HomeMy WebLinkAboutProduct Approval (2) MIAMI-RADE MI&MI-DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Sheet,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.14ov/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"PW-5540"PVC Fixed Window—L.M.I.
APPROVAL DOCUMENT:Drawing No.LVID-5540.0 titled"Vinyl Fixed Casement Window NOA
(LM)",sheets 1 through 13 of 13,dated 09/09/14,with revision A dated 05/05/16,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 NOAH 15-0415.01 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.
NOA No.16-0714.19
M(AM(•DADE COUNTY Expiration Date: September 24,2020
o
Y190'
Approval Date: September 01,2016
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 15-0415.01)
2. Drawing No. MD-5540.0 titled "Vinyl Fixed Casement Window NOA (LM)", sheets
1 through 13 of 13, dated 09/09/14, with revision A dated 05/05/16, 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, Durasealo 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.
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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
5)Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a series 5520/5420 PVC
fixed windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7897, dated 09/03/14, signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 15-0415.01)
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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
5) Large Missile Impact Test per FBC,TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a series 5540/5440 PVC
casement picture windows,prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-8128, dated 02/10/15, signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 15-0415.01)
Manuel Per , E.
Product Control xa iner
NOA No. 1 4.19
Expiration Date: September 24,2020
Approval Date: September 01,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(CONTINUED)
4. 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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
5)Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of a series 5540/5440 vinyl
fixed windows w/tube mullion,prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-8174, dated 03/31/15, signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 15-0415.01)
5. Additional,Reference test report FTL-8183 per TAS 201,202 &203-94, issued by
Fenestration Testing Laboratory,Inc.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h
Edition (2014), dated 04/24/15 and revised on 09/03/15,prepared by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 15-0415.01)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS(coNTE,4u D)
1. Notice of Acceptance No. 14-0916.10 issued to"Kuraray America,Inc.for their
"Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.
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. 12-1120.02 issued to Royal Window and Door Profiles,
Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors"
dated 02/28/13, expiring on 02/28/18.
4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles,
Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior
Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20.
5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles,
Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors" dated 04/16/15, expiring on 04/16/20.
Manuel ere ,P.E.
Product ContrE miner
NOA No.1 -0714.19
Expiration Date: September 24,2020
Approval Date: September 01,2016
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FSC-5th Edition(2014), dated April
10,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NDA No. 15-0415.01)
2. Statement letter of no financial interest, dated April 10,2015,issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 15-0415.01)
3. Proposal issued by the Product Control Section, dated 09/29/14 and revised on
10/15/14, signed by Jaime D. Gascon,P.E.
(Submitted under previous NOA No. 15-0415.01)
4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0415.01,issued to PGT Industries,Inc. for their Series
"PW-5540"Vinyl Fixed Windows—LMI, approved on 09/24/15 and expiring on
09/24/20.
ManuelP-0714.19'P.E.
Product Controminer
NOA No.
Expiration Date: September 24,2020
Approval Date: September 01,2016
E-3
GENERAL NOTES:SERIES 5540 IMPACT RATING DESIGN PRESSURE RATING
IMPACT RESISTANT,VINYL FIXED CASEMENT WINDOW LARGE&SMALL MISSILE VARIES PER OPTIONS,SEE
IMPACT RESISTANT TABLES 4-13,SHEETS 8-12
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE MAX.BUCK WIDTH SEE TABLES 4-13'
(HVHZ), (SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 4-9
(SHORT OR LONG SIDE)
MAX.O.C.SEE 1.25"MAX.
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS, B,SEE _ TABLES 4-13 6'MAX. D,SEE I.— MAX.O.C.SEE TALES 4-9
FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD SHEET 3�- SHEET 4 ___ —►I
PRODUCT REVISED
LITE(CAP)MUST TEMPERED. as complying wish the Flotic4i
Building Cede
3)FOR MASONRY APPLICATIONS IN MIAMI-DAOE COUNTY,USE ONLY MIAMI-DADE TT Acceplaoto t-10)(D-0 )
COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FORANCHOR EVALUATIONS I VISIBLE } I VISIBLE Bxpiratkm De!e
WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH LIGHT WIDTH MAX.BUCK LIGHT WIDTH
MIN.KSI PER ANCHOR TYPE. HEIGHT,SEEABILr. By
lR
4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X T(LONG OR3 I Mian'Ondc P�«nice Cmiv
SUBSTRATE.WOOD BUCKS DEPICTED ASINSTALLATIONS.IX WOOD BUCKSARE PTIONAL 2X ARE 1F1/2"ITIS INSTALLED THICK OR REAT R.1XLYTO AND 2X r I SHORT SIDE) ; I ' a JR-SHEET
-ADDED SPACERS
BUCKS HEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER / VISIBLE / VISIBLE TO SHEEP 13.
(W A I LIGHT A,SEE C LIGHT C,SEE n
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE / HEIGHT SHEET 3 HEIGHT SHEET 4 '
RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR).
5)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR I MAX.BUCK >
HEIGHT•SEE TALES 49
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. I j a
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING MAX.JAMB O.C. 11
STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES (LONG OR `L
W
AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4-13 I MAX.O.C. I SHORT SIDE) 0
SEE 07 3i
6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS TABLES .� O °� o
NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED I 4.9 }r atop O O
LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST B _J 6"MAX ---►� D -- 1.25"MAX. —►-��- 0 a to
f� Of Lo
LOADS IMPOSED ON THEM BY THE WINDOW. J c7
7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL - z LL � ¢ „Mao
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,FRAME FLANGE FRAME(90°CORNERS) FRAME(90°CORNERS) x W O
ANALYSIS AND GLASS PER ASTM E1300. (ANCHORED THROUGH NAIL FIN) W U co Z aN
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE 1.25"MAX. i-Z v omo
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 6'MAX. —r-I r j O O
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST 6"MAX. Z Z
THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE,THE 33.1/3% ¢ 0
MAX. O
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 �' ~ W
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. MAX.D� MAX.O.C.SEE�, D.C. W J
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET SEE TABLES TALES 4-9 r m
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, /413 i. TABLES ® H W co t'a45
`�j\ 111 49 # l4 w N
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.JAMB O.C. :T U O ~
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / SEE TABLES Z
JURISDICTION.
LIGHT 49 / \LIGHT LL X J BLE LU Z a O
10)REFERENCES;TEST REPORTS FTL-7897,8128,8174;ELCO ULTRACON NOA;ELCO HEIGHT HEIGHT O ti 2Q
CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD I MAX.BUCK 'J W L9
MAX.BUCK HEIGHT,SEE U }
WHITE&BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL - / / Z W
DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSYAF&PA NDS&ALUMINUM HEIGHT,SEE TALES 49 D.
TABLES 49 (LONG OR atl!1 '�sa0 saua5
DESIGN MANUAL VISIBLE (LONG OR VISIBLE SHORT SIDE)
11)PVB AND SG INTERLAYERS MANUFACTURED BY KURARAY AMERICA,INC. LIGHT WIDTH SHORT SIDE) LIGHT WIDTH � ANY LY N
N
6"MAX.
GENERAL NOTES.........................I VISIBLE LIGHT FORMULAS • • �1_ Q'•' :F�,y
II No.58705
ELEVATIONS.................................1 WIDTH:BUCK WIDTH-6-3/4" I 6"M AX. 1.25" '�{ Yom— MAX.D.C.SEE TALES 4-9 —►��►— 1.25'MAX.
FRAME,GLAS58ANCHOR MAX.O.C. — MAX *�L r
HEIGHT:BUCK HEIGHT-6-314° _ -
OPTIONS.............................2 SEE TABLES 4-13
INSTALLATION,FLANGE& MAX.BUCK WIDTH SEE TABLES 4-13, MAX.BUCK WIDTH SEE TABLES 4-9 'p•. f y,b Q'
LSHORT OR LONG SIDE) (SHORT OR LONG SIDE)
EQUAL LEG..........................3 7E!
STANDARDS USED: ( T •'•�(/�
INSTALLATION,INTEGRAL FIN& .2014 FLORIDA BUILDING CODE(FBC),5TH EDITION TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN& :cF 'ZORIDP,.-'•
J-CHANNEL..........................4 S �j
-ASTM E1300-09 J-CHANNEL FRAME(CURVED OR �i S
FRAME ASSEMBLY TUBE............5-6 •SSI/AF&PA NOS-2012 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED ANGLED CORNERS) '�i TONAL 1EN 1�
GLAZING DETAILS........................7 -ALUMINUM DESIGN MANUAL,ADM-2010 OR ANGLED CORNERS)
DESIGN PRESSURES...................6-1z (ANCHORED THROUGH NAIL FIN)
BOMBASSEMBLY........................13 •A1SIS100-07/S2-2010
A.LYNN MILLER,P.E.
P.E.#58705
TABLE 1: WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW:
Glass Description Table Sheet
Type # #
7 718"Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space+5116"Laminated;(2)Utes of 1/8"A Glass with.09D"PVB Interlayer 4 8
C= �
8 7/8"Laminated I.G.:1/8"T Exterior Cap+7116"Air Space+5116"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Intedayer 5 8 � �
9 7/9"Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of 118"A Glass with.090"PVB Interlayer 6 9 0� 0❑
10. 7/B"Laminated I.G.:3/16"T Exterior Cap+318"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Interlayer 6 9 a BOX OR
11 1"Laminated I.G.:118"T Exterior Cap+7116"Air Space+7116"Laminated;(2)Utes of 3/16"A Glass with.090"PVB Intedayer 7 1 9 D� EQUAL
12 V Laminated I.G.:3116"A Exterior Cap+318"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass With.090'PVB Intedayer 6 10 FLANGE LEG
13 1"Laminated I.G.:3116"T Exterior Cap+318"Air Space+7/16"Laminated;(2)Utes of 3116"A Glass With.090"PVB Intedayer 9 10 0 ��
14 1'Laminated I.G.:3116"A Exterior Cap+3/9"Air Space+7116"Laminated;(2)Lites of 3/16"A Glass with.090"SG Interlayer 10 11
2 4
15 1"Laminated I.G.:3116"T Exterior Cap+316"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"SG Intedayer 11 11
16 1"Laminated I.G.:1/8"T Exterior Cap+7/16'Air Space+7116"Laminated;(2)Utes of 3/16"H Glass with.090"SG Intedayer 12 12
17 1"Laminated I.G.:3116"T Exterior Cap+318"Air Space+7/16"Laminated;(2)Liles of 3/16"H Glass with.090"SG Interlayer 13 12
'A"=ANNEALED
TABLE 2:ANCHORS INSTALLED THROUGH FRAME "H"=HEAT STRENGTHENED �o L
o
Min.Edge Min. 'MIN.OF 3 THREADS T=TEMPERED
Group Anchor Substrate BEYOND THE METAL ^pyg•=,090"BUTACITEOPVB 8
Distance Embedment' SUBSTRATE.FOR BY KURARAY AMERICA,INC.
P.T.Southem Plne(SG=0.55) 7/16" 1-3/8" STEEL STUDS,MIN "SG"=.090"SENTRYGLASO INTERLAYER J-CHANNEL D�= INTEGRAL a#10 SMS Fu=45 KSI. BY KURARAY AMERICA,INC. FIN(steel,18-8 S.S. Steel,A36' 318" 0.050"Steel Sims,653Gr.3-7 33' 3/8" 0.0451"50"Ga.) VALUES"UNGROUTED CMU" o�� �
or 410 S.S.) VALUES MAYBE 'GLASS TYPES 14 THROUGH
A
Aluminum,606375' 3/8" 0.050" USED FOR GROUTED17 MAY NOT BE USED WITH
P.T.SouthernPine(SG=0.55) 7/16" 1-318" 1 CMU APPLICATIONS. J-CHANNEL OR INTEGRAL
3116"steel Ultracon Concrete(min.2-85 ksi) 1" 1318" •FIN FRAMES. 1 3
Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4"
P.T.Southern Pine(SG=0.55) 9116' 1-3/8" GLASS TYPES 7,9,12,&14 NOTE:SEE DETAILS AND DIMENSIONS ON SHEET 13
#12 SMSSteel,A36 3/6° 0.050"
MAY NOT BE USED IN THE
B (steel,18-8 S.S. Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) HVHZ ABOVE 30'.
or 410 S.S.) Aluminum,6063T5' 318" 0.063"
1/4"steel Ultracon Concrete(min.2.85 ksl) V 1-3/4' ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED.COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES
C Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4' BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 8-12.
1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1-3/4" LONG LONG LONG SHORT
1/4"steel Uitracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" I- =- SIDE___ I SIDE { SIDE -{ �{ SIDE (�
Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4"
114"steel Creteflex T r T T r
P.T.Southern Pine(SG=0.55) 1" 1-3/8" I 1
D 1/4"steel P.T.Southern Pine(SG=0.55) 1" 1-318" :r =N =N PRODUCT REVISED
Aggre-Gator Grouted CMU,(ASTM C-90) 2" 2" w w w m cumplyina with the Fleria
de
114"steel Ultracon Concrete(min.2.85 ksi) 2-1/2' 1 /4' 1 ❑ Au lairs N
1l4"steel Creteflex Concrete min.3.35 ksi 2-112 13/4' N Acccptacce.t
LONG LONG LONG LONG LONG O ,6/ pirat'on Dnte /lti7
114"steel A re-Gator Concrete(min.3.275 ksi 1-1/2" 1-3/8" SIDE '-'{ ff SIDE "I I-- SIDE -^I SIDE -^'{ F SIDE o Y
99 ) r--- r- r- --1 r 1 By
Ti T Tr--- Ti i T
�4ian Doele Product
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN w I K w ow /� �w �� ¢w �j
O❑ OO ❑ i// 00 N, f�/
1 Ll
Min.Edge Min. t=ilt° ai`n NN e=iN =0 .•
Group Anchor Substrate Distance Embedment I I' l,
1 T 1 1L_ 1L J
E 2-112'x.131'Common Nall P.T.Southern Pine(SG=.55) 318" 2-7116' .. ..
2-112"Ring-shank Rooing Nail P.T.Southern Pine(SG=.55) 318" 2-7116'
P.T.Southern Pine(SG=.55) 112" 1-3I8" VINYL FIXED CASEMENT WINDOW NOA(LM)0 9/9/147.
#10 Trusshead SMS Aluminum,6063T5' 318° 0.050" _
(steel,18-8 S.S. v GLASS/ANCHORS/FRAME OPTIONS om J ROSOWSKI
a 410 S.S.) Steel Stud,Gr.33' 318' 0.0451"(18 Ga.) 6 �'9 (6y (6 :
F Steel,A36' 318" 0.050" p < .....
P.T.Southem Pine(SG=.55) 9116" 1-310" •MIN.OF 3 THREADS CERT.OF AUTH.#29296
#12SMS Aluninum,6063T5• 318" 0.083" BEYOND THE METAL 1070 TECHNOLOGY DRIVE
(steel,18-8 S.S. SUBSTRATE.FOR •'
Steel Stud,Gr.33' 3/8" 0.050" STEEL STUDS,MIN N.VENICE,FL 34275
or 410 S.S.) '" 6 u d > A.LYNN MILLER,P.E.
Steel,A36 318" D.O50" Fu=45 KSI. (941)-480-1600 y PW-5540 NTS N 2 OF 13 o a MD-5540.0 z A P,E.k 68705
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU.
OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET.
EMBEDMENT
ANCHOREDTHROUGH �I— EDGE DISTANCE 114"MAX
FRAME INTO 2X WOOD SHIM 1/4''MAX —7-
FRAME OR BUCKSTRIP. 2 q SHIM t
SEE NOTE 2,THIS SHEET. T EDGE 6 GHQ a EDGE
FLANGE
EMBEDMENT DISTANCE DISTANCE
FRAME _1J�—jL
SHOWN 1'THICK I.G. 43
TYP.ANCHOR TYPE, TYP.
114"MAX.SHIM EMBEDMENT AND EDGE EMBEDMENTAND
TYPE,
DISTANCE PER EDGE DISTANCE PER
2 TYP.ANCHORTYPE, SUBSTRATE, SUBSTRATE,SEE
EMBEDMENTAND SEE TABLE 2.SHEET 2. TABLE 2.SHEET 2.
EDGE DISTANCE PER Q o
SUBSTRATE, -
SEE 7/8"THICK I.G.
TABLE 2,SHEET 2. o
6 FLANGE EXTERIOR - VISIBLE LIGHT WIDTH 7 EQUAL-
6
a n FRAME (1 SHOWN LEG/BOX
Ill V FRAME
NOTES: BUCK WIDTH
SHOWN
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS
LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A
718'THICK I.G. AND EDGE DISTANCE LIMITS.ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY SIDE OF THE
WINDOW. DADE APPROVED MULLION,FBC 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.
VISIBLE PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 1/4'MAX,
BUCK LIGHT 1-1/2"THICK ARE TO BE CONSIDERED IX SHIM
HEIGHT HEIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF #10 OR#12 STEEL 1/4'MAX.SHIM
UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS(GS),SEE
BUCKS DEPICTED AS 2X ARE 1-112'THICK OR TABLE 2,S EET2.
1"THICK I.G. GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE
DESIGNED AND SECURED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD. PEI
3)VISIBLE LIGHT WIDTH HEIGHT(ACED REFERRED
�
D�
TO AS DAYLIGHT OPENING)G)IS MEASURED FROM
0 BEADING TO BEADING. FLANGE EQUAL PRODUCT REV]SED
m complying with tlto Florida
FRAME LEG/BOX Build®g Code �q
SHOWN �� FRAME (� Acc.pt.nDat �6-f•J 14.Rsb�A
NP.ANCHOR TYPE, SHOWN 'rat'nDate'
EXTERIOR EMBEDMENTAND _ EXTERIOR By
EDGE DISTANCE PER nn
SUBSTRATE.SEE INSTALLATION V INSTALLATION MiD¢dc Rodoct Can¢ol
4
EQUAL- TABLE 2,SHEET 2. OPTION 4 OPTION 4
LEG/BOX ANCHOREDTHROUGH ANCHOREDTHROUGH '
FRAME �1/4'MAX.SHIM FRAME INTO METAL FRAME INTO METAL
SHOWN
VINYL FIXED CASEMENT WINDOW NOA(LM)0 9/9/14
. . EMBEDMENT '
" FLANGE&EQUAL-LEG/BOX FRAMES Jj
oma J ROSOWSKI
VISIBLE LIGHT FORMULAS
INSTALLATION Z1.
'
WIDTH:BUCK WIDTH-6-3/4"
6PTION2 HEIGHT:BUCK HEIGHT-6-314" CERT.OF AUTH.#28296
ANCHOREDTHROUGH
EDGE DISTANCE -
FRAMEDIRECTLYINTO 1070 TECHNOLOGY DRIVE
coNCRErEIcMu. VERTICAL SECTION B-B v t
N.VENICE,FL 34275
PW-5540 NTS ° 3 OF 13 'z MD-5540.0 a z A A.LYNN MILLER,P.E.
(941)-480-1600 o P.E.#68705
INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
OPTION 6 OPTION 5
114°MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN 1/4"MAX SHIM
INSTALLATION OPTION 5 EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. EDGE DISTANCE
ANCHOREDTHROUGH - T FRAME BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET.
INTEGRAL FIN INTO ZX WOOD {► EMBEDMENT T O OTE 2 THIS S EEET
FRAME OR BUCKSTRIP.SEE I I
NOTE 2,THIS SHEET. EDGE 1 3
EDGE DISTANCE DISTANCE
J-CHANNEL
FRAME Q
SHOWN 1/4"MAX.SHIM 1'THICK I.G.
o T TYP:ANCHOR EMBEDMENT
I4 TYPE,
EMBEDMENT
TYP.1 AND ANCHEDGE DI TYPE,ANC EMBEDMENT AND EDGE
PER
AND EDGE DISTANCE PER DISTANCE PER
SUBSTRATE,SEE TABLE 3,SHEET 2. SUBSTRATE,
SEE TABLE 2, o INTEGRAL ANCHOR TYPE,
(NAIL SHOWN) 7/8THICK I.G. FIN EMB
SHEET 2. " EMBEDMENT AND EDGE
o FRAME DISTANCE PER SUBSTRATE,
7 SHOWN SEE TABLE 3,SHEET 2.
J-CHANNEL EXTERIOR +- VISIBLE LIGHT WIDTH (NAILSHOWN)
6 a 5 FRAME n
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,FBC 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.
718"THICK I.G. 2)MASONRY ANCHORS MAY BE USED INTO WOOD
VISIBLE AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS
BUCK LIGHT THAN 1-12'THICK ARE TO BE CONSIDERED IX
HEIGHT HEIGHT I 114'MAX.SHIM 114'MAX.
NSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL #10 OR#12 STEEL
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. SMS(G5),SEE SHIM
WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK TABLES 2&3,
1°THICK I.G. OR GREATER.1X AND 2X BUCKS(WHEN USED) SHEET 2.
SHALL BE DESIGNED AND SECURED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE.WOOD
BUCK DESIGN AND INSTALLATION IS THE O
RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO z
�
O REFERRED IG AS DAYLIGHT OPENING)IS PRODUCT REVISED
MEASURED FROM BEADING TO BEADING. FIN AND/OR m complying with the F49TWU
FLANGE MAY BE Building Codo
3 RFLANGE IN-FIELD accep�ce No 16-0 I Q.I
INTEGRAL FIN EXTERIOR o •rat' ;3me �/.1/�
EXTERIOR FRAME SHOWN �( By
�J Mia�u cde Product CorsU'vl
NTEGRAL INSTALLATION OPTION 7 INSTALLATION OPTION 8
FIN 114"MAX. INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, ,
,FRAME SHIM INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2,
ri -1
SHOWN o
INSTALLATION EDGE
DISTANCE VISIBLE LIGHT FORMULAS VINYL FIXED CASEMENT WINDOW NOA(LM)0 9/9/14
OPTION 5 WIDTH:BUCK WIDTH-6-3/4" -
ANCHOREDTHROUGH HEIGHT:BUCK HEIGHT-6.3/4' " J-CHANNEL&INTEGRAL FIN FRAMES Wim' J ROSOWSKI
INTEGRAL FIN INTO 2X
WOOD FRAME OR _ I
SUCKSTRIP.SEE NOTE 2, EMBEDMENT CERT.OF AUTH.#29296 ,
TYP.ANCHOR TYPE,EMBEDMENT .,. .
THIS SHEET. AND EDGE DISTANCE PER > �•'
VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 3,SHEET 2. N.
TECHNOLOGY •-
SCREW SHOWN N.VENICE,FL 34275 "`t I�'�'�•
( ) (941)480-1600 £ PW-5540 NTS 4 OF 13 x° MD-5540.0 z A A.LYNN MILLER,P.E.
v, i vti P.E.N 56705
ILLUSTRATION OF FIXED CASEMENT- ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT(X/)(/O)
TO-FIXED CASEMENT(00) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED)
5540 SERIES
(EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) AWNING
A=63"MAX.FOR FIXED CASEMENT WINDOW
A)INDIVIDUALA)INDIVIDUAL A=40"MAX.FOR CASEMENT B)COMBINED (SILL)
COMPONENTS: 5540 SERIES FIXED CASEMENT A=60"MAXCOMPONENTS:
.FOR AWNING
FRAME ASSEMBLY TUBE/MULL 5540 SERIES COMPONENTS: VERTICAL
AWNING SECTION D-D SHALLOW,FLUSH CAP
�J WINDOW FRAME ASSEMBLY
5540 SERIES WINDOW \ A I ANCHOR TUBE/MULL
FIXED CASEMENT FRAME \ I— 4"MAX.
ASSEMBLY --- MIN.#10 X 3t4"SMS @ 5540 SERIES
/ \ L
TUBE/MULL D►— �/ \ 17'MAX O.C.THROUGH CASEMENT
4"MAX INSTALLATIONTION HOLES, WINDOW
SEE WINDOWS (HEAD)
APPROVALFOR
MAXIMUM DESIGN 5540 SERIES D ANCHOR INFO. p °
---- - PRESSURE WHEN CASEMENT 127 1/4"MAX. \ 127-114"MAX'
USING THE FRAME WINDOW / �°N1AX / ADDITIONAL MULLION
ASSEMBLY TUBE/MULL, / / ANCHOR SEE NOTE 2,
SEE NOTE 2: j j THIS SHEET 5540 SERIES
+/-70.0 PSF E+--- o CASEMENT
FRAME _ VERTICAL WINDOW
ASSEMBLY SECTION E-E (SILL)
B)COMBINED TUBE/MULL�-
E�---
COMPONENTS: 8"MAX.,SEE NOTE 2,THIS SHEET SHALLOW FLUSH CAP
L / EXTERIOR FRAME ASSEMBLY
4"MAX ADDITIONAL MULLION ANCHOR 5540 SERIES //�� TUBE/MLILL
4°MAX. SEE NOTE 2,THIS SHEET FIXED CASEMENT \�
WINDOW /
_ 8"MAX. MIN.#10 X 314°SMS @ 17' 5540 SERIES
SEE NOTE 2, FIXED CASEMENT
WINDOW MAX O.C.THROUGH
ANCHOR THIS SHEET INSTALLATION HOLES,SEE WINDOW(HEAD)
C C 'UNDER SEPARATE APPROVAL WINDOWS APPROVAL FOR
'
ANCHOR INFO,
63"MAX. i / /
FRAME ASSEMBLY TUBEIMULL NOTES,ALSO SEE NEXT SHEET:
1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES.ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE,
TYPE,SHAPE,QUANTITY AND FRAME ASSEMBLYTUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OFTHIS SHEET.
2)ANY 5540SERIES CASEMENT(UNDER SEPARATE APPROVAL).AWNING(UNDER SEPARATE APPROVAL)OR FIXED CASEMENT WINDOW MAYBE ATTACHED
-� 127-114"MAX. TO THE FRAME ASSEMBLY TUBE/MULL,IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN.FOR ALL WINDOWS IN THE ASSEMBLY. USE EACH
WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE,SIZE AND DESIGN PRESSURE LIMITATIONS.THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR
FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY. PRODUCT REVISED
C)HORIZONTAL as caratplying with the Florida
3)FOR ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON Building Code
SECTION C-C: O 14.1
*ED
H CAP THIS SHEET,ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES.FOR FIN OR J-CHANNEL FRAMES A�captee s N�1)ft too- ��
ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. '*ano
40 SERIES I
5540 SERIES Bj
FIXED CASEMENT SEMENT 4)FOR FLANGE OR EQUAL-LEGIBOX FRAMES,THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW AS SHOWN IN DETAILS,WITH MIN.#10 X 1°SHEET Mi. D
WINDOWNDOW METAL SCREWS.USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL,UP TO 17"MAX.
O.C.,ADD ADDITIONAL ANCHORS AS NEEDED,THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE.ALL EXTERIOR JOINTS
TO BE SEALED BY INSTALLER. ..
5)THE FRAME ASSEMBLY TUBE/MULL MAY NOT EXCEED 63"IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS.TWO ADJACENT WINDOWS MAY
NOT EXCEED A TOTAL OF 127-114"IN WIDTH OR HEIGHT,FROM WINDOW BUCK TO WINDOW BUCK,INCLUDING THE FRAME ASSEMBLY TUBE/MU LL WIDTH.
FRAME ASSEMBLY TUBEI "SMS @ 17"UGH ° VINYL FIXED CASEMENT WINDOW NOA(LM) 9/9/14DEEP,FLUSHINSTALLATION HOLES,SEE
EXTERIOR WINDOWS APPROVAL FOR " FRAME ASSEMBLY TUBE DETAILS A om JROSOWSKI�A�S%EEMS
EET6 FORFRAME R. ANCHOR INFO.LY TUBEIMULLION Z;
DETAILS
CERT.OF AUTH.#29296 a
1070 TECHNOLOGY DRIVE `
N.VENICE,FL 34275
(941)480-1600 v PW-5540 NTS t 5 OF 13 o z MD-5540.0 z° A A.LYNN MILLER,P.E.
in P.E.#58705
EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBE/MULL.FOR
ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES.CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED,TUBE
MULLION UNDER SEPARATE APPROVAL
,-1/4"
END CAP TO SPAN BOTH INSTALL 11 ADDITIONAL GROUP E ,27-1/4•MAX.
WINDOW ANCHOR WINDOWS,SEAL WITH ANCHORS THROUGH THE END CAP OR 127_1/4•MAX.
SEE NOTE 2,SHEET SILICONE. 7 ADDITIONAL GROUP FANCHORS.
______ 63• 63"MAX.
MAX. TT
FIXED FIXED FIXED FUCED A
127. L FIXED
--� 127-114"MAX. MAX. L
2 OR MORE WINDOWS WITH VERTICAL
FRAME ASSEMBLY TUBE/MULL
(4 WINDOWS MAX.) FIXED 127.1/4"
1-114" MAX.
' EXTERIOR �-� 127-1/4°MAX. 255-3/4"
'�(-' FIXED MAX.
a T ,27_,/4"
/ / MAX.
/
// L FIXED \ FIXED
2 OR MORE WINDOWS(4 WINDOWS
AWN.'
CASE AWN.-
�(..� 127.1/4•MAX MAX.)WITH HORIZONTAL FRAME
255-314"MAX. ASSEMBLY TUBE/MULL.
2 OR MORE WINDOWS WITH VERTICAL FRAME
SIDE VIEW ASSEMBLY TUBE/MULL.VARIOUS WINDOW
TYPES AND SIZES(4 WINDOWS MAX.)
A=63"MAX.FOR FIXED CASEMENT
FRAME ASSEMBLY TUBEIMULL A=40"MAX.FOR CASEMENT
NOTES FOR FRAME ASSEMBLY TUBE END CAP: FRONT VIEW FRAME ASSEMBLY TUBE NOTE: I A -► A=60"MAX.FOR AWNING
1)APPLIES TO FIN OR J-CHANNEL FRAMES. REFER TO SHEET 5 FOR THROUGH-FRAME r 1-114°
}T 6�FIXED I I
2 REQUIRED AT HEADERISILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. ANCHORAGE AND THIS GE ET. L
//FIXED L� E
FOR NAIL FIN ANCHORAGE DETAILS
TYP.AT ALL FRAME ASSEMBLY TUBE ENDS
3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEET 5. BOTH HORIZONTAL AND VERTICAL \
127-114" 255-3l4"
4)END CAP MAY REQUIRE IN-FIELD TRIMMING.STANDARD LENGTH IS 14'. MAX' �/\ MAX. -
Y� - 127.1/4" j
CASE.-,, PRODUCTREVISED
U -complying with.the Plord& l
1 250" Buildetg C°d°
�AWN:� Accep4luceNo Irp-O 14•°1�}
. 'ret'n Dwe 711 ,{7
2 OR MORE WINDOWS(4
WINDOWS MAX.)WITH BY I
I HORIZONTAL FRAME ASSEMBLY P,i_Dede Produxi C
1.874" -►i� 221 ---I I►- REMOVE FOR TUBE/MULL VARIOUS WINDOW
1.874" �� FIN APPLICATIONS TYPES AND SIZES. oi
.100° 3.250" .375" .627"
J .060"
.060"
SHALLO�SH 92 DEEP,FLUSH � J .055" 'UNDER SEPARATE APPROVAL
CAP,PVC OCAP.PVC —_1•664. VINYL FIXED CASEMENT WINDOW NOA(LM)0 9/9/14
ISCAP,
EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. FRAME ASSEMBLY TUBE
93 END CAP,PVC o FRAME ASSEMBLY TUBE DETAILS B oma J ROSOWSKI �-6 I'�'jL .:
90 FRAME ASSEMBLY ® Q •
TUBE,ALUM 6005-T5
CERT.OF AUTH.#29296 2i
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 m v
(941)480-1600 PW-5540 ° NTS " 6 OF 13 0 MD-5540.0 z° A A LYNN MILLER,P.E.
in P.E.#58705
-+{ 718'NOM. 7/8"NO7/8"NOM. —►{ 7/8'NOM.
5/16"A/A PVB I 5/16"A/A PVB I 5/16"A/A PVB I 5/16"A/A PVB
7/16"AIR SPACE 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE PRODUCT REVISED
ns csm(wyin8 with kha Flcd&
1/8"A GLASS 1/8"T GLASS 3/16"A GLASS--\ 3/16"T GLASS--\ Eullauig Coac
aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR A rPattnwn pet ,� I ljlJ�
Oy
80$3 80$3 80$3 80-83 Minm adc Product Con
GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10
N
K
"1
1'NOM. -�{ � 1"N M. � � 1'NOM. � �+ 1"N M. -►{
I Y
W �
7/16"AIA PV8 7/16"A/A PVB 7/16"A/A PVB 7/16"A/A SG ^aa
D °' 0 o
7/16"AIR SPACE 3/8"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE }n slop p o
v
118"T GLASS 3/16"A GLASS 3/16"T GLASS--\ 3/16"A GLASS p� u?
G`]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR z LL Q "hep
80-83 80$3 80$3 80-83 F to
z q m on
O W •,.- U nma
GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z
o
z n
w
tO � 7says
VN M. 1'NOM. 1"N M. —�{ ¢ J z
I U
1/2"NOM.GLASS < W LU WD—os
7116"A/ASG 7/16"H/H SG 7/16"H/H SG 80 83 r Blre rYP' 0 LL zCD
i
3/8"AIR SPACE7/16"AIRSPACE 3/8"AIR SPACE 7 74 >-
3/16"
3/16"T GLASS 118"T GLASS--\ 3/16"T GLASS j d
G]EXTERIOR a EXTERIOR a EXTERIOR a1I1 asap sauas
80.83 80$3 BO$3 78 � ,�"` ''�••i.
EXTERIOR
GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 a a❑� _ -
GLAZING NOTES:
"A=ANNEALED a r r'y
"H"=HEAT STRENGTHENED ( I''r rb
'P=TEMPERED
•PVB'=.090'BUTACITE®PVB GLASS TYPES 14 THROUGH GLASS TYPES 7,8,12,&14 , .!•-�.�,'
BY KURARAY AMERICA,INC. 17 MAY NOT BE USED WITH MAY NOT BE USED IN THE
°SG"=.090'SENTRYGLAS®
INTERLAYER BY KURARAY IJ-CHANNEL ORINTEGRAL ' HVHZA6oVF 30'. TYP.GLAZING DETAIL '-�,;•>r�-: ,•_;�•,•'r;;,.,�•
AMERICA,INC. FIN FRAMES
I
1)FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. A.LYNN MILLER,P.E. i
P.E.#58705
TABLE 4:
Window Design Pressure,(+l-psp Use this table
for Glass 7
1/8"A Cap-Airspace-5116"A/A with PVB Type:
Window Long Side(in) TABLE DIMENSIONS MAY BE T
Dimensions 51.05 54 56 1 58 1 62 1 64 68 72 76 80 84 B7 ORIENTED VERTICALLY OR
18 +1-50 +/-50 +150 +1.50 +/-60 +/-50 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 HORIZONTALLY AS SHO WN.
20 +150 +1.50 +150 +l-50 +/-50 +1-50 +1-50 +/-50 +/-50 +/-50 +/-50 +/-5D LONG PRODUCT REVISED
SIDE as campipfagrvith the Fhxi&
22 +/50 +/-50 +/50 +1-50 +/-50 +150 +1-50 +/-50 +/-50 +/-50 +/50 +/50 LONG SIDE /i/ Buildieg Code '
Acceptance
klo i(o-O 1
24 +/-50 +/-50 +/-50 +/-50 +/-60 +/50 +150 +!-SD +/-50 +/50 +/-50 +/-50 -(— P
19
} -MP titin Date
26 +/50 +/50 +/-50 +/50 +1.50 +/-50 +/-50 +1-SD +/-50 +1-50 +/-50 +l-50 SHORT
28 +/50 +/-50 +1-50 +1-50 +1-50 +150 +/-50 +/-50 +1.50 +/-50 +/-50 +/50 SIDE Iv1i i ads .duct
30 +150 +/-50 +/-50 +1-50 +/-50 +/50 +1-50 +/-50 1 +150 +1-50 1 +150 SHORT
c SIDE
m 32 +/50 +1-50 +/-50 +/-50 +1.50 +/50 +150 +/-50 +1-50 +1-50 a
N 34 +1-50 +1-50 +150 +150 +/-50 +/SO +1-50 +/-5D +150
36 +1-50 +1-50 +(50 +/-50 +/-50 +1-50 +/-50 +/-50 �— LONG SIDE —y '
N 38 +1-50 +150 +150 +/-50 +150 +1-50 +150 -�--
n
40 +1.50 +150 +/-50 +/-50 +150 +/50
SHORT 2i
42 +/-60 +/50 +1-50 +/-50 +/50 MAX.O.C.SPACING IFANCHORING MAX.O.0 SPACING IF ANCHORING SIDE LONG
THROUGHTHE FRAME PER SHEETS 3&4 THROUGHTHEINTEGRALFINPERSH /%/ SIDE
44 +/-50 +/-50 +f50 +/-50 EET4 + LU U) Q
46 +/-50' +/-5D +150 APPUESTDA,B,CORDANCHORS APPUESTO E OR F ANCHORS > U) 7.
48 +/-50 +150 (SEETABLE2) (SEETABLE3) O O
61.05 +150 15 4" >-
ti slop O ov
_^I d 0
SHORT I_ O m 5 O
SIDE fes' C_j
Z LLto
Q eMora
TABLES: U U Z
m
Window Design Pressure,(+/-psfl UsetMstable o -oN
118"TCap-Airspace-5/16"AIA with PVB for Glass
pe i3 o Z Z Q co
Window Long Side On) T 3: LU u-
Dlmenslons60.926 64 W 68 70 74 77 BO 84 87 92 97 99 Z m 0,
32 +150 +1.50 +/-50 +/50 +/50 +/-50 +/50 +150 +1-50 +1-50 +1-50 +1-50 +/-50 LLI F
34 +150 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +150 +1-50 +1-50 +/-50 +1.47.3 +1-46.7 ® W Luh Iaays
36 +150 +/-50 +/-50 +/-50 +150 +1-50 +150 +150 +1-50 +1-50 +/47.5 +1-05.4 +1-04.6 Q � F
38+150 +/-50 +/-50 +/-50 +/50 +/-50 +1-50 +150 +1-50 +/-49.1 +1-46.1 +1-03.9 j � W Z
40 +150 +/-50 +1-50 +/-50 +/50 +/-50 +1-50 +150 +1-50 +/-48.2 +/45.1U.1 Of ale's
LL X a
42 +/50 +/-50 +1-60 +/-60 +150 +/-60 +/50 +/50 +1-09.8 +/-47.4 li Z
.� 44. +150 +/-50 +/-50 +/50 +150 +1-50 +/-50 +150 +/48.9 w >-
0 LO
5 46 +150 +/-50 +1-50 +1-50 +150 +/-50 +/-50 +/-09.9 O a
t 48 +150 +1-50 +1-50 +150 +/50 +/-50 +/-50
allll �sap saua5
L
N 60 +150 +1-50 +1-50 +150 +150 +1-60
52 +150 +1-50 +1-50 +150 +150 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IFANCHORING
THROUGHTHE FRAME PERSHEET53&4 THROUGH THE INTEGRAL FIN PER SHEEr4
54 +150 +/-50 +/-50 +/•50 NOTES: I
56 +150 +1-50 +1-50 APPUESTO A,B,COR D ANCHORS APPUESTO EOR FANCHORS 1)BUCK DIMENSIONS SHOWN.
58 +150 +1-50
(SEE TABLE 2) (SEETABLE 3) 2)FOR SIZES NOT SHOWN,ROUND UP TO THE -
60.926 +150 1" 3.5"FOR EANCHORS,4"FOR FANCHORS NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 6.I'�I16
FIND THE SMALLEST SQUARE WINDOW SIZE INTHE TABLE(S)ABOVE WHICH THE ARCHITECTURAL -
WINDOW WILL COMPLETELY FIT WITHIN.
A.LYNNMILLER,P.E.
P.E.9 58705 I
TABLE 6:
Window Design Pressure,(+l-psf) We the table
3/16"A Ca -Airspace-5/16"A/A with PVB ra Glass 9&10
3116"T Ca -Ai rsp ace-5116"A/A with PVB Types.
TABLE DIMENSIONS MAY BE
Window Long Side(in) ORIENTED VERTICALLY OR
Dimensions Sam 84 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN.
32 +ISO +/-50 +/-50 +/•50 +1-50 +/-50 +1-60 +/-50 +/-50 +/-50 +1-50 +/-50 +/b0 LONG PRODUCTR£VISED
34 +/50 +1-50 +l-50 +/-50 +/-50 +/-50 +/-50 +/•50 +/50 +/-50 +/-50 +/-50 +/-60SIDE "s complying wide the Flod,13
�-•+— LONG SIDE /// Building Code
36 +150 +/-50 +1-50 +/SO +/-50 +/50 +/SO +/-50 +/-50 +/-50 +1-50 +/-50 +1-60 9 czptance No IG 14.rQ
36 +ISO +lSO +ISO +/-50 +/-50 +/� +/50 +1-50 +/-50 +!•50 +/-50 +1.50 NE%0r2Wkm40 +150 +/SO +150 +/-50 +/SO +150 +/50 +/-50 +/•50 +/-50 +/-50 SHORT SIDEe PmdacC Cont,
42 +/50 +/•50 +/•50 +/50 +/-50 +/-W +150 +1-50 +/-50 +/-50 SHORT I_
m 44 +/50 +/50 +/-50 +/-50 +/-50 +/-50 +1.50 +/-50 +1-50 sIDE
v a
00 46 +150 +/-50 +/-50 +/•50 +/-50 +/-50 +/-60 +/-50
48 +ISO +1-50 +/50 +/-50 +/•50 +/-50 +/50
to 50 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 7—�— LONG SIDE —�
52 +/-50 +/-50 +/-50 +/-50 +/-50 MAX.O.C.SPACING IF ANCHORING MAX.D.C.SPACING IF ANCHORING } >
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER 5HEET4 SHORT �j
54 +/50 +1-50 +/-50 +1-50 SIDE LONG
56
APP UES TO A,B,C OR D ANCHORS APPLIESTOEORFANCHORS
56 +/50 +(50 +/-50 i �� SIDE Y a
58 +ISO +150 (SEE TABLE 2) (SEETABLE3) J— LU r naa
6D.926 +1-5015' 3.5"FOR EANCHORS,a FORFANCHORS D!
❑ B5 0
LO
6 N °)°O O O
_—I SHORT _ O g
TABLE 7: SIDE I� O-1C
o v B Cl
LL
Window Design Pressure,(+/-psf) Use this
for Gass v LI o ¢O uMwo
1/8"TCap-Airspace-7116"A/A with PVB Type: 11
F— co
Window Long Side(n) 0> " O oMa
Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 1 990 z _Z
32 +/-70 +/-70 +/-70 470 +/-70 +1-70 +/--70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 c- 3: W. LL-
-j
O
34 +/-70 +/-70 +/-70 470 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-7D F- ¢ rn
36 +I-70 +1-70 +/-70 +/-70 +/-70 +/•70 +1-70 +/-70 +/•70 +/-70 +/-70 +/-70 +1-70 W ~
o
:E Lu /aays
38 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +/-70 +1.70 +1.70 +1-70 +1-70 ® N � K
40 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 U �
42 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +/-70 +/-70 +/•70 +/-70 0
W z
calO'S
44 +/-70 +1.70 +1-70 +F70 +1-70 +/-70 +/-70 +/-70 +/-70 W X_ a o
9 O
rn 46 +1.70 +1-70 +1-70 +1-70 +1-70 +/-70 +1-70 +/70 LL Z u`ri
= 48 +1-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-70 w }
t O Z U
to 50 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 j WO d
52 +1-70 +/-70 +/-70 +/-70 +/-70 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING -nu —a0 woos
54 +/-70 +/-70 +/-70 +/-70 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET
56 +1.70 +1-70 +I-70 APPLIESTO B,COR DANCHORS APPUESTO FANCHORS
58 +1.70 +1-70 (SEETABLE 2) (SEETABLE3) NOTES:
L5.5" 4" 1)BUCK DIMENSIONS SHOWN.
60.926 +/-70
2)FOR SIZES NOT SHOWN,ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WI NCOWS(SEE SHEET 2),
FIND THE SMALLEST SQUARE WINDOW SIZE IN
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
WINDOW WILL COMPLETELY FIT WITHIN.
A.LYNN MILLER,P.E.
P.E.#58705
TABLES:
Window Design Pressure,(+1-ps1 Use s=table
for GFass 12
3/16"A Cap-Airspace-7/16"AIA with PVB Types:
W Indow Long Side(In)
Dimensions69,649 71 73 75 78 60 85 86 89 92 96 99 TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
32 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/•70 +/-70 +/-70 HORIZONTALLY AS SHOWN.
34 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 LONG PRODUCT REVISED
36 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 SIDE as complying with the Florid"
�- LONGSIDE o Build'gCade
38 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1.70 +1-70 +/-70 APt�1eal,R,l(n-o {yq��
40 +1.70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +J-70 +1-7D +1-70 +1-70 I'viratio"Date -t 0
42 +/-70 +/-70 +/-71) +/-70 +/-70 +/-70 +/-70 +/-70 +/.70 +/•70 +/{9.5 +1-66.7 SHORT SIDE � "'y
44 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-69.9 +/-66.4 +1-63.7SHORT
A:iai:'Dada Plod-.C-raf
y -
46 +/•70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-69.9 +/-67.4 +/-63.9 +/-i1,7 J- �l SIDE
c a
48 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70' +1-70 +/-67.8 +/-65.3 +/-61.9 +/59.7
0 50 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-69.5 +1-68.5 +/-65.9 +/-63.4 +/-59.9 T :v
co LONG SIDE - I}
= 52 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-67.8 +/-66.9 +/.64.2 +/-61.6 �-
O
N 54 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-66.2 +1-65,3 +/-625
56 +/-70 +1-70 +1-70 +1.70 +/-70 +/-69.2 +1.64.7 +1-63.8 SHORT
�j LONG
57 +/-70 +1-70 +1-70 +/-70 +/-69.8 +15SIDE 8.1 +/-64 + �Y SIDE Q
6o +/-70 +/-70 +/-70 +1-69.7 +1-67 +/�5.3 .J- j y nab
MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3:
62 +/-70 +/-70 +/-69.9 +/-67.9 +/-65.2 O_
THROUGHTHE FRAME PERSHEETS 3&4 THROUGH THE INTEGRALFIN PER SHEET4 ❑. Ot V o
64 +/-70 +1-70 +/-68.3 +/56.3 n a+"G O
0
66 +/-69.9 +1.68,9 +/-66.7 APPLIES TO B,C OR D ANCHORS APPLIES TO F ANCHORS SHORT 0 LL
�
(SEE TABLE 2) (SEETABLE3) -� �- M
68 +156.4 +/-67.4 SIDE J o 3 0
69.649 +/-87.1 �.5^ a^ Z LL <0 Q �Mo a
TABLE 9: H Z
"N
Window Design this table 111 n Pressure,(+1-psfl o� oOMG
1a Gess 0
3/16"T Cap-Airspace-7/16"AIA with PVB Type: 13 z v z 0) r
W Indow Long Side(In) -j O
Dimensions 69,649 71 73 75 78 80 85 86 89 92 96 99 Z m o
LU Q
32 +!•70 +/-70 +1.70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +l-70 +/-70 rn W 7aavS
34 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 ® rn W
36 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 U U)
38 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 +I-70 +1.70 +1-70 < W ul ZIIIS
ao +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 +i-70 +1-70 +!-70 +/-70 +loo +1-70 o X E. o
42 +I-70 +1-70 +l-70 +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 w } � .
44 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +J-70 +1-70 +1-70 +/-70 +/-70 +/-70
46 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1.68.6 j p
0 48 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +J-70 +/-70 +J•70 +1-70, +1-68.8 +156.3 alll asap sauas
v 50 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/•70 +/-70 +/-66,6
to 52 +1-70 +1-70 +1-70 +/-70 +/-70 +1.70 +/-70 +/-70 +J-70 +/-68.5
54 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/•69.5 NOTES:.
<� 1)BUCK DIMENSIONS SHOWN. -
56 +1-70 +/-70 +/-70 +1.70 +1-70 +1-70 +/-70 +/770
$7 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THENEXT AVAILABLE SHORT OR LONG DIMENSION.
60 +1-70 +1.70 +1-70 +1-70 +1-70 +1-70
62 +1-70 +/-70 +/-70 +/-70 +/-70 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),
THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEEI4 FIND THE SMALLEST SQUARE WINDOW SIZE IN
64 +1-70 +/-70 +/-70 +/-70 THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL i
66 +1-70 +1-70 +1-70 APPLIES TO B,C OR D ANCHORS APPLI FS TO F ANCHORS WINDOW WILL COMPLETELY FIT WITHIN. --
66 +1-70 +l--70 (SEETABLE2) (SEE TABLE 3)
69.649 +/-70
A.LYNN MILLER,P.E.
P.E.#58705
I
TABLE 10:
Window Design Pressure,(+/-psf Use this table
forGtass 14
3/16"A Cap-Airspace-7116"A/A with SG Type:
Window Long Side(In)
Dimensions 69,649 71 73 75 78 80 85 I ORIENTED 86 89 92 96 99 TABLE DIMENSIONS MAY BE
32 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 HORIZONTALLY S SHOLLY N
HORIZONTALLY AS SHOWN.
34 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-109.4 +80/-108.3 +801-107,6 LONG vpCCUCTREVISFD
36 +80/-110 +80/-110 +801-110 +801-110 +80%109.5 +80/-108.6 +80/-106.8 +801-106.6 +801-105.5 +80%104.7 +801-103.6 +8x-102.9 SIDE ns c,plyi.gwith the Florida
I-+- LONG SIDE Boild4ly Cale
38 +801-109.7 +801-108.9 +801-107.8 +80/-106.8 +801-105.5 +80/-104,6 +80/-102.7 +801-102.4 +801-101.4 +8D/-100.5 +80/-99.4 +Ba-98.7 T f0 AcceP[ance bb ❑ �q,
40 +801-106.3 +801-105.5 +801-104.4 +80/-103.3 +80/-101.9 +801-101 +80/-99.1 +80/-98.7 +80/-97.7 +80/-96.8 +BD/-95.7 +80/45 f I.cpir4'n1 a , 7.0
42 +801-103.3 +60/-102,5 +801-101.3 +BD/-100.2 +80f-98.9 +801-97.9 +80/-95.8 +80/-95,6 +801-94.5 +80/-93.5 +BO/-92.4 +Ba-90.7 SHORT 61,
SIDE nq;Ryr ndeProdAcl'co
44 +801-100.7 +80/-99.8 +801-98.6 +801-97.5 +80/-96 +80/-95 +80/-92.9 +801-92,6 +801-91.5 +80/40.4 +80/-87.1 +801-64.7 _ I SHORT I-
46 +601-98.4 +801-97.5 +80/-95.2 +80/-95 +801-93.4 +801-92.5 +80/-90.3 +801-89.9 +801-88.1 1 +80/-85.5 +80/-83.1 +801-81.6 -�1 SIDE I`
c
48 +80/-96.3 +60!-95.4 +801-94.1 +80/-92.9 +801-91.2 +801-90,2 +81/-88 +80/-87.6 +801-84.6 +80/-82,6 +801-80.2 +l-78.6 p
v 50 +801-94.6 +80f-93.6 +80/422 +80/-90,9 +801-89.2 +80/-88.2 +801-85.4 +801-84.5 +801-82.4 +80/-80.2 +/-77.6 N j
0) 52 +801-93 +801-92 +801-90.5 +80/-89.2 +80147.4 +801-86.4 +80/-83.3 +801-82.5 +801-80.2 +/-78 Imo- LONGSIDE
N 54 +801-91.7 +80/-90.6 +801.89.1 +BD/-87.7 +80/45.8 +801-84.7 +801-81.3 +801-80.4 +/-78,1 + >
56 +801-90.5 +110/-89.4 +13D/-87.8 +80/$6.4 +80/44.4 +80/-83.2 +/-79.3 +/-78.5 SHORT
SIDE LONG
57 +801-90 +801-88.8 +801-87.2 +801-85.8 +80/-83.4 +80f-82 +1-78.4 SIDE
60 +80147.2 +80/-86 +801-84 +801-825 +801-80.1 +/-78.6 LU U)
62 +801-84.6 +80!43.8 +801-82.1 +80/-80.4 +/-78
MAX,O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING o)
THROUGH THE FRAME PER SHEEfs3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 ❑ Oc O
64 +60/-82.9 +801-82 +801-80.1 +/-78.4 G N 81-50 O
56 +80/-81.1 +80/-80.1 +/-78.3 APPLIESTOB,CORDANCHORS U' N W
GLASS TYPES 14 THROUGH SHORT I- Oj 1 r�
68 +/-79.3 +1-78.4 (SEE TABLE 2) NOTAPPLICABLE SIDE I� '--1 O
17 MAY NOT BE USED WITH O-I o JB ❑
69,649 1 +/-77.7 1'2 J-CHANNEL OR INTEGRAL Z IL co
FIN FRAMES.
TABLE 11: O(Wj o Z
LU co oN
Window Design Pressure,(+/-psf) Wethis
Glass 15 o LU O sMo ii�
_ ❑ i
3116"TCap-Airspace-7/16"A/A with SG Types o Z Z U)
Window Long Side(in) 3: LU LL
O
Dimensions 77.76 79 81 83 86 1 87 91 94 96 99 104 107 111 m
Z
36 +801-110 +e0/-110 +801-110 +901-110 +e0/-110 +901-110 +901-110 +801-110 +80/-110ALLOWABLE MAX.O.0 SPACING IF W
110 +901-110 +60/-110 +80/-110 +Ba-110 < `-
ANCHORGROUPS ANCHORING THROUGH fO ZE UJ laay3
40 +801-110 +801-110 +80/-110 +80-110 +80%110 +80/•109.9 +80/-108.5 +801-107.5 +801.1069 +801-106.1 +801.104.8 +801-104.1 +80-103.3 ® w Of
PERSHEET2 THE FRAME PER SHEET3 O
42 +801.110 +80.109.8 +50/-108.8 +801-107.9 +801-106.7 +801-106.3 +801-104.8 +801-103.8 +B0/-1032 +801-100.8 +8x47.7 +801-96.4 +80/94.6 B,COR D I.T. = O U) Z
44 +801-107.3 +80-106.7 +801-105.7 +601-104.7 +601-103.4 +80/-103 +801-101.4 +801-98.6 +80/46.7 +801-94.1 +801-91.4 +801.90.3 +Ba-89.2 0 W
48 +80/-102 +80-101.3 +801-100.3 +80/-99.2 +80/-97.3 +801-96.2 +80.92.6 +801-90.4 +801-89.2 +801-87.3 +901-54.4 +801-827 +80/-80.5 a LU x a1o�S
0
50 +801-99.6 +801.99.1 +80498 +80/-96.9 +80143.9 +80/-93.1 +801-89,9 +80/-87.7 +801.86.2 +801-84.3 +801-81.1 +/-79.3 +/-77 O u. Z 'a
Lo
51 +801.98.8 1 +801-98 +80/-96.9 +801-95.8 +80/-92.8 +801-92 +80.88,7 +80-86.4 +801-85 +801-828 +/-79.6 +/-77.7 +/-75.3 0 Lo
Z 0 L p
54 +Ba-96.1 +80195.3 +8044 +80f-921 +80/49.4 +80/-88.5 +80.85.1 +801-B2.7 +801$1.1 +/-76.9 +/-75.3 +/-732 +/-70.6 Q 6i
56 +B0/-94 +80/•93.2 +801-91.6 +801-90.1 +80/•87.2 +801-86.3 +80.82.8 +80%50.2 +/-78.6 +/-76.3 +/-725 +/-70.5 a11U ore0 saua5
9 58 +B01-91.4 +8x90.6 +80.89 +801-87.5 +801.85.1 +801-84,2 +8(Y.80.6 +178 +/-76.3 +/-73.8 +/-70.2
W
61 +801-87,8 +801-57 +80/-85.3 +801-83.6 +801.81.2 +80/-80.5 +/-77.3 +1.74.6 +/-728 +/-70.4
co 63 +80/-85.5 +801-84.6 +801.828 +80/-81.1 +/•78.8 +/-78 +/-74.8 +/-72,3 +/-70.6 NOTES:
64 +80/-84.4 +80/-83,5 +801-B1.7 +1-80 +1-77.5 +/-78,6 +/-73.5 +/-71.2 1)BUCK DIMENSIONS SHOWN.
66 +801.822 +80/$1.2 +/-79.4 +/-77.6 +/-75 +/-74.2 +/-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE
NEXT AVAILABLE SHORT OR LONG DIMENSION.
68 +/-8D +/-79.1 +/-77.2 +1-75.4 +/-72.7 +/-71.9
MAX,QC.SPACING IFANCHORING MAX,O.C.SPACING IF ANCHORING - ( - {
70 +/-78 +/-77,1 +/-75 +/-73.2 +/-70.5 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET2), (�'I E{f�d. {
72 +/-76 +/-75 +/-73 +/•71.1 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN .1
THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL
74 +1-74.1 +1-73 +1-71 APPLIESTO.B,CORDANCHORS WINDOW WILL COMPLETELY FIT WITHIN. .,.
701 +/-72.2 +/-71.1 (SEETABLE2) NOTAPPLICABLE
77.76 +1.70.5 13.2" `::•.L 1.`,
A.L LYNN MILLER,P.E.
P.E.N 58705 g
P
i
TABLE 12:
Window Design Pressure,(+/-psf) Usetable TABLE DIMENSIONS MAY BE
for
Glass 98 ORIENTED VERTICALLY OR
116"TCap-Airspace-7/16"WH with SG Type: HORIZONTALLY AS SHOWN.
Window Long Side(n) LONG
Dimensions 60.926 64 66 68 1 70 1 74 77 80 84 1 87 1 92 97 99 SIDE
�-� LONG SIDE
32 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801410 +80/-110 +801-110 +801-110 +80%110 +80/-110 +110/-110 +80/-110 P
34 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 P e—plyi RBVISFD
SHORT as iO Building
Cod. Bre Floti•.1a
36 +801-110 +801-110 +801-110 +8D/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80%110 +801-110 +BD/-110 /./ Aeeeptg Code
SIDE %� AireptsaceNo14-.Iq
3B +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +BO/-110 +801-110 +801-110 +80/-110 + SHORT Ev. .'ral' Rete 7AQD
40 +80/-110 +80/-110 +B01-110 +801-110 +801-110 +80f-110 +80/-110 +801-110 +BD%110 +801-110 +801-110 SIDE
Oy
42 +801-110 +80/-110 +801-11 D +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 MI de PMdaet cbtArui
m 44 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110
Z5 LONG SIDE 46 +BD/-110 +801-110 +80/-110 +801-110 +601-110 +801-110 +801-110 +801-110
T-
o 48 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801.110 +801-110
�j >
to 50 +801-110 +80I-110 +80%110 +801-110 +80/-110 +80/-110 SS DET y/ LONG
52 +80/-110 +80/-110 +801-110 +80/-110 +801-110 MAX.O.C.SPACING IFANCHORING MAX.O.C.SPACING IFANCHORING SIDE
THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PERSHEEr4
54 +801-110 +801-110 +801-110 +80/-110
56 +801-110 +801-110 +801-110 APPUESTO B,COR DANCHORS
68 +BDI-110 +80%110 (SEETABLE2) NOTAPPUCABLE LU T �
'^
718.E GLASS TYPES 14 THROUGH > a
60.925 +801-110 17 MAY NOT BE USED WITH _ SHORT Of
J-CHANNEL OR INTEGRAL 'tel SIDE D y C)
•FIN FRAMES. n a1°0 O a
TABLE 13: V
Of to
Window Design Pressure,(+/-psf) Use this t.bis -1 ' o
3116"T Cap-Airspace-7116"H/H with SG Type: 17 Z U co Q uma 0 g
2 Lj'7 O
Window Long Side(in) UU o Z
Lu W oN
Dimensions 77,76 79 81 83 86 87 91 94 1 96 1 99 1 104 107 111 110 120 125 136 1440 W Wo
36 +80/-110 +801-110 +80/-110 +801-110 +801.110 +801-110 +801.110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801.110 +801-110 +801-110 +B01-110 n> .� 0 W M
40 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/•110 +801-110 +801-110 +80/-110 +801-110 Z Z (A LL
42 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801.110 +80/-110 +801-110 +80%110 +801-110 +801-110 +801-110 +801-110 +B0/-110 +801-110 +801-110 +80/-110 +80/-110 �'r m O
44 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80%110 +80/-110 +801-110 +801.110 +00/-110 +80%110 +801-110 +801-110 +80/-110 W F
48 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80%110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80%110 rn M W TaayS
50 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80%110 +801-110 +80%110 +80/-110 +801-110 +80%110 +80/-110 +80%110 +80/-110 0
2 5 u)
51 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +BD/-110 +801-110 +801.110 +80%110 +801-110 +80/-110 +80/410 +801-110 +1101-110
= U
Z
64 +801-110 +801-110 +801-110 +801-110 +BO/-110 +801-110 +80%110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +00/-110 < W LU wG
c56 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 oX Q. p
LL Z
a 59 +80/-110 +80/-110 +801-110 +801-110 +BO/-110 +801-110 +80%110 +801-110 +80/-11 D +801-110 +801-110 J 0
V5
z 61 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801410 +80/-110 +801-110 O Z W d
= 63
+80/-110 +80/-110 +801-110 +801-110 +80/-110 +BOf-110 +80/-110 +80/-110 +80/-110
to > D
64 +801-110 +80/-110 +80/-110 +801-110 +8D/-110 +801-110 +801-110 +801-110 ayer
66 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110
68 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 .::.x.
70 +801-110 +BO%110 +80l-110 +8N-110 +BO/-110 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING
THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4
72 +801.110 +801-110 +801-110 +801-110
74 +80/-110 +801-110 +80/-110 APPLIES TO B,C OR DANCHORS
76 +801-110 +80/-110 (SEETABLE2) NOTAPPUCABLE _
77.76 +8D/-110 Lf
NOTES:
1)BUCK DIMENSIONS SHOWN.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLE1 1'
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. R,P.E.
REM 58705
y _j ,.376" 3.500' 3.500' 3.500' 3.500"
�
.355" .075' .075" .075" .075"
5 .060'
OANCHOR COVER IIIn�II IIIr��II
a❑� 2.166" a❑� 2.166' 1:1� 2.166° a❑� 2.166„
I •__\ .301' � � o d �
.625" .625"
O 7/S'BEAD 1.375" O J-CHANNEL FRAME O FLANGE FRAME 1.375" O INTEGRAL FIN FRAME O4 EQUAL LEG/BOX FRAME
1-1
.864'[1 ,175' 1
ALUMINUM
SILICONE HOT-MELTBUTYL REINFORCEMENT POLYISO- FINT.GLASS
NT FILL AREA
STRUCTURAL BUTYLENE
5/16"NOM.
O y+BEAD STRUCTURAL SILICONE 3/1fi"NOM. 5/16"NOM. SEAL
POLYISOBUTYLEN 1/4"NOM. FOAM BUTYL& LICONE SEAL
W� DESICCANT ROLL-FORMED
WITH DESICCANT DESICCANT FOAM STAINLESS STEEL
EXT.GLASS EXT.GLASS EXT.GLASS
EXT.GLASS
MITERED
CORNERS WITH
INTERIOR AND INT.GLASS INT.GLASS INT.GLASS
EXTERIOR
WELDS gu KODISPACE 61 SU82 89 PER DURASEAL@ XL EDGE'"'
4SG TPS �SPACERW NXT' SPACER SPACER
TABLE 14:
# Part# I Description Material
1 620139 J-channel Frame PVC
2 620140 Flange Frame PVC
3 620141 Integral Fin Frame PVC
4 620142 Equal Leg/Box Frame PVC
5 5 620133 Anchor Co%er PVC PRODUCTREVISED
moying with the Fluddn
FRAME 6 720136 7/8"IG Glazing Bead PVC oc„ddmg cod.
7 720135 1”IG Glazing Bead PVC A-pt. No t6-0 14.iq
ASSEMBLY DETAILS 7 74 Backbedding,GE 7700 or Dow 791 Silicone x .&.Date 2020
78 71646N Setting Block(7/8"x 1"x 10),85+/-5 duro. PVC hr; PmJnct CWff
1 90 20160A Frame Assembly Tube Alum.6005-T5
EXTERIOR 91 20177 Shallow Flush Cap PVC
P992:
20178 Deep Fush Cap PVC �` NY LYN/y�i
3 20132 Frame Assembly Tube End Cap I PVC ���,• SEN R •,C�
11 s
NOTES: Q•:• ;��
1)SOME PARTS/OPTIONS NOT SHOWN ON = VINYL FIXED CASEMENT WINDOW NOA(LM) = 9/9/14 _*: No.5aiD5
DRAWING FOR CLARITY.
o _-
Part# DeSCri tlOn Material 2)J-CHANNEL FRAME SHOWN.PART#1. ;� *_
P OTHER FRAME TYPES,PARTS#2.4, o BOM&ASSEMBLY o� JROSOWSKI !6
80 meding 4SG TPS Spacer System APPLY. rip `?
Kom
See this 3)ITEMS#8-73,75-77&79 ARE NOT USED ® JR-05/05/16-ADDED SPACERS ;'� '• o
81 Quanex Super Spacer nXTwith Hot Melt Butyl SheetAND ARE NOT PART OF THIS APPROVAL. CERT.OF AUTH.#29296 FS•' <ORIDN..•''x
4)ROYAL PVC TO 82 Quanex Duraseal Spacer Materi for
EXTRUDER CODE,BE LABELED FOR AAMA 1070 TECHNOLOGY DRIVE '�`�5,� NAL
83 Cardinal XL Edge Spacer N.VENICE,FL 34275 _ v > • A.LYNN MILLER,P.E.
REFERENCE TEST REPORTS:FTL-8717,8968&8970 (941)-480-1600 v PW-5540 , NTS N 13 OF 13 a z MD-5540.0 z A RER 58705