERIOR G]EXTERIOR a EXTERIOR a EXTERIOR Z LL Q 5 w0 2
c1 cWi c5 co
80.83 80 83 80 83 80 83 Zcog WAG
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z o a
z o
® H Ln
OO 73345
z 23
1'N M. 1"N M. 1'NOM. 5 13 Q
I I ¢ LU p 57555
25
7/16"A/A SG 7/16"HIH SG 7/16'H/H SG EXTERIOR ° LLL Z N
318"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE J D.
1/2'NOM.GLASS L) Z 3
3/ 16"T GLASS 1/8"T GLASS 3/16"T GLASS
80-83 BITE TYP. > C7 d f
a EXTERIOR a EXTERIOR a 74
EXTERIOR ai71 •5sap s5;+a5
80 83 80 83 80.83 O `.���`pNY LYNN77j'i,,
�JCENgF
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78 _ No.58705
o
SAml
"A°=ANNEALED EOF
"H' HEAT STRENGTHENED GLASS TYPES 14 THROUGH
D 17 MAY NOT BE USED WITH
WE"=000TEMPE7 ROSIFOL® I J-CHANNEL OR INTEGRAL TYP.GLAZING DETAIL 'SS,ONAL1�NG
PVB BY KURARAY AMERICA,INC. FIN FRAMES
'SG"=.000'SENTRYGLAS® A.LYNN MILLER,P.E. !
INTERLAYER BY KURARAY AMERICA,INC. P.E.#58705
TABLE 4:
Window Design Pressure,(+/-psO l6e this table
for Glass 7 I
118"A Cap-Airspace-5/16"A/A With PVB Type:
Window Long Side(in) TABLE DIMENSIONS MAY BE
DimensionsK+1-50
54 513 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR ,
18 +/50 tf-50 +/50 +1-50 +/-50 +/50 +/-50 +/50 +/-50 +/50 +/-50 HORIZONTALLY AS SHOWN.
LONG PRODUCTREVISED
20 +/50 +150 +/50 +f50 +150 +/50 +150 +/50 +150 +ISO +/-50 SIDE as implying With em FWrida
22 +/50 +150 +/$0 +1.50 +ISO +/-50 +150 +/50 +1-50 +/50 +!•50 ��-- LONG SIDE A=PtgCaleC 24 +/-50 +1-50 +/SO +/50 +1-50 +1-50 +/-50 +/50 +/-50 +/50 +150 T- E ira nDa (-1�E i1Mi n Due
26 +/SO +ISO +150 +ISO +/50 +150 +1-50 +/50 +/-50 +150 +150 SHORT By
zaI
28 +/SO +/-50 +150 +150 +150 +/50 +150 +150 +150 +/50 +/-50 +/50 SIDE Mi ads ProdnM k.
SHORT
30 +150 +/-50 +/-50 +1-50 +l•50 +/50 +150 +/50 +/-50 +/-50 +/-50
SIDE NO CHANGES THIS SHEET. '
32 +150 +/50 +1-50 +150 +150 +150 +/-50 +150 +150 +150 I
N34 +/S0 +/-50 +/-50 +ISO +150 +/S0 +150 +/-50 +/S0
C 36 +150 +1-50 +1.50 +/50 +/-50 +/-50 +/50 +1-50 j
iq ►— LONG SIDE —►�
rn 38 +150 +/-50 +/-50 +/SO +/50 +150 +1.50
40 +ISO +150 +1-50 +!$D +/50 +/SO
MA%.O,C.SPAONGIF ANCHORING MAX.O.C.SPACING IF ANCHORING SHORT LONG
42 +150 +/-50 +l•50 +/-50 +/S0 SIDE Y CD I
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PERSHEET4 LU
510E
44 +150 +150 +/50 +l50
46 +150 +ISO +/50 APPLIES TO A,B,COROANCHORS APPLIES TOE OR FANCHORS �
48 +/$0 +/-50 (SEETABlE 2) (SEETABlE 3) pt to o i
15" 4" CO N alod Q0 CD
. N I
51.05 +150 SHORT O rn
SIDE Z ILL� uMor
0Ld
223
N 'ON
TABLES: tketh's table W
Window Design Pressure,(+/-paf �nO '
>
for Glass 8 '4 Q
1/8"T Cap-Airspace-5/16"A/A with PVB Type: z Q N LL
WindowLong Side(In) Z a�pqq O
Dimensions 80.828 64 Be 68 70 74 77 80 84 87 82 97 99
32 +/S0 +/-50 +150 +/SO +150 +/50 +/-50 +I-50 +/50 +/50 +150 +150 t/50 m O I
Lo
� Z � Taays
34 +/$0 +/-50 +150 +l$0 +150 +150 +150 +150 +/50 +/50 +/-50 +1.47.3 +146.7 _
36 +/50 +150 +150 +/-50 +/50 +/SO +150 +150 +150 +ISO +147.5 +145.4 +1-04.6 = 3to Z
38 +/50 +/-50 +/•50 +/-50 +1•50 +1-50 +/-50 +1-50 +/50 +149.1 +148,1 +143.9 ¢ W �K ;,---s
-
x+/50 +l50 +/50 +(-50 +150 +/50 +150 +1-50 +1.50 +148.2 +145.1 LL X d o i
O �y
42 +150 +!$0 +/SO +ISO +1-50 +/$0 +150 +1-50 +/49.8 +147.4 J 0 L }
44 +150 +/50 +150 +1-50 1 +/-50 +ISO +150 +/-50 +148.9 U z
w46 +/50 +/50 +l•50 +1-50 +/-50 +150 +/50 +/49.9 > WO a
g 48 +ISO +1-50 +/-50 +/-50 +1-50 +/S0 +/50 opli •osaO salsas
N +/50
52 +/50 +150 +150 +1-50 +/50 MAX.O.C.SPACING IF ANCHORING MAX.O,C.SPACING IF ANCHORING \�.``3�t LYIVIV
54 +/50 +l$0 +/SO +/-50 THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 N1GEN,SF'•//��
NOTES:
58 +/50 +ISO +/$0 APPLIESTOA,S,CORDANCHORS APPUESTOEORFANCHORS 1)BUCK DIMENSIONS SHOWN. ` QCti.•' (C�%l }
56 +/$0 +l50 (SEE TABLE 2) (SEETABLE3) 2)FOR SIZES NOT SHOWN,ROUND UP TO THE _ No.58705 '
15" 3.5"FOR EANCHORS,4"FOR FANCHORS :/; _
6058 +/50 NEXT AVAILABLE SHORT OR LONG DIMENSION. _ i
3 FOR ARCHITECTURAL WINDOWS SEE SHEET 2, •:
FI )ND THE SMALLEST SQUARE WINDOW SIZE IN S ' q (vim" I
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL %'�`�'•.,F/ORIOP
WINDOW WILL COMPLETELY FIT WITHIN. ��SSS/ •• •• NC�`�`
ALtt���
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 6:
Window Design Pressure,(+/-pst Ills I'll
"b"
3/16"A Ca -Airspace-5116"A/A with PVB for ease 9&10
Types: —7
3116"T Ca -Airspace-5/16"A/A with PVB TABLE DIMENSIONS MAYBE I}
Window Long Side(in) ORIENTED VERTICALLY OR I
Dimensions 60,928 64 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN.
32 +)50 +/50 +150 7
50 +150 +/50 +/50 +1-50 +1-50 +150 +/50 +ISO +150 LONG PRODUCTRBVLSED
34 +/50 +150 +150 +1-50 +150 +150 +150 +/50 +1.50 +1-50 +/-50 +150 +/•50 SIDE "a ildins od-% Lha Florid4
�- LONG SIDE � Ouilding Coda '
9
36 +150 +/50 +/50 +1-50 +/-50 +/-50 +/50 +1-50 +I-50 +/-50 +1.50 +/50 +150 T AccepmaoaAlo' t
1 E no Dat
38 +150 +/-50 +/-50 +1-50 +/-50 +/50 +/50 +/50 +/•50 +1-50 +1-50 +/-50 1
40 +/50 +/50 +150 +1-50 +/.50 +/50 +/50 +150 +150 +1-50 +/50 SHORT By «
SIDE p4iam pryy`pL!' �
42 +/50 +/50 +/50 +1-50 +I50 +/-50 +/50 +150 +/•60 +/-50 + SHORT
o J— SIDE
44 +/50 +1_50 +/50 +150 +/-50 +/50 +/50 +/-50 +/-50 NO CHANGES THIS SHEET.
iii 46 +1.50 +150 +150 +/-50 +/-50 +150 +/50 +/50
48 +/.50 +150 +/50 +150 +/•50 +150 +150 '2
w 50 +150 +/S0 +/•50 +/-50 +/•50 +/-50 �- LONG SIDE ---►i '
a
52 +/-50 +150 +/_50 +1-50 +1-50 MAX.O.C.SPACINGIF ANCHORING MAX.O.C.SPACING IFANCHORING
54 +150 +150 +/50 +1-50 THROUGHTHE FRAME PER SHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET 4 SHORT LONG
APPLIES TO A,8,C OR D ANCHORS APPLIES TO E OR F ANCHORS BIDE SIDE DO
56 +/50 +/-50 +1.50W .
58 +/50 +/50 (SEETABUi 2) B3) y 'nsy
35° 3.5"FOR EANCHORS,CHORS,4V" >fOR F ANCHORS �
60.926 +150 N woo O N
SHORT
O� d
TABLE 7: llseiha-Lapp S LLI$ uxu
Window Design Pressure,(+/-psf) U V o
far Glass 11 m
1/8"T C ap-Ai rspace-7/16'A/A With PVB Trce -a
�LU VAG
Window Long Side(in) 1-> 2 In
Dimensions 60.928 64 66 68 70 74 77 80 84 87 92 97 99 o Z Q fA
32 +/-70 +/_70 +1-70 +1-70 +1_70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1.70 +1-70 Z m LL
O
34 +/•70 +/-70 +/-70 +1-70 +/•70 +/-70 +/•70 +/-70 +/-70 +/-70 +l-70 +f-70 +/•70 }� F
36 +/.70 +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 +1-70 +1_70 +/-70 +/•70 +/-70 +/-70 ® ` OQ LU IoayS
38 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/•70 +/-70 +/-70 +/-70 , Z
y
40 +/_70 +/-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/•70 +1-70 +/-70 y
42 +/-70 +/-70 +1-70 +1-70 +/-70 +/•70 +1.70 -+1-70 +/-70 +1-70 < W LU alcas
m 44 +/•70 +l-70 +1-70 +1-70 +1-70 +/-70 +1.70 +1-70 +1.70 0 LL Z N i
N 46 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 +1-70 +1-70 J 0 Ln
48 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1.70 cwi Z W
50 +/•70 +I-70 +1-70 +1-70 +1-70 +/-70
52 +/-70 +1-70 +1-70 +1-70 +/-70 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING apgaso0 seua5 t
THROUGHTHEFRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEE74
54 +/-70 +1-70 +/-70 +J-70 gppUESTOB,CORD ANCHORS APPUESTOFANCHORS `���`'�NY LYf1N
56 +/-70 +/-70 +1.70
'
58 (SEETABLE2) (SEETABLE3) NOTES: � •''0CE
+1.70 +/-70NSF'•
35.5" 4" 1)BUCK DIMENSIONS SHOWN.
60.926 +/-70 No.58705
2)FOR SIZES NOT SHOWN,ROUND UP TO THE _ y}
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN '0
SATE OF (G
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL i�hs '•'40R10;'.•''G\�\�
WINDOW WILL COMPLETELY FIT WITHIN. /ONAL ,
//1111111\\\
A.LYNN MILLER,P.E.
P.E#58705
TABLE 8:
Window Design Pressure,(+1-psf) LI'0 tl e teb1e
fo'.'...1 Glses 12
3/16"A Cap-Airspace-7116"AIA With PVB Types: I'
Window Long Side(In) i
TABLE DIMENSIONS MAYBE
Dimensions Y
69.649 71 73 75 78 80 BS 86 89 92 96 99 ORIENTED VERTICALLY OR
32 +1.70 +1-70 +/-70 +170 +1-70 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 +/-70 HORIZONTALLY AS SHOWN,
34 +1-70 +1.70 +/•70 +/-70 +1-70 +I-70 +1-70 +1-70 +I-70 +1.70 +l-70 +/-70 LONG pA0DLXTpaVISED
f
36 +1-70 +1-70 +1-70 +/-70 +/•70 +/-70 +NSIDE as complyln9 uvith the Florida70 +1-70 +/-70 +1.70 +1-70 +1-70 f..- LONG SIDE � BuildinB Oods
38 +/-70 +/-70 +1.70 +l-70 +1.70 +/-70 +1-70 +1-70 +1-70 +170 +/-70 +/-70 'cwPr�u r "f �•
40 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 _jIL
42 +/-70 +1-70 +1.70 +/_70 +/•70 +/-70 +1-70 +1-70 +1-70 +1-70 +!$9.5 SHORT
+l-66.7 SIDE M,I FsodaeL ).
44 +1-70 +I-70 +1-70 +/-70 +1-70 +/-70 +/-70 +f-70 +/-70 +1-69.9 1 +1.66.4 +/-63.7 SHORT
46 +/-70 +1-70 +170 +/-70 +1.70 +/-70 +1-70 +/_70 +/-69.9 +1-67.4 +1-63,9 +1.61.7 1- SIDE NO CHANGES THIS SHEET. I
46 +1-70 +/-70 +/-70 +/-70 +170 +/-70 +l-70 _ _ +/-70 +/$7,8 +/-65.3 +1-61.9 +1-59.7
50 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1 9.5 +1-68.5 +/•65.9 +1.63.4 +1-59.9 Imo_ _� T •s- }
52 +1-70 +1-70 +/-70 +1-70 +/•70 +1-70 +1.67.8 +1-66.9 +1.64.2 +1.61.6 LONG SIDE IT ,
w 54 +1-70 +I-70 +/-70 +1-70 +/-70 +/-70 +/.66.2 +/-65.3 +1-62.5
56 +1-70 +1-70 +/70 +1-70 +1-70 +7.69.2 t1b4.7 +163.8 SHORT LONG " 1
SIDE SIDE
+/-68.1 +1.64 m 1
57 t1•70 +/_70 +1•70 +/-70 +1.89.8
60 +I--to +1-70 470 +/-69.7 +/-67 +/-65.3 to •ab
62 +1-70 +1-70 +1.69.9 +/-67.9 +/.65.2 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING O a 0 O
+/�89 THROUGH THEFRAME PER SHEETS THROUGHTHE INTEGRALFIN PER SHEET4 }A ei� U) O
64 +1-70 +1-70 +!$8.3 APPUESTO B,C OR D ANCHORS APPUESTO FANCHORS LO N t
66 +/-69.9 +/-68.9 +1-66.7 _ I SHORT O� to
(SEE TABLE 2) (SEE TABLE 3) -�1 J IM
68 +/-66.4 +1$7.4 15.5" 4" SIDE O LL o ux.a0
Z m
69.849 +l-67,1 U L
o ,
m
TABLE 9: HW W oNtl DMO
Window Design Pressure,(+1-psf) '1°lem 11Ble o� v
tarGses 13 0 `r
3116"T Cap-Airspace-7/16"A/A with PVB Type: z�' ¢ co
Window Long Side(in) Z pippp p
Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 3: H m 1
32 +/-70 +/-70 +/-70 +1-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-70 +I-70 +/-70 m O LU Haa4s
34 +/-70 +/-70 +/-70 +1-70 +1.70 +/-70 +/-70 +/-70 +/-70 +l-70 +1-70 +/-70 ® # Z_
36 +1-70 +/-70 +/_70 +/-70 +/-70 +1-70 +1-70 +/-70 3. y Z
38 +/.70 +/_70 +l-70 +1-70 +/•70 +1-70 +1-70 +1-70 +1-70 +1-70 +/•70 +1-70 SQ yU0LU
�I alo�S
40 +/-70 +/-70 +/-70 +l-70 +1.70 +1-70 +/-70 t/-70 +f•70 +1-70 +l-70 +l-70 0 ly 11 N
42 +/-70 +/-70 +/-70 +1-70 +1.70 +1-70 +1-70 +I-70 +1-70 +1-70 +1.70 +1-70 J (, Ian a
q4 +/-70 +/-70 +/•70 +1-70 +1-70 +/-70 +1-70 +/-70 +1-70 +1-70 +1.70 +1-70 Z W 3:
46 +/_70 +l-70 +1-70 +/-70 .l-70 +1-70 +/_70 +/_70 +/_70 +l-70 +/-70 +/-68.6 5; 0- o.
•asap sagas
48 +1_70 +/-70 +/.70 +/-70 + a1i11
I-70 +I.70 +1-70 +/_70 +1.70 +/-70 +7-68.8 +/-66.3
50 +1-70 +1-70 +1-70 +1-70 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-86.6
rn 52 +/-70 470 +1-70 +1-70 +l-70 +/-70 +/-70 +/-70 +1-70 +/-68.5 LYNN////i
co 54 +1-70 +/-70 +1.70 +1-70 +1.70 +I-70 +/_70 +/-70 +1.69.5 NOTES: N•••"'••
1)BUCK DIMENSIONS SHOWN. L,IOENSF
56 +/-70 +l-70 +/-70 +1-70 +1-70 +/-70 +1-70 +1-70
57 +/_70 +1-70 +1-70 +1-70 +1.70 +/-70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE No.58705
NEXT AVAILABLE SHORT OR LONG DIMENSION, M:
60 +/-70 +1-70 +/-70 +1-70 +1-70 +/-70 _
62 +/-70 +1-70 +/-70 +1-70 +1.70 MAX.O.C,SPACINGIFANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), `O �AT FIND THE SMALLEST SQUARE WINDOW SIZE IN THUHTHEFINMEPERSHEE753&4 THROUGHTNE INTEGRAL FIN PERSHEET464 +/•70 +/-70 +/-70 +l-70 THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL S \
APPLIESTOB,CORDANCHORS APPLIES TO F ANCHORS WINDOW WILL COMPLETELY FIT WITHIN. �i��•'•.F(ORIDA.•'-
66 +/-70 +1-70 +/•70 / ...... tC9
E8 +1-70 +1-70 (SEETABLE2) (SEE TABLE 3) /i/SS/ .AL
69.649 +/-70 15.5" 3.9" A.LYNN dt k R,P.E. !
P.SA 68705
TABLE 10:
Window Design Pressure,(+/-pst) Uae thb tabor
tar Glass 14
3/16"A Cap-Airspace-7/16"AIA With SG Typs:
Window Long Side(in) TABLE DIMENSIONS MAY BE
Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 ORIENTED VERTICALLY OR
32 +801-110 +801-110 +80/_110 +801-110 +80/-110 +80/_110 +801-110 +801-110 +801-110 +801-110 +801•110 +801-110 HORIZONTALLY AS SHOWN.
34 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 '+801-110 +801-109.4 +801-108.3 +801-107.6 LONG
SIDE P cmplyi REVIS®
36 +801.110 +801-110 +801-110 +801.110 +801-109.5 +801-108.6 +801.106.8 +801-106.5 +80/-105.5 +80/-104.7 +801.103.6 +801-102.9 as complyicg wldlthm Ftarka
38 +801-109.7 +801-108.9 +801-107.8 +801-106.8 +80/-105.5 +601-104.6 +801-102.7 +801-102.4 +801-101.4 +801-100.5 +801.99.4 +801-98.7 �- LONG SIDE tluAcepa Cod.
'ceptaaoe Fb l -
40 +801-100.3 +801-105.5 +801-104.4 +601-103.3 +801-101.9 +601-101 +801-99.1 +801-98.7 +801.97.7 +801-96.8 +801.95.7 +801.95 T- L• batioaDato
42 +801.103.3 +801-1025 +801-101.3 +801-100.2 +801-98.8 +801-97.9 +801-95.8 +801-95.5 +801-84,5 +801-93.5 +801.924 +80/30.7 SHORT 0 1
SIDE Mixitt ProdteP -
44 +801-100.7 +801-99.6 +801-98.6 +80137.5 +801-98 +801-95 +801.92.8 +80'-92.6 +801-91.5 +801-90.4 +80187.1 +80184.7 SHORT
46 +80/_98.4 +801-97.5 +80/-98.2 +80/-95 +80/-93.4 +801-925 +801.90.3 +80189.9 +80/88.1 +80/85.5 +80183.1 +801-87.6 SIDE
NO CHANGES THIS SHEET,
e
48 +801-96.3 +801-95.4 +801-94.1 +801-929 +801•91.2 +801.90.2 +80/-88 +80187.6 +80/84.6 +80182.6 +80/80.2 +1-78.6
v 50 +801-94.6 +80133.6 +80132.2 +80/-90.9 +80189.2 +80188.2 +80185.4 +80184.5 +80182.4 +80/•80.2 +/-77.6
m 52 +801.93 +801-92 +80/-90.5 +60189.2 +801.87.4 +80186.4 +80183.3 +80182.5 +80/80.2 +1.78 �- LONG SIDE
T-
U) 54 +801.91.7 +801-90.6 +80/-89.1 +80187.7 +801.85.8 +801-84.7 +80181.3 +8010.4 +/-78.1
56 +80/_90.5 +80189.4 +80187.8 +80186.4 +80184A +80183.2 +/-79.3 +1.78.5 SHORT � LONG
57 +80130 +80188.8 +80187.2 +80185.8 +80/83.4 +801-82 +1-78.4 SIDE SIDE m
UUcn
Y
60 +80/87.2 +801-86 +801.84 +80182.5 +80180.1 +/-78.6 'raa
62 +801-84.6 +801-83.8 +80182.1 +80180.4 +/-78 MAX.O.C.SPACING IF ANCHORING MAX.D.C.SPACING IFANCHORING O 0 C
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET N
84 +801.829 +801.82 +80/80.1 +1-78.4 gppUESTOB,COROANCHORS CON a7W 0 N
66 +801-81.1 +80/30.1 +/•78.3 SEETABlE 2) NOTAPPUCABLE SHORT O -s
69 3 +I-78.4 (
GLASS TYPES 14 THROUGH
13.2" '17 MAY NOT BE USED WITH SIDE O J oo ^g
69648 +l-777
"J-CHANNEL OR INTEGRAL =W W CD
/• wq
FIN FRAMES.
TABLE 11: U U ccoo co .aN
Use this table
Window DesignPressure,(+/-psi] far Glass 1g LU LA0
3/16"T Cap-Airspace-7/16"A/A with SG Type: o z < to
Wndow Long Side(in) p !� U-
Dimensions 77.76 79 81 83 86 87 91 94 96 99 104 107 111 F
36 +801.110 +801-110 +80/-110 +80/410 +80/-110 +801-110 +801.110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110
40 +801-110 +801-110 +80/-110 +801-110 +801.110 +80/-109.9 +801-108.5 +80/-107.5 +801-106.9 +80/_106.1 +BOf-104.8 +801-104.1 +801-103.3 Lo
Z W /a"4s
K
42 +801-110 +801-109.8 +801-108.8 +801-107.9 +801.106.7 +80/-106.3 +801-104.8 +80/-103.8 +80/-103.2 +801-100.8 +801.97.7 +801-96.4 +80/-94.8 to
44 +801-107.3 +801-106.7 +801-105.7 +80/-104.7 +801-103.4 +80/-103 +801-101.4 +80/38.6 +801-96.7 +801-94.1 +80/-91.4 +80/-90.3 +80189.2
aIo
48 +801-102 +801-101.3 +801-100.3 +80139.2 +801.97.3 +801-95.2 +B0/_92.5 +801-90.4 +80!89.2 +80187.3 +80184.4. +80182.7 +80180.5 o X d p
50 +80/-99.8 +801-99.1 +801-98 +80136.9 +80/-93.9 +80/-93.1 +80/89.9 +80187.7 +80188.2 +80184.3 +80181.1 +/-79.3 +/-77 to
51 +80/-98.8 +801-98 +801-96.9 +801-95.8 +801-92.8 +801.92 +80188.7 +80186.4 +801.85 +801-82.8 .+/-79.6 +/-77.7 +/-75.3 Z y ?
54 +80/-98.1 +801-95.3 +801-94 +801-92.1 +801-139.4 +80/88.5 +80185.1 +80/82.7 +80/81.1 +/-78.9 +/-75.3 +/-73.2 +/-70.6 j p LL t
S
56 +80134 +801-93.2 +801-91.6 +801-90.1 +80/87.2 +80/86.3 +80182.8 +80180.2 +1-78.6 +/-76.3 +/-72.6 +/-70.5 sp1 •asa°sauss
a 58 +801-91.4 6 + 6 +/-70.2
61 +80/87.8 +80187 +80185.3 +80183.6 +80/81.2 +80/80.5 B 7'7.3 +1-74.6 +l--72.8 +1--70.4
W
N 63 +80/-85.5 +80184.6 +801.82.6 +80181.1 +/-78.8 +1-78 +1-74.8 +I-72.3 +1.70.6 NOTES: ;�a'�. LtGENSF ���
1)BUCK DIMENSIONS SHOWN. �-:• •F
64 +801-84.4 +80183.5 +801.81.7 +/-80 +/-77.5 +1-76.6 +1.73.5 +1-71.2
66 +80/82.2 +80181.2 79.4 +/-77.6 +/_75 +/-74.2 +I-71 No.58705 '
+/- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE x: T,r_
NEXT AVAILABLE SHORT OR LONG DIMENSION.
68 +180 +I-79.1 +1-77.2 +1-75.4 +/-72.7 +1-71.9 'O = i
70 +/-78 +/-77.1 +1-75 +l-73.2 +/-70.6 MAX.O.C.SPACING IFANCHORING MAX.O.0 SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS SHEET 2), "}� '•,
72 +1-76 +l-75 +l-73 +l-71.1 THROWN THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN ;O,^'•, �ATEO 1 4f;-
APPUESTOB,CORDANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL if�'••.F<ORIDP`.•''•\'_�� '.
74 +/•74.1 +/-73 +1.71 (SEE TABLE 2) NOT APPLICABLE WINDOWWILL COMPLETELY FITWITHIN. �,�SS� .......
AL
76 `+/-72.2 +1-71.1 13.2" //'111111
1+1
77.76 +I-70.5 A.LYNN MILLER,P.E.
P.E.#58705
TABLE 12:
Window Design +1- s uselhls table TABLE DIMENSIONS MAYBE
( for Glass 16 ORIENTED VERTICALLY OR
Pressure, P
1/8"T Cap-Airspace-7116"H/H with SG Type: HORIZONTALLY AS SHOWN.
Window Long Side(in) LONG.
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 SIDE
��— LONG SIDE
32 +801.110 +60/-110 +801-110 +801-110 +80/•110 +801-110 +801-110 +801-110 +801.110 +801-110 +801-110 +801-110 +801-110 � r
34 +801.110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 PRODUCTRBViSED 1
SHORT as emptying with the Florida
36 +801.110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 SIDE pwlecedjrg,t�c idiek� .1Q
38 +801-110 +80/-110 +801-110 +801-110 +130/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-170 SHORT
40 +801-110 +801-110 +801-110 +601-110 +801.110 +80/•110 +801-110 +801-110 +80/•110 +801-110 +801-110 -�— SIDE
D 1
42 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 M•nni ade Prodder Cn
m 44 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 j
1-j 46 +80/-110 +80/-110 +801•110 +801-110 +80/-110 +801-110 +80/-110 +801-110 �— LONG SIDE —►{ NO CHANGES THIS SHEET. ,
48 1+801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 T-
150
o I
50 +801410 +130/-110 +801-110 +801-110 +80/-110 +801-110 SHORT LONG 4
52 +801-110 +80/-110 +801-110 +801-110 +801.110 MAX.O.C.SPACING IF ANCHORING MAX.D.C.SPACING IF ANCHORING SIDE SIDE
54 +801-110 +80/-110 +601-110 +801-110 THROUGHTHEFRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET 4
56 +801-110 +801-110 +80/-110 APPLIES TO B,C OR D ANCHORS on
58 +BO/-110 +801-110 (SEE TABLE 21 NOTAPPLICABLE UJIN
GLASS TYPES 14 TH
60.926 +60l-110 17 MAY NOT BE USED 3113 I J-CHANNEL OR INTEGRAL i
SHORT o "aa
O m o
•FIN FRAMES. 11 el o0 2
Col
TABLE 13: O A ' t'? I
Window Design Pressure,(+I-psf) �aforGJ se 17 Z U-(0 -o o
3116"T Cap-Airspace-7116"H1H with SG Type: x LLj
Window Long Side(in) U U
Dimensions 77,78 79 81 83 86 87 91 94 96 99 104 107 111 118 120 125 136 144 W-7 a+to
36 +801-110 +801-110 +80/•110 +801-110 +80/•110 +801-110 +801-110 +80%110 +801-110 +801-110 +80/•110 +801-110 +BO/-110 +801-110 +601-110 +801-110 +801-110 +801-110 > W
40 +801-110 +801-110 +801-110 +801-110 +801.110 +601.110 +601-110 +801-110 +801-110 +801-110 +80/•110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110WW
ILL
42 .+801-110 +801-110 +801.110 +601-110 +80/•110 +80/-110 +801-110 +801-110 +801-110 +801-110 +8DI-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 O Z Z J O
44 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/410 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801.110 +801-110 +801-110 +801-110 +801-110
3:
48 +801-110 +801-110 +60/-110 +801.110 +1301-110 +80/-110 +130/-110 +801-110 +BOW-110 +801-110 .+801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 O W leans -
50 +801-110 +801-110 +801-110 +801-110 +1301.110 +801-110 +801-110 +801-110 +80!•110 +801-110 +8D/-110 +801-110 +801-110 +801-110 +801-110 ® _Z
51 +80/-110 +801-110 +80/-110 +80/-110 +801.110 +80/•110 +801-110 +801-110 +801.110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 § y Z
54 +801-110 +801.110 +801-110 +80/-110 +801.110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 a LU alaaS
56 +801-110 +801-110 +801-110 +80/-110 +601-110 +801-110 +80/•110 +801-110 +601-110 +801-110 +80/-110 +80/-110 0 LL ZLL C4 t
$ 58 +801-110 +801-110 +801-110 +80%110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 J (9 L'O
61 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +BDl-110 +801-110 cwi >? W
y
> vsa0 sad.�
5+801-110 +801.110 +801-110 +801-110 +801-110 +801-11063 +801-110
64 +801-110 +80(410 +801-110 +601-110 +801.110 +801-110 +801-110 +80/-110
66 +801.110 +801-110 +801-110 +801-110 +801.110 +801-110 +801-110 ��
X11`\N1 LYNN yyr''i
68 +80/-110 +801-110 +801-110 +601-110 +80/-110 +801-110 �� ....... /
70 +801-110 +801-110 +801•110 +80/-110 +80!•110 MAX.O.C.SPACINGIFANCHORING MAX.O.0 SPACING IF ANCHORING ;�`�,•' L1GEN$h.'•.����•
72 +801-110 +801-110 +80/•110 +801-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 Q•;'
74 +801.110 +801-110 +601-110 APPLIES TO B,COR DANCHORS =.*. NO.58705 _
(SEETABLE 2) NOTAPPUCABLE �-
76 +801-110 +801-110 y„ -b '
77L—L .76 +BDI-110
T'..
OF
oTES: cS/"//Ili[NAL
1)BUCK DIMENSIONS SHOWN. ///I I I 1111
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER,P.E.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. P•E.#58705
1 1.376' 3.500° 3.500' 3.500" 3.500"
-+{�-- .062' -��- .062" ---JF-- .062' -+-II-�- .062' '
060"
J .355"
5
®r, ANCHOR COVER 1.483° 1.483° E=� 1.483" EF=7
� 1.483'
IWI �
�aaoa II+
L p o � J� ❑ o � ❑ o � o J.,
-� .884' 301'
.625° .625' I
1.375" O J-CHANNEL FRAME O FLANGE FRAME 1.375• O INTEGRAL FIN FRAME O EQUAL LEGIBOX FRAME
1 1 1
O718'BEAD �- J_
ALUMINUM
SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA i
.80'�r 175• STRUCTURAL BUTYLENE 5116"NOM.
- SILICONE 5116'NOM. SEAL
STRUCTURAL 3)16°NOM.
POLYISOBUTYLEN 1!4"NOM. FOAM BUTYL 8 SILICONE SEAL
WITH DESICCANT WITH DESICCANT ROLL-FORMED
O 1�� DESICCANT FOAM STAINLESS STEEL INT.GLASS
EXT.GLASS EXT.GLASS EXT.GLASS
EXT.GLASS
INT.GLASS INT.GLASS INT.GLASS
MITERED
CORNERS WITHKODISPACE SUPER DURASEA0 XL EDGE"''
INTERIOR
EXTERORAND eo 91 e2 93 4SGTPS SPACERVNXTr'" SPACER SPACER
WELDS
TABLE 14:
# Part# Description Material PRODUCT PXVISED
as oemplyiRs wilh ete Flows
620117J-channal Frame 09C Beildmg Ooda
2 1620118 Flange Frame PVC L•ep�iratioaceDate .1
3 620119 Integral Fin Frame PVC
Ay
4 620120 Equal Leg/Box Frame PVC mla„•r�aae Frodual I
5 620133 Anchor Cover PVC
6 720136 7/8"Glazing Bead PVC NO CHANGES THIS SHEET.
FRAME 5 7 720135 1"Glazing Bead PVC
ASSEMBLY DETAILS 71 74 1 16ackbedding,GE 7700 or Dow 791 Silicone
78 1 71646N ISetting Block(718"x P'x 1/8"),85+/-5 dura. EPDM I
1
EXTERIOR
C?
1070 TECHNOLOGY DRIVE ``�1��' y1GENgF'•��� ';
N.VENICE,FL 34275 Q � '
NOTES: (941)-480-1600 1�; No.58705
Part# Description Material 1)SOME PARTS NOT SHOWN FOR CLARITY.
P 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER
FRAME TYPES APPLY. CERT.OF AUTH.#29296
80 KOmmed ng 4SG TPS Spacer System Oma',, STATE O
3)ITEMS#8-73,75.77 8 79 ARE NOT USED AND ARE
See this NOT PART OF THIS APPROVAL. o �� SU^/'.cLORtCI^.•� �� j
81 Quanex Super Spacer nXTvvth Hot Melt Butyl Sheet for 4)ENERGI PVC TO BE LABELED FOR AAMA G VINYL FIXED WINDOW NOA(LM$SM) 9/9/14
82 Quanex Duraseal Spacer Materials EXTRUDER CODE. BOM&ASSEMBLY o� J ROSOWSKI '�irlQNAL 1E�
83 Cardinal XL Edge Spacer
REFERENCE TEST REPORTS:FTL-8717,8968&8970 PW-5520 - NTS1�1 11 OF 11 o z° MD-5520.0 B A.LYNN MILLER,P.E.
� P.E.#50705