HomeMy WebLinkAboutProduct Approval (2) M IAM 1. LE COPY MIAMI-DARE COUNTY
i PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPT www.miamidade.my/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275 M A R
SCOPE: ST. ucie C
This NOA is being issued hR 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"AW-740"Aluminum Awning Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details - LM &
SM", sheets 1 through 11 of 11, dated 08/08/12,with revision C dated 05/25/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product
Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA#16-0714.23 and consists of this page 1 and evidence pages E-1 and
E-2,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
MWMFbADE COUNTY NOA No.17-0614.20
1 Expiration Date: April 11,2023
C/o
Approval Date: September 05,2017
j Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: F V1DENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 12-1218.07)
2. Drawing No. MD-AW740LM,titled"Awning Window Details—LM&SM",sheets
1 through 11 of 11,dated 08/08/12,with revision C dated 05/25/17, signed and sealed
by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3)Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system,Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL
EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 16-0714.23)
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 CA740P
aluminum projected(awning)window,prepared by Fenestration Testing Laboratory,
Inc. Test Report No.FTL-7061, dated 10/03/12, signed and sealed by Marlin D.
Brinson,P.E.
(Submitted under NOA No. 12-1218.0 7)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 5m
Edition (2014) and FBC 6'Edition (2017),dated 06/09/17,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-04
Manuel Pere . .
Product Control Eafiner
NOA No. 17-0
Expiration Date: April 11,2023
Approval Date: September 05,2017
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
"Kuraray SentryGlas®(Clear and White) Glass Interlayers" dated 06/25/15,
expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC
6"'Edition (2017), dated , issued by manufacturer, signed and sealed
by Anthony Lynn Miller,P.E.
2. Statement letter of no fmancial interest,dated June 9,2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. 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. I6-0714.23)
G. OTHERS
1. Notice of Acceptance No. 16-0714.23,issued to PGT Industries, Inc. for their Series
"AW-740"Aluminum Awning Window-L.M.I. approved on 09/08/16 and expiring
on 04/11/18.
Manuel P ez P.E.
Product Control xa iner
NOA No.k--a614.2 0
Expiration Date: April 11,2023
Approval Date: September 05,2017
E-2
5116^LAMNATED 7116'LAMINATED
GENERAL NOTES:SERIES 740 DESIGN PRESSURE RATING IMPACT RATING GLASS STACK I� GLASS STACK ~
IMPACT-RESISTANT AWNING WINDOW vARIEs. RATED FOR LARGE d SMALL .090'TROSIFaB WB .owr Sao By KURARRr
-- SEE SHEETS S-9 MISSILE IMPACT RESISTANCE IWANNEALED BY KURARAY 111 �
5"ANNED AWRICA.INC.
1)THIS PRODUCT HAS BEEN DESIGNED d TESTED TO GLASS AMERICA INC. cLA'S
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 1/8'ANNEALED * 3n6^ANNEALED GLASS
BUILDING CODE,INCLUDING THE HIGH VELOCITY 60'WIDTH EXTERIORO
GLASS EXTERDR 36
HURRICANE ZONE(HVHZ).FOR INSULATED GLASS 53"VISIBLE LIGHT WIDTH(DLO) - �`J
INSTALLATIONS ABOVE 30'IN THE HVHZ.THE OUTBOARD 11110 GLASS BITE 11116^puss BITE
LITE(CAP)MUST TEMPERED. NO ANCHOR PAIR '.
READ IF WINDOW IS 35 35
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 27-7/8"WIDE OR LESS 12"MAX.FOR UNITS
WIND-BORNE DEBRIS REGIONS. IHEAD d SILL) I--B.SEE OVER 39"TALL 3 3
rt SHEET 2 OTHERWISE 4"MAX.
3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY, � � 50
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS i --- GLASS TYPE'I GLASS TYPE 2
WERE SOUTHERN PINE.ASTM C90 CONCRETE MASONRY "Ir"OR
UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE, I puss STACK SEE TABLE 3,SHEET 4. -'------ -'--- -\ - -----'_.---- SPA'S MT�
NA
STACK
4)ALL WOOD BUCKS LESS THAN 1.1/2'THICK ARE TO BE / / i 39" IW ANNEALED
CONSIDERED 1X INSTALLATIONS,1X WOOD BUCKS AREHEIGHT GLASS
OPTIONAL IF UNIT INSTALLED DIRECTLY TO / ' \ SHEET 2 116'ANNEALED DR BY KURARAYSUBSTRATE.WOODD A,SEE 7116'AIRSPACE 090•TRDBIFOLS PVB
BUCKS DEPICTED AS 2X ARE I VISIBLE TEAPEREDGLAS9 AMERICA INC.
Z�4
SHALL BE DESIGNED TO PROPERLY TTRATHICK OR GREATER.1X AND 2X SUCKS NSEN ED)F R LOADS 19'MAX. / j LIGHTSg IW ANNEALED
HEIGHT GLASS
TO THE STRUCTURE.WOOD BUCK DESIGN AND O.C. / i \ (DLO) XTERIOR
INSTALLATION IS THE RESPONSIBILITY OF THE (',
ENGINEER OR ARCHITECT OF RECORD. r 37 11116.Goss SITE
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 4.MAX — 3
BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF
SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, �7 \
B
SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR 4"MAX 100-103 32 so
CORNERS OF THE FRAME.INSTALLATION ANCHORS 23" USE ANCHOR PAIR FOR UNITS
SHOULD BE SEALED.OVERALL SEALING/FLASHING OVER ANCHOR
WIDE(HEAD d SILL) GLASS TYPES 3&4
STRATEGY FOR WATER RESISTANCE OF INSTALLATION
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE 7/e•NOM
OF THESE INSTRUCTIONS. TYP. ELEVATION OF AWNING WINDOW GLASS STACK GLASSTAATED
. — � AS STACK
6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
WHERE THE PRODUCT IS NOT FLUSH TO THE TABLE 1: 1/4'AIRSPACE
3116•ANNEALED GLASS
SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS.WOOD BUCKS.BY OTHERS.MUST BE GENERAL NOTES.. 3MC ANNEALED .09P SGO BY KURARAY
1 Glass T OR TEMPERED CLASS AMERICA.INC.
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ELEVATION.......................................1 Types Sheet
38 ON THEM BY THE WINDOW. GLAZING DETAILS...........................1 3•7e-ANNEALED GLASS
INSTALLATION.................................2 1 5/16'Lam)(1/8'An-.OBO'PVB-1/8'An) 5 EXTERIOR
7)DESIGN PRESSURES: ASSEMBLY TUBE DETAILS.............3 2 7/16'Laml(3118'An-DOD"SG-3/16'An) 6 1`
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL ANCHOR SPECIFICATIONS_..........4 3 7/8"Lauri.IG(1/8"An-7/16"Air-1/8'An-.090'PVB-1/8"An) 7 s7 11/16"GLASS SrrE
TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ANCHOR QUANTITIES.....................4 4 7/8'LarT11.IG(1/8'T-7/18"Air-1/8'An-.090'PVB-1/B'An) 8
ASTM 61300. DESIGN PRESSURES................... 5-9 3
B.POSITIVE DESIGN LOADS BASED ON WATER TEST ASSEMBLY DETAILSBOM..............10 5 7/8"Lauri.IG(3/16"An-1/4"Air-3/16'An-.090'SG-3/16"An) 9
PRESSURE,STRUCTURAL TEST PRESSURE,FRAME
ANALYSIS AND GLASS PER ASTM 67300. _
.
.
.
.
.
.
.
EXTRUSIONS/SPACER.. .........11 8 7/8'Lami.IG(3/18'T-1/4'Air-3/16'An-.090'SG-3/16-An) 9 '—
'PVB'=TROSIFOL PVB BY KURARAY AMERICA 50 INC. 100-103 32 PRODUCTREVIS® 'I
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS "SG"=SENTRYGLAS'd BY KURARAY AMERICA,INC. ,*mmMplg wikp the FiwkU
DESIGN,ASD. GLASS TYPES 5&6
Building CndC
�
B)THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING CODES/STANDARDS USED: �� _ i
� i� Re-ea 8y: Date: Revision �° �
��. •' ""'• 'y/ UPDATED ANCHORAGE
TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3% •2017 FLORIDA BUILDING CODE(FBG),6TH EDITION 1,10EN�1.'•.4 i JR 05/25/17 By
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN •2074 FLORIDA BUILDING CODE(FBG),5TH EDITION �;' to PER FBC 2017. Mi51» dAe
OF THIS PRODUCT,THE 1.6 LOAD DURATION FACTOR •ASTM E1300-04 N0.58705 '•� Revised By: Dole: Revision fd551 Collard
WAS USED FOR THE EVALUATION OF ANCHORS INTO •ANSI/AFBPA NDS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL,ADM-2015
WOOD.ANCHORS THAT COME INTO CONTACT WITH `
OTHER DISSIMILAR MATERIALS SHALL MEETTHE •ABI S100-12 'Q _ pig Desc��pt;on: Oro. By: I
REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR •AISC 360-10 ��'•. �-:'�L; GENERAL NOTES SL ELEVATION J ROSOWSKI
CORROSION RESISTANCE. T a� •'��� 1070 TECHNOLOGY DRIVE
9)REFERENCES:
ERELCO CES:TULTRASTREPCIN AOE S CRETEIFL57EX NOA ,' ��NAL�?G\ Totle
�\ N(94��0�00VENICE, I'L 75 AWNING WINDOW DETAILS-LM 8L SM 08/08/12
ANSI/AFBPA NDS FOR WOOD CONSTRUCTION AND ADM PGT INDUSTRIES.INC. Series/Model. Scok: Sheet Gaemq No. Rer
ALLRKi1G'RF6FRVED AW-740 NTS 1 OF 11 MD-AW740LM C
ALUMINUM DESIGN MANUAL A.LYNN MILLER P.E. 7
RE.I 56705 CERT. OF AUTH. 29296 1
INSTALLATION EDGE INSTALLATION INSTALLATION
OPTION 1DISTANCE EDGE DISTANCE OPTION 2 OPTION 4
~t
INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS
INTO 2X WOOD. CONCRETE/CMU DIRECTLY INTO MASONRY. DIRECTLY INTO METAL.
AS REQUIRED PER EMBEDMENT PER ANCHOR
TABLE 3,SHEET 4 2 REQUIREMENT BUCK WIDTH
1/4"MAX 18 10
TYP.ANCHOR SHIM
TYPE,EMBEDMENT 4
AND EDGE so STEEL STEEL
FOR SNUBBER 24 DISTANCE PER 8 32 33 18 12 SELF-DRILLING
REQUIREMENTS,SEE 1 SUBSTRATE,SEE SMS,SEE TABLE
TABLE 4,SHEET 4. 82 TABLE 3,SHEET 4. - 3,SHEET 4.
4
O
3 80T B7 -T
EDGE I II I EDGE
36-37
g DISTANCE ATTACHED TO 84 1 1 ATTACHED TO DISTANCE
Of WIT SILL ATTACHED TO VENT SILL 1
O} ATTACHED TO 35 37 FRAME SILL 38 39 81
87 ]FRAMEJAMB EMBEDMENT DARE APPROVED
13 1 3 22 MULLION,ALUMINUM,
B3 8 STEEL FRAMING OR
70 6 VISIBLE LIGHT WIDTH(DLO) STEEL STUD.
JAMB 81 ® ATTACHED TO OPTIONAL ADDON WINDOWWIDTH EXTERIOR
HARDWARE 12 VENTJAMB
FLANGE G HEAD,
WINDOWSILL SEE DETAIL HORIZONTAL SECTION A-A 15
HEIGHT -
Al.BELOW _ NOTES:
BUCK ® NOTES: �— VISIBLE LIGHT FORMULAS
HEIGHT ATTACHED TO1)WHEN INSTALLING WIDTH:WINDOWWIDTH-7
FRAME d VENT 1)USE ONLY SUBSTRATE-APPROPRIATE / / \ COMBINATION UNRS, HEIGHT:WINDOW HEIGHT-7
VISIBLE JAMB O 10 ANCHORS LISTED ON TABLE 3,SHEET 4. / \ / ` (� ADDITIONAL INSTALLATION
LIGHT FOLLOW EMBEDMENT AND EDGE `J
HEIGHT DISTANCE LIMITS.ANY INSTALLATION x 10'MAX,t - -- -- - ANCHORS MAY NEED TOBE
(DLO) ATTACHED TO OPTION SHOWN MAY BE USED ON ANY / / \ / / ` T INSTALLED THROUGH THE
FRAME JAMB SIDE OF THE WINDOW. T _ WINDOW FRAMES AT 10'MAX.
14 / FROM EACH SIDE OF THE FRAME
ATTACHED 2 ALL WOOD BUCKS LESS THAN 1-12' ASSEMBLY TUBE CENTERLINE.
V V / /^ \ SEE TABLE BELOW:
ATTACHED TO r TO FRAME THICK ARE TO BE CONSIDERED 1X
FRAME JAMB L JAMB INSTALLATIONS.1X WOOD BUCKS ARE
OPTIONAL.UNIT MAYBE INSTALLED 10'MAX. Addtbrol Anctgre Rplind on each
ATTACHED DIRECTLY TO SUBSTRATE.WOOD BUCKS SEE DETAIL A2,BELOW Side oltlr F-0 Al."y Tube(FAT)
TO VENT DEPICTED AS 2X ARE 1.12'THICK OR t. Wmd°w Type
JAMB GREATER.1X AND 2X BUCKS(WHEN USED) u Width A B,C 8 D
62 SHALL BE DESIGNED TO PROPERLY 17--25,9' 1 0
TRANSFER LOADS TO THE STRUCTURE. > 26'+ 1 1
38 39 WOOD BUCK DESIGN AND INSTALLATION I Window ASW
IS THE RESPONSIBILITY OF THE ENGINEER u Height A
17 OR ARCHITECT OF RECORD.MAXIMUM _ 8
16 SHIM THICKNESS TO BE I/4'. 17'-rs.e 1 0
21 z6'. 1 1
DETAIL PRODUCT REVISED
EXTERIOR 82 Al DETAIL mem with the Flwida
6 O A2 a Ptrina �A
(� .midi .Il
v' 8 Cdc
Acaj»ance oto
80
1 1X WOOD 7 Revised B Dale: Revision t�tnao�Dre
19 BUCKSTRIP, ��� y LYNN �% y BY
N i NO CHANGES THIS SHEEP.
SEE NOTE 2, .j.�.••"""•• �/( ,, JR 05/25/17 M. Dade .c
THIS SHEET. 't V10ENg�c'•.,( F
rp�� Revised By Dote: Revia;on
TYP.ANCHOR TYPE, 114'MU SHIM No.58705
EMBEDMENT AND EDGE _
DISTANCE PER SUBSTRATE, - :� _ ,escrfpeore Drawn By
SEE TABLE 3,SHEET 4. CONCRETE - EMBEDMENT - •, J�-
GENERAL NOTES&ELEVATION J ROSOWSKI
6 `I
PERANCHOR .^••• O S TE F !✓✓�� 1070 TECHNOLOGY DRIVE Doie
REQUIREMENT. •� ' - 'Ol OR10P'.•' \�� N. VENICE, FL 34275 ittle:
INSTALLATION OPTION 3 ',�SS,••.•..... • �C� (941) 480-1600 AWNING WINDOW DETAILS-LM&SM 08/08/12
INSTALLATION ANCHORS THROUGH EDGE DISTANCE '�i�'ONAL E,,`� PGT DUSMIEM e6. Series/Model: Stole: Sheet: Drawing No. Rev:
1X BUCKBTRIP INTO MASONRY. ALL R' S RESExst:n
VERTICAL SECTION B-B A.�YN14�liieliPE. AW-740 NTS 2 OF 11 1MD-AW740LM C
--
PEN 68706 CERT. OF RUTH. #29296
AWNING(X) AWNING/AWNING(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) 2°1"
;n cc>tNYin6 wM Mr Fkeib
,,<i��ca� -0014-• �
10",SEE NOTE 7,THIS SHEET `P1J1"C°NO I
Dee
FIGURE 1: � FIGURE 2: 740 SERIES i.vp,
IAWNING Hy '
WINDOW tti7ieni Deilu T7c�dc tC
C C _
WINDOW //\ //\ / /\ D/ �_ASSE�M'BBLY—'
HEIGHT / \ 10',SEE NOTE 7, D TUBE FRAME ASSEMBLY TUBE NOTES: 0
1)DIMENSIONS SHOWN ARE WINDOW
THIS SHEET 740 SERIES DIMENSIONS FOR EACH INDIVIDUAL
/ CASEMENT / WINDOW.FOR SIZES NOT SHOWN,
WINDOW I _
WINDOW*
f ROUND UP TO THE NEXT AVAILABLE 0
�1 WIDTH Imo— WIDTH OR HEIGHT DIMENSION SHOWN j
7401 740 / E / ON THE TABLES. W >
SERIES FRAME SERIES Q
ASSEMBLY - ---— FRAME 2)ANY 740-SERIES PRODUCT 0 (Q 1
AWNING AWNING Q
WINDOW TUBE WINDOW ---
ASSEMBLY�� (CASEMENT,AWNING OR FIXED Z
-- / E TUBE CASEMENT)MAY BE ATTACHED TO THE Q J
FRAME ASSEMBLY TUBE.FOR ALL =
1 ED SERIES
WINDOWS,USE THE WINDOWS NOA
_ I FU(ED WINDOW' / FOR ANCHORAGE,SIZE AND DESIGN c Q w 1 0
PRESSURE LIMITATIONS Z 0
3)ALL WINDOWS IN THE COMBINATION LLI Q
_ 'SEE PRODUCT'S NOA FOR UNIT MUST BE ABLE TO INDIVIDUALLY � N p f-
740 SERIES //\ /�\ INSTALLATION SPECS COMPLY WITH THE REQUIREMENTS OF ` W
AWNING EXTERIOR / / THEIR RESPECTIVE NOA.
WINDOW rI I / I N O J � 8 Z
4)FRAME ASSEMBLY TUBE TO BE -• O m O w
Q 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN S O 8 O O
DETAILS,WITH MIN.#12 X 1'SHEET
AWNING CASEMENT U) Z
METAL SCREWS.FOR SINGLE UNITS: WINDOW WINDOW* PACING AND QUUANTITI'AS THE (n (n � � O
1)DETERMINE YOUR WINDOW SIZE MIN.#12 X 1'SMS THROUGH OPPOSITE FRAME MEMBER. Q r_
AND GLASS. INSTALLATION HOLES FRAME 5)THE FRAME ASSEMBLY TUBE MAY O 0 LLQ Z 3
FRAME ASSEMBLY di N � c 2
2 KNOWING YOUR ANCHOR TYPE ASSEMBLY TUBE NOT EXCEED 62"IN LENGTH(AS USED Q Q
TUBE INA-53'FLANGED WINDOW)OR BE i a
AND SUBSTRATE,DETERMINE USED IN TEE OR CROSS !? `
YOUR ANCHOR GROUP FROM MIN.#12 X MIN.#12 X CONFIGURATIONS. ' ' LL. Q
TABLE 3.SHEET 4. 1"SMS T SMS
740 SERIES THROUGH
3 FROM SHEETS 5-8,FIND THE THROUGH CASEMENT INSTALLATION 6)THE FRAME ASSEMBLY TUBE IS NOT 2 N rn
INSTALLATION WINDOW HOLES REQUIRED TO BE CLIPPED TO THE ¢ N
SHEET FOR YOUR GLASS TYPE. HOLES SUBSTRATE.ALL EXTERIOR JOINTS TO
FIND THE PRODUCTS DESIGN 740 SERIES 740 SERIES BE SEALED BY INSTALLER.
PRESSURE FROM THE TABLE AWNING EXTERIOR FRAME -AWNING 8,2 o S _
LABELED"DESIGN PRESSURE ASSEMBLY 740 SERIES 7 FOR ALL COMBINATION UNRS, i
WINDOW WINDOW ) ui v a
(PSF)FOR SINGLE WINDOWS,ALL TUBE FIXED ADDITIONAL INSTALLATION ANCHORS =u u
EXTERIOR EXTERIOR u—
12
ANCHOR GROUPS'. CASEMENT MAY NEED TO BE INSTALLED m d o
HORIZONTAL SECTION C-C a a WINDOW THROUGH THE WINDOW FRAMES AT
4)DIMENSIONS SHOWN ARE 1(r MAX.FROM EACH SIDE OF THE
WINDOW.FOR SIZES NOT SHOWN, FRAME ASSEMBLY TUBE CENTERLINE.
ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E SEE TABLE BELOW:
AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE 51`
1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1 8 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Additional Anchors RsQulned on each �y NY LY /
TABLES. Side of the Frame Aeaem Tube FA ` ,`�O.•'•CE
2)FROM SHEETS SB,FIND THE SHEET FOR YOUR GLASS TYPE. window Anchor T V
5)USING THE TABLE LABELED ' •,7 '
WINDOW ANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO AVERTICAL FRAME ASSEMBLY TUBE- OR'DESIGN WMth A B,C 6 D 140 58705
(TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TOA HORIZONTAL FRAMEASSEMBLY TUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS 17"-25'8" 1 1 _ *[ *
THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY,DIMENSIONS SHOWN ARE WINDOW.FOR 1 1 _
a.
NEEDED IN THE HEAD,SILL AND SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. Window Anchor t 107",
JAMBS OF YOUR WINDOW. LL H•WN A BC 6 0 ,4)USING THE TABLE LABELED"W/NDOWANCHORS REQUIRED"(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF q 17"'25.8" �
6)INSTALL AS PER THE 1
INSTRUCTIONS ON SHEET 2. YOUR WINDOW. 26'�
5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE
SHEET 2).AND THAT MIN.0 12 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). A.L P ��ps�d.�`
TABLE 2:
Window Anchors Required FROOUCTREVISSD
PS cemplyia&web the Florida -
Window Width n Ruildmg Code
under23' 25.15116' 27-7/8" 303!4• 32' 3a^ 3r 46' 53-1/8• 60• Acccpnae#Mo iry•�Ot4.�
Anchor Group Anchor Group Anchor Group nc r up Anchor roup Anchor Group Anchor Group Archor Group Anchor Group Anchor Group r Date
A B C D A B C D A 8 C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D py
under 23' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A44sw
Head/SIII 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 6 4 4 4 6 6 4 4 8 6 6 4
25-15/16• Jamb 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2 3 2 2 2
HeadSill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 8 4 4 4 8 8 4 4 10 6 6 4 TABLE 4:
39' Jamb 5 J 3 2 5 3 3 2 5 4 3 2 6 4 3 2 6 4 3 2 6 4 3 2 6 4 3 2 6 4 3 2 5 4 3 2 5 3 3 2 x V
HeadlSill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 6 4 4 4 6 4 4 4 B 6 4 4 10 6 6 4 10 8 6 4 Head Snubber Locations
., 50-SIB" Jamb 7 4 4 4 7 5 4 4 8 5 4 4 8 5 4 4 B 6 5 4 9 8 5 4 9 6 5 4 B 8 5 4
He Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 5 4 4 4 8 4 4 4 B 6 4 4 Glass Type. J
�, Jamb B 5 5 4 9 6 5 4 10 6 5 4 10 7 6 4 10 7 6 4 10 7 6 4 10 7 6 4 PVB(Types 1,3&4) SG(Types 2,5 8 61 W
Head/Sill 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 None 20"max.Som each erd m h
63" Jamb B 8 5 4 10 6 5 4 10 7 6 4 11 7 6 4 11 7 6 4 11 7 6 4 11 7 6 4 Required &20^max O.C.
HWa Slp 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 4 �,Q
67^ Jamb 10 B 5 4 10 7 6 4 11 7 6 4 11 7 6 4 11 7 6 4 11 7 6 4 SAMPLE CONFIGURATIONS: Q c 0
od
FleadlSltl 2 Z 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 iyf
72' Jamb 10 7 6 5 11 7 6 5 12 8 8 5 12 8 7 5 12 B 7 5 1 1 !� /X� H 2
H,ed/Sltl 2 2 2 2 4 2 2 2 4 2 2 2 4 4 4 4 4 4 4 4 /1 ! ,1 a-
76' Jamb 11 7 6 5 12 8 7 5 13 8 7 5 13 8 7 5 X'1 i X 111 i X 11 c a J
Fkad/SIN g12
ti. 7t
2 4 2 2 2 4 2 2 2 4 414 4 Z J - Q
Jemb 5 14 9 7 5 14 9 8 551tl 2 4 2 2 2 4 2 2 2 111 -'X Q `u
USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN ARE WINDOW TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH
OR HEIGHT DIMENSION SHOWN ON THE TABLE. /X 1 O O N (� W
EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW:7/16"ANNEALED LAMINATED 1 .~
�fX�•� O CV O Z
Mh Anchor
TABLE 3: GLASS.1/4"MASONRY ANCHORS INTO CONCRETE,-70/-70 PSF DP REQUIRED ;, ,�y ;,00 Q O Z
Min.
Group Anchor Substrate Edge O.C. B LA 0
Min
Anchorplate AWNING ANCHORS: /X1, p //X'1 `X /X� l= C
Distance Distance R.W0.d'! A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF-70/-90. / Y Y >- Z
Sir 1' IMF 117-
6063-75 AWT. 318" 5/r '063' No B)FOR THE JAMB,FROM TABLE 3,ANCHORS IN GROUP C HAVE THE ANCHOR AND SUBSTRATE
A30 Steel 16' 5/r .061 No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. O O O (7 I
A A653 St Gr.33 31V s/6" .015^20 Ga. Flo I
�O� O � U) o= Z o
9 Pine yS 1' 13/1 No C)FROM TABLE 2,8 ANCHORS ARE REQUIRED IN EACH JAMB. 0�y PCO „ 0 0 c Z o j \Q
#14,steel SMS(06) 6063-15 Alum. 1S em^ .053' No >
a#14.410 SS SMS A36 Seel 1S 6/8" .050' No C)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL.
A653 Stud or.33 1r 571 .041 20 Ga. No � QQ2.69 Concrete 2-1/7 4• 13/5 No D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. e�
B 114'steel Ukrecan /follow Block 1• r 1-i/4' fb I
Hollow Block &t/7 S 1-1/4^ No E)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE n m
1/4'steel Ueracm Hollow Block 1^ r 1.1/4• Yes SIDE OF THE AWNING(HEAD&SILL). ® o ti o
C 1!4'410 SS 3.39 Conc2ls 1' S 1314' No
Cnt.Fles Holi—Block 2.1/7 S 1-1/4' No `�'"'`o R
FIXED CASEMENT ANCHORS:
S.Pine 1B' 7• 13/1 Yes A)FROM TABLE 9,A 34^X 61'FIXED CASEMENT WINDOW HAS A DESIGN PRESSURE �n
#12,steel EMS(G5) 605375 Alum. 16' yb' .0713' Yes EXCEEDING THE REQUIREMENT OF+701-70 USING ANCHORS C OR D. 'i'1 4' 4e �{4" - =w a 111
1 k
rx PIZ 410 55 SMS A38 Steel 16' Sia' .050' Yes w Z a rc
A663 Stud Gr.33 1r SIS' .ow,16 G.. yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE
S'Pine 5/8' t• 1315 Y-
S' DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE IF USING THE CRETEFLEX ANCHOR. T T
#14,steel SMS(GS) 6063.75 Alum. 18' y8' .0713' Yes I , '1IY' n Z
u
a
014.410 SS SMS Ab Steel 16• yS .050' Yee C)FROM TABLE 2A,6 ANCHORS ARE REQUIRED IN EACH JAMB.
A653 Stud Or.33 16' Sir .015'16 G. Yes tO,S 11 I 1
D 2.69 Conaste i' 4- 1314• Yes 10.6'
2.69 Concrete 2-t/2• 4' 13Ir ym D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. 5`ONY LYNNM
1/4'steel UtroconHollow Block 2-U7 S Yes
F91ed Block 2-1l7 4' IW" Yas E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. / 1 '��••'vGEN qF•��(_
3.39 Concrete 1' It.
1314' Y. 61' I , _ '•�
1/4'410 SS No.58705
3.39 Contra. 2-717 r /• Yes f)PER RULES ON SHEET 2.INSTALL 1
CreleFles Mderiel hart Fr Min.F.
_
Ilolkw Bock 2-1/7 r t-t/4• Yes ADDITIONAL ANCHOR ON THE FRAME _
3.9 Concrete 1-1/4• 5' 13/4• No ASSEMBLY TUBE SIDE OF THE FIXED Steel Screw 92 ksi 121 ksi — _
8178^steel latrecan Hollow Block 3AIS' 5' 1-1/4• No CASEMENT(HEAD&SILL). 410 Screw 90 ksi 110 ksi
Filled Block 2-1/7 5' 1.314' No
1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAW ONE OF Elcoico Cree 755 ksi 177 ks J-
THE ANCHOR GROUPS ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER 410 SS Elto CreteRal® 127.4 ksi 1897 ksiF<OR1DP. \?�
608375 Alunkxlm 16 ksi 22 ksf '�r,stS/ NG��
FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL. A36 Steel 38 ksi 58 ksi �iA ON'IAL k5`
2)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. Gr.33 Steel Stud 33 ksi 45 ksi �— 28" {•� 13'+ 13'�{ q.LYNN MILLER.P.E.
3)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. 34'
4)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 KSI. v.E.#50705
FOR GLASS TYPES:
)T4a31;c•T Rsv1sE?
TABLE 5: 4.cnmlxyirg-th the Horidh
Deegn Presawa ipso for slop.windows.All Anchor Grope 1)5/16"LAM I(1/8 AN-.090"PVB-118 AN) t3ccept,Cude
O Wind-WidthA 4p encs 4o 00014 "ID�g
'PVB•=TROSIFO&PVB BY KURARAY AMERICA,INC. lagnratio0
wlDate {.t7
uMer 23• 2515178" Z7-7/6• 30$4• 37F+70t.
37• 41• 53118• BP
weer 23• .701-90 .700-90 +700-90 'TO/-90 +701.90 +701-90 .701-0 .701-90 +701-90 $7
z51s1a +700-90 +700.90 .701-e9 700-90 700-90 ,700098 +700-eo ,700-9B ,7o eB hlim aePuauConvns
39' ala-90 .700-90 4701-90 +700-90 +701-90 +70A 00 ala-00 ala-81.1 +ro-71.2 SEE SHEETS i
50$8• .701-90 +700.90 +7d-0 a%0 +701-90 +NM2 +700-77.9 &4 FOR
80' ,701-90 +701-90 .700.90 +700-00.5 +701-83.7 +700-74.3 WINDOW WINDOW
ST .700-9D .701-80 +700-90 +-1 +700-79A +700-T0.1 HEIGHT ANCHOR of V5T +701-90 +7w-90 +700-83.5 +701-76.3 :700 A LOCATIONS
72• ,Tof-90 +70047.2 +700-77A +/.W.3 +L WA I AND
78' .700-90 +700-&l.e +700.75.2 H-e5Y�I QUANTITIES. J
et• 0070/-0 ala-00.4 +701-70.8 Cn
O
< Cl)
C1 0 a
TABLE 6: _
W Z o�
Desgn Pre um AIflalr wirdays Altethedlos VedIcWFrane Asceroay Tube 1D'MAX. FRAME
I I ASSE M6LY Q
-^ wwd-width i TUBE 0 LL
LL
under 23- 2515'16• 27-7/8• 30004• 3z 9d a+• 5344 600 °� O v) O
Allbllar Group Am MrGW Anchor Grote Anchor Grail Anchor Group AnChar Group Anna Group Anchor Group Group Anchor WINDOW
Grafi Grafi HEIGHT z LJ..l J
A B C D A B CBD A B C&D A B,C&0M+7
B,C&D A B,C&D A B.C&0 A B.0&D All A9 d o
f• urger 29' +70140 1701-W .70040 .ro4D +700-00 *7140 a7p1-W +700-00 +Td9D +70f +701-90 «701-00 +701-00 +7a�0 +70190 +700-00 ,700.90 +700-00 +70080 +701-00 .7W40 ADDITIONAL I� N W
SA 251Y16' +71940 .70040 0 .701-00 +7480 +70040 +70140 +M-9D +70/40 .70-00 +70/40 +700-00 ,70%90 +ro40 +71940 ,70080 .7x80 +70140 +70080 .700-00 .70/80 WINDOW ANCHOR r r
39' .7x80 .701.752+700-W.D +71-00 +id-83.1 .70'-00 +70040 +RU-774 .70/40 +70180 +70/-90 +701-00 +90/-00 .70180 .700-00 +701$7.4 +70140 .7f1'40 70/40 +7x41.1701-71.2WIDTH (4),IF REQ. u�$B• ,ro-nA +117A *160.9 +71-00 +1la +7180 +7x40 H-W.6 +70140 +700-00 +70/61 .roBD *71940 171-73.9 +ro8o +1479 +700410.2 Hd1.2 +700779 61 N11 N-48.9 .1655 +71-00 +/14 +701-06.8 .70/80 +/10.3 +71-80.6 +ro-90 ./-8Sl e70I68.5 +700637 +!11.8 +701-70.6 H158 +71-74.9 SEE SHEETS 1&4 FOR WINDOW ANCHOR O O 067 +168,1 N-46.5ro•7G.B +70040 .701-79.d ./18.0 +701-75.6 +114.1 +71-A.t LOCATIONS AND QUANTITIES.SEE SPIFFY (n Z
3 FOR ANY ADDITIONAL ANCHORS Y Y LLL
REQUIRED FOR THE FRAME ASSEMBLY (n (n O
TUBE. O O Z _
�Q m�0 in
Z Q
TABLE 7: 4
o �
Design Pressure(pso for Windows Attached to a Hort-hil Frame Assembly Tube L
BWindow Width FRAME
WINDOW ASSEMBLY m
under 23.2515118• 27-Ile' 30314' 37 34' 37' 46' 53718• 80• HEIGHT TUBE I • o N$ �
KAn�W Anchor Anchor Anchor Anchor Anchor Gray Anchor Group Anchor Group Anchor Group Anchor Gray On
Grop Group Group Gip 10•MAX
p j o
All All AN AN A B C&D A B C&D A B C D A B C D A B C D Ohm LS j
under 23' +70140 +70140 .70/-90 .74-90 +70160 .701-08.2 .70/80 .70180 «700-79.2 +7140 +701-79.5 +/13.7 +701-76.3 +7180 +168.9 +/-55.2 +/l8 +701-0 +Ili +l♦0.9 +/58.8 +701-00 x e a
251L78' +700-0 .7x40 +700-0 +7x40 +70180 +70/80 .70140 +70117.5 +700-0 +ro4o +70/-70.5 +70080 0070140 +70080 Hl1 +70/40 +Talo +7x60 +f14 +70016.8 ,701.0 «700-0 ADDITID v 40
39• +701-0 +701-90 +71-0 .70040 +70140 .700-00 +70140 +70117.4 +701-0 +70140 +700-70.3+71-76.1 +70169.9 +70140 +110.7 +/16.1 .700-77.8+701-81.1 +/-44.9 +/17.8 +/40.9 +700-71.2 I WINDOW I ANCHOR
565/8' +700-90 +70140 +70140 +71-90 +700-85.5 +70060 +70140 +701-78.6«701-88.2+7x18.2 +/43.2 +700-77.9.701-77,9+700-77.9 WIDTH IF (4),IF REO. o w
oZ
80' +700-0 +70140 +701-88.5+701-83.7+701-79.6+701-70.8+700-TBA+700-74.3+701-74.3+7x-74.83• +701-90 +70140 +70112.3+700-79A+700-758+700-75.6 ala-76.6+701-70.1 +TI9-70.1 +701-70.1
61 +700-90 +700-0 +7x13.6+7x78.3+700-724 +119.4 +r-.4 +l-09.4 SEE SHEETS 1&4 FOR WINDOW ANCHOR
77 +70/40 +70011.2+700-77.4 +169.3 +145.4 LOCATIONS AND QUANTITIES.SEE SHEET ���
1
i
7e +7x 90 K7'01-1110.41+701-7011
7 +700-700.2 .f66 3 FOR ANY ADDITIONAL ANCHORS `�,��pNY LYIy�yM
REQUIRED FOR THE FRAME ASSEMBLY 3 I,IGEN,$F'•.�(_
84• 170040 +70110.4+700-70.8 TUBE. `:• ��
*: No.58705
'ONAL�```��`
NOTES: .
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. n�CJNN IAiLIL�R P.E
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#58705
TABLES: FOR GLASS TYPES:
PRODUCT REViSfiD
2 7/16"LAMI 3/16"AN-.090"SG-3/16"AN` �amptnnswit&dteYler�
O
Design Preceue(psQ�Single Wlntlow4,All Arclnr Grog. � � 1 Bui{dmg Code
VVWd-Wroth AoceplAncoNo� 'a6i4.�
"SG"=SENTRYGLAS�Y KURARAY AMERICA,INC. F.spisa'
miler 23' 2515/16' 27-7/8• 343/4' 1 37 34' 3T 440 531/8" 60/
vrtler 23" +90,-130 +9x-138 .9x-130 +90,-13D +90/-130 +90,-130 +90/-130 +9x-130 .9x.130 +90/-130 G�
2515116' +901-13D +Ba-130 +1013() +9x-130 .901-130 +90,-130 .90/-130 +90,-130 .90/.130 +901-130 ,f.,•''''(Cde 47t,ducl Caltrgt
ttt39• +90,-130 +90,-130 +90/-130 +0/-130 +90/-130 +90,-130 .90/-130 +90,-130 +9x-130 +90,-128.8
54516' +90/-130 .80/-130 +9x-130 +9x-130 +90,-130 +90,-130 .90,-130 +80/-130 SEE SHEETS 1
&4 FOR
60" .90f.130 +01-130 .8x-130 +9x-130 +90/-130 +90,-130M-130
WINDOW WINDOW
83' +901130 ,9x1130 +901-190 +90,-130 +901-73D .9x-730 +901-728.8 HEIGHT ANCHOR
67" +0/-130 +90/-130 +M-130 +01-130 +9x-13D +90/-130 LOCATIONS
72 +901-130 +9x-130 0/M-130 +91YA30 +9x-130 AND
78" +9x-130 *90,-t 30 +9x-130 +90,1130 _WINDOW� QUANTITIES.
B4' +9x-130 +90,-130 +90/-130 WIDTH w O
_j LLJ
o
0 O
TABLE 9: LLJ z °6 0
o
Desltn P.-(pe0 Mr Wind-AtlestMB b e Ver8ue1 Fame Assembly Tube
Window w1591 SEE SHEETS 1&4 Q _ r
10'MAX ASSEMBLY FOR WINDOW Q '^
Wnx 23' 25-15/16' 27-7/6' 3 4' 32' 34' 37' 46' 331/8' 60" ASSEMBLY
ANCHOR a C V LL
A.11.Group AmW Gray Anoba Gray Anchor Group Anchor Gray Amba Group Aneha Group Grew A roup Arwt P LOCATIONSAITI .S D _„ V O
Getup Getup Gaup QUANTITIES.SEE 12 LL.) u CO
A 8 C ❑ A B C&D A B C&D A B,CBD A B.0&D A B,CBD A B C&D A5 AN At WINDOW SHEET 3 FOR ANY a Q
under23' ,7xm +701-90 ,70,-90 +701-90 +70/-0 +701-90 ,7am ,74-90 .70/-90 +70140 +701-90 +7x-9D +70140 +7am •70,40 +7x40 +701-90 .lam +70,-W +7x40 •7am +70,40 HEIGHT ADDITIONAL (Vj w
25-15116- +7am +7am +70,-90 +70/-0 .70140 +7MW +70/-0 +70,.0 +7am +70,-90 +70/-90 +7x-0 ,7xm +Ta40 ,7am .7am +7am .7am .7am +7am .7am .7xm ANCHORS \ r
WINDOW ADDITIONAL REQUIRED FOR LU
39' ,Tam .Ta-75.2+7x-09.9 +701-90 +70/-90 .7am ,70/-90 +7am +70/-90 +70/-BO .70/-BO .70,-8D .7am +7lYm +7xm .70/-90 .7am •7am +70'40 .7am +7(v-N0 ,7am THE FRAME 04 O a:~
503/8' •7x-723 ,/37.9 +/419.3 •70,190 +7440 +7am +7am +7x"A +701-0 +70/40 +701-81 +7017 +7x-77.9 +7x7 ,70033 +7x40 •7x-89.8 +7xm +7am +7am ANCHOR Z
WIDTH ASSEMBLYTUBE. u lf) :;00
60/ +/-81 +148.9 +/58.5 +701-0 .7x41.1 +7x40.6 •7x-90 +70/-75.5+70/40.8 +70,7 .138.4 +7x-0 +/-85.7 +70/-9D +131.8 •70,-0 +70,-75.8 +7am +7xm -6 CD - O Q) O
83" +/-58.1 048.5 +135.7 +7x-88.7+70/-77.2+701-02.5 +70/-90 +701-71.9•70/45.8 +70,40 +1$5.1 +70/-90 +/-82.6 +7017 +/-50.9 +70/40 +7x-72.2•70/-86.1 +Ta-0 () 0
W z
U) � LL 3 v
O Oz
C7
z
*W (n . .
00 400 �U) "� 110/
TABLE 10:
Q
DmIgl Pressure Ipso for W IMbes AtWre0 t0 a HoMo tal Frame Assembly Tithe o ~ to
L
W9H101v WIrlI1 FRAME
uncle,23"2'.1'J76' T7-7/6" 305IM 32 34' 37' 46' 53-UW �' WINDOW ASSEMBLY
0
Archy Ancha Anrhor AM110r HEIGHT TUBE
Amhor
Anchor Group Anchor Grail Anna G8ep Amha GmW An[ha croup �a
Getup Group Grasp Crap Group
All AN All NI AN A 0 I C&D A B C&D5.70/42
B C D A e C D A B C D KADDITIONAL
"MAX. Q 1
0
urOet Zr +7xm +7xm .7017 +7am +70140 +7010 +701462 +70/40 .70,-0 +701.793 .?WVW .143.7 +70/-76.3 +7x7 +136.9 +/552 +/-86 .70140 5,41 +148.9 +1585 +70/40 Zw pW a
2515,16" +70140 .70,40 .7040 +70140 +7xm +7am .7am +7am +70/-0 +7x.0 +70140 +7am .7am +701-0 +70,-M.3 +7am +7xm +Alm +/47.5 +7x-86.6 .70140 +70140 TU it2� .7am .7am .7x7 ,7am +70140 .7x-0 +7am +7am .701-90 +7am +7am +7am .7017 .70/-0 .70/-71 .701-813 +7xm .70140 .1429 +7b-72 +7bffi2 +7xm F Z y o
r 50516" +7am +70140 .70/-00 +7am +70140 +7x-90 .7 .90 +70140 +70/-0 +7x40 .70140 +70/40 .7am +70/-0 WINDOW I ANCHOR >
x w +7am .7bm .7x-90 +7am .7am +70V-S) .7am +70140 +7b-90 +7am +7am y1 WIDTH 1'~ (4),IF REQ. Z w
U
6S .70040 .7dm .74+7(V�OWI +70140 •7x-0 .7am +70/40 +7am +70140 +70140
67' +7am .7am .7 .7am +70'40 .7x40 +7xm77 .7am ,5,/m 7 +7xm SEE SHEETS 1&4 FOR WINDOW ANCHORLYN7S +7am •70140 +7LOCATIONS AND QUANTITIES.SEE SHEET � Q Yfir +70040 7am a 3 FOR ANY ADDITIONAL ANCHORS ^��'� . C(GENSF •'<<���
REQUIRED FOR THE FRAME ASSEMBLY
TUBE. ,* NO.58705 *-T'rST TE !V
'•.F(ORIOP.
NOTES: ONA1L ENG;
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYN�IA�ILLER`PE.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.458705
FOR GLASS TYPES: p�ODUI-T REVISED
TABLE 11;
De4lpn Praa.e(7a/Ion 5inp14 Wrrd w.All Archon Gr vs 3)7/8"LAMI.IG(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) tic; ;la ane FlOr "
Aoc4Dlar t�0/O l I' 61 21U
wlydow Width 'PVB'�TROSIFOL BY KURARAY AMERICA,INC. 1n;te Ty>at �.��
unOr 23' 25.1915 27.7/8• 30.3/4• 32• 34' 3T 45 53118' 60'
.der 23 +7D190 +70190 +70190 +701-90 +70190 +719-90 +70r-90 +701.0 +701W +701-90 13Y - \
2515115 +70/-W .701-90 +70/.00 +701-W +701-90 +70190 +701-W +701-90 +701-W +70/-90 Miami r rr..r Cro%7•M J
39` +ro-W +701-W +ro-W +701-90 +70/-W +70190 +701.90 .7010 +70/-03.2 +70/.73.1
5055 +ro-90 +701 W +70/-90 .701-90 +ro-W +701-90 +701-90 .70/40 SEE SHEETS t
65 +701-W +701-W +701-W +7a-0B.8 .ra65.8 +ra41.7 +ro-782 8 4 FOR
WINDOW WINDOW
63' +70190 .ro-W .?W.OD +ro64A ♦ro41.S +ro-n.5 +ra-71.9 HEIGHT ANCHOR �� U
6T +701-90 +701-90 +701-06.8 +70/-78.3 +701-75.3 +701-712 LOCATIONS
77 +m-90 +70189.5 .70/-79.4 +701-71.1 +1-67.1 T AND
75 .701-r0_ +796&8 +701 n2 +108.8 T _WINDOw� QUANTITIES.
K +701-90 +70%825 +ra-727 I WIDTH (n J
O
ULI
m }�
< €
c Ito
TABLE 12: W Z 06 6
Daps Plass(p40 for W9dow4 Attach4d to•VaNtal F.-A.-bly Tub. 10'MAX. FRAME ~ c tr 1
Wlrmn NlQa I ASSEMBLY 0 � J �
m r
vdx 23' 25-1915 27-7/B' 30314' 37 34• 3r 46' 53118• 80' L 7178E c a Uf LL
Amari Group Amhor Group Anchor Group Amhar Group Amhor Group Anchor Group Anchor Group Amhor Group Arch.Group Archon Group
0 i
A B C D A B CAD A B C60 A B,CBD A B.CBD A B,C&D A B,CBD A B,CBD A B,C60 A B,CBD WINDOW w J N
under 23• +7940 +701-9D +701-90 +71940 +7940 +70/40 +70/.90 aro-BO +719-00 .71940 +70/40 +70140 .701-9D +70/-90 +70140 +70/40 .701-90 +70/-90 +ra-90 +7940 +70'40 +70/40 +7940 +70/50 HEIGHT a
{e 25.15115 +70/40 +7010 +7940 .lam 017940 .lam +Taro +70/-00 .7940 ,lam +7940 .701-W +701.90 +ro-W .70/40 +7940 +70I-oo +701-90 .ra-90 +71940 .70'40 +70/40 +7940 .701-BO ~ N W
391 .7a-W .70175.2+7aA0.9 +7940 .701.63.1 +7940 +70140 .ro-n.4 +70/40 .lam +7x40 .701-W +7010 .701-W +7940 +7940 .79474 +7940 .ram +lam +ra41.2.701-032+79.71.0+ra-79.1 I Q N
WINDOW I L( W Z
50.&5 +70/•723 +1-7.9 +149.3 +7x40 +164 +ro-W +7940 ./-59.6 .701-00 +7940 .7018- +lam +701-n.9 +701-W .1fM-Td.3 +7940 +7-07.3 +70-90 .1512 +701-00 WIDTH 1'� (4),IFREQ. N O oZ
or+161 ./�B.s +1-6.5 +70/40 +/-64 +701.886 .701.0 +AWL3 +7a-W.6 .10140 .168.4 .70168.8 .166.7 .ro-85.6 .761.6 +70061.7 +/-&8 .701-762 0
or +1-B.t .14&5 +/-&7 +7a6e.7 +161.5 +m4 f .ra-W H47A +7a-78.9 .7940 .166.1 +70164.4 .1626 .70161.5 .168.9 +ro-77.5 +/-4.t .m-71.9 �O �O � Q N
SEE SHEETS 1&4 FOR WINDOW fn !
ANCHOR LOCATIONS AND QUANTITIES. �[ Y W Z
SEE SHEET 3 FOR ANY ADDITIONAL (n (n
ANCHORS REQUIRED FOR THE FRAME
ASSEMBLY TUBE. O O Z C9 r
0 :cn z :9¢
TAB-1113 c i 0' .W
s g
A-1) 8D �Q
Daip1pma os0trWWaA MtanWtDeHoamal FameAeSMDIYTube
WlOdow Wm FRAME �+ e
umn23.25-1915 9-715 908/C 32 3/' 9T d6' S3-v5 BD' WINDOW ASSEMBLY a'
Archon Arctw Ancon Amhor AMtw HEICHT TUBEI peyo ne� N
Gmrp [ir.q Group 11/910 (trorq Archn Grlerp Ahoh.Grwp Aman Getup ArchorGrolp Amaa Group
NI A9 N NI AI A B C A D A B CAD A B C D A 8 C D A 8 C D 1 K�EtTgNAI
" , O 1 p
umer 29' +lam +70140 +lam +70'40 +70/40 .7040 +7946.2 ♦7940 +7040 +701792 +70/40 .701-79.3 .169.7 +70/-76.9 .lam +1459 +/-0S 2 +168 .70140 7041 0148 9 ./-B.5 .70/40
21-1915 .70140 +70140 +7am +70040 .70140 .7040 .7940 +7940 +70167.6 +70'40 +71940 .701-705 +7&40 +7040 +70-W .161 +lam .70-00 .7040 .164 .70/46.6 +lam +7040 =uv
U_ k
3P .7040 .7940 +70-00 +7040 ♦7040 +70'-90 +70/40 .70,40 +701-874 +7&40 +70140 +701-703+70/-75.1+7V.W69 +7040 +1-07 +1651 +401-778.70/63.2 +/44.9 H-7.6 +/680 +ra-73.1 50.&5 +7040 +70/40 +7040 +70140 .70-00 +701655 +lam +70140 .70149.8 +70140 +lam 7049.2 +lam +70/40 +lam WINDOW I NCHC, i
60• .7040 +lam +lam +711/488+701.656+70141.1+7041 1+71147.7+A1-75.8.701-76.2+70/-762 ~'1 WIDTH f'~ (4�IF REO.
U
69' +7940 .70/40 +70140 +7W-6441.701-6151+701-775. .ro-n.5.70/-T7.5+701-71.9+70.71.9+701.71 9
67r +7040 +70/40 +70/45.8+71V-71131.71Y-75,31+701.71.2
72 +7940 .7.49.5+70179.4.ra-71t +1671 SEE SHEETS 1&4 FOR WINDOW ANCHOR ,% OV LYNq/
75 .7.40 .70146.8+701-77.2 +/666 LOCATIONS AND QUANTITIES.SEE SHEET `�`�� •.........
8< +70140 .701826+701727 3 FOR ANY ADDITIONAL ANCHORS L10EN •.C
REQUIRED FOR THE FRAME ASSEMBLY ,
TUBE. _* No.58705
SO.'..
",,'ONAL ENG`•
NOTES: //777 I 111'
1)SFFF SHEET 4 FOR ADDITIONAL SAMPLE C.ONFIGURATIGNIS. A LYNN I., PE.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PEA58705
FOR GLASS TYPES:
TABLE 14: PRODUCT REVISED
4)7/8e LAMI.IG(1/8"T-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) .wmWY4n6 aah aye FioNaa
Design Pressure(ps0 for Single Wrdww,All Anchor Groupa utwdm9 Cuda 0/14
() Acceptance too '{�^-����yyt�
Wndav Wdlh 'PVR'=TROSIFOL PVB BY KURARAY AMERICA INC. � pwe -4✓p✓
U+70/-W +70/-90
26-15/16' 27-7!8' W V4' 32' 34' 3T 46" 53.1/8• 60'
under 23' +lam +lam +ram +70190 +ro-00 +70/90 -70190 +701.90 +70/40 By
25-15/16" +70190 .lam +70190 +70190 +70140 +701-00 +lam ,70190 +70140 Mi Product
39' +70/40 +tam +70190 +70140 .7&40 +70'90 +7IY90 +701 so +70/-812
51)319' +lam +lam +7(Y 90 +lam ,rom +lam +70/-815,111 SEE SHEETS 1
BY +70190 -ro-00 -70140 +lam +7am +70194.6 8 4 FOR
WINDOW WINDOW
W +lam +lam +lam +lam +701$6.1 +701-79.9 HEIOFIT ANCHOR67' +lam +lam 0170187 +ro93.6 +701-T9.1 LOCATIONS
77 +ro40 +701-06.2 aro-79 +701-74.6 AND
7T +7&40 +7x95.8 +701-7t WINDOWWIDTH QUANTITIES. v84' +70140 +701-00.8 LUco
O
ti
< 0/Q
TABLE 15:
o c� � o
Design Pressure(pal)tar 1Yedowe Macled to a Verbeal Frame Asaemdy Tubs 10'MAX. I� FRAME Z
ASSEMBLY Q J r
m Willow Wdlh TUBE �
unde 23' 2515116" 27-718' 303/4' 32" 34' 37" 46' 5iV6' 80' - c � I LL•
Anchor Group Ancncr Crap Anther Group Antler(roup Anchor Group Anchor Group Anchor Group Anchor Group A.hw Group Grier W INDOW `" J O
Group HEIGHT w u CO
A B C D A B CAD A B CAD A B,CA,D A B,CaD A B,CAD A 8,C&D A B CAD A B.CAD All d
* uMe 23' .701-90 .lam +701-BO +rom +ro-W .lam .lam +701.90 +lam .lam .70140 +7&-90 +701-90 +701-90 +701-W +701.90 .701-90 .lam .701-90 .lam .lam +7&40 +ro-90 +701-90 ADDITIONAL f` CN LLJ
26-1SN6" ♦701-BO +7&m ala-80 ♦lam ♦lam .lam .701-90 +701.90 ♦Wm +701-90 •701-91) +ro-90 +701-90 ♦701-BO E+--,-
m .lam ♦Tam +701-90 +701-90 •lam +701-90 +lam +701-90 +lam WIN / ANCHOR r Q 6
39' ♦701-90 ala-752+7&40.8 +lam .701$3.1 0170140 +7x-90 ,70'-77.4 ala-90 017&-90 +70140 eM-M .lam +lam m .70190 +701-07.4 ♦701-BO +71Y-90 +lam +7&-Bo ally-01.2 +7&-90 +701$1.2 WIDTH (4),IF REO. {� p1) w
N O °Z
SOS'9' +701-72.3 +/87.9 +/-1111.3 .lam «!b4 .70140 .7x-90 +139.01 +70'40 .lam .la$1 ,ro-6o .701-77.9 +101-90 .3 +rom .1873 ,701-90 .701-722.701-1101.9.701411.8 O� 01)er ./81 +148.9 +/-5a.5 +70140 +!34 +711$6.6 ala-90 +/303 0170140.8 .lam .1$9,4 «lam +/015.7 ,701-90 .8 +lam 01!86.9 aro-04.6 SEESHEETS 1&4FORWINDOW -6O 6O fn63' +139.1 */46.5 +1-55.7 ,701-98.7 +!-51.5 +70/82.5 +701-90 +1479 +701-76.8 +lam +/-05.1 +ro-BO +/326 .701-90 .8 .701$8.1 +134.1 +701-79.9 ANCHOR LOCATIONS AND QUANTITIES. (!J Z
SEE SHEET 3 FOR ANY ADDTIONAL Y Y LLJ _
ANCHORS REQUIRED FOR THE FRAME (n (1) O
ASSEMBLY TUBE. O O Z n
Z
mU) .. (n o(D Z sQ
m
TABLE 16: w x ' o LLl o 3 \
T O 0 Q
Design pressure TAM W InaaVS Nta hC410 a Hd20r191 Frame A4¢endy Tube 1 -
e WlnOpw WId16 1- FRAM
urger 23"25-15'16" 27-710" 30514" 32' 3/' 37" 46' 53-116" 60' WINDOW ASSEMBLY Z N m
Arc hor wrcror Mchor Arctltt Arcncr Anc9ar Group MChX Group Andra/Gawp Archer Glocp Anchx Gmp HEIGHT TIIHEI
Grail Group Gwp Gray Group
NI 706 NI All All A B CAD A B CAD A B C D A B C D A B C D 10'MAX. 401 S
unar 23' +ram +lam +lam ,70140 +70/40 •7040V.701-86 •7x40 .70'40 +701-79.2 .70/4 .M.795 +/637 ,701-763 +lam .1899 .1852 +186 +70140 +181 +1489 •/385 +lam2e2515'1x' +lam +70140 +7&-90 +701-01) .70140 .701-l1) .ro4 +70I$76 +7&-00 .lam ,701-705 .70140 .7014 ,70140 +/E1 +7(140 -70(40 +70/40 +184 .7&-06.6 .7&40 .711/40 U V,� i
39' +lam +lam +70140 +70140 .7x40 +7&40 .lam ,70/$74 .lam .70/40 .7&.703.701-7x.1.701-01)9 .rom .1$09 ./$5.1 .701-776 .7CUm .144.9 .,57s ,/$8.9 .ro$t.z Aowno 503/6' +70(40 .lam •701-90 +70140 +7x40 .70/85.5 «lam -701$9.6 .70040 .70140 +701.722+701-116.9+701-09.9.701$89 WINDOW ANCHOR�1 WIDTH F (4),IF REQ.60' +lam .7014 +70140 +lam +7&-07.6 +70190 0170!4 .111!84.6 +7&$46+701-04.6.70'40 +70140 +7014 +70/-06.1 .711ffi.1.701-799 .70,79.9+701-79.9.7&-90 +701$7 «70183.6+701-79.1 •701-791 111 I it
l2 .lam +ro40 +70/882 a&-n +7&-74 6 SEE SHEETS 1&4 FOR WINDOW ANCHOR ��
7C .70140 .7&40 .70!85.6 017&-7t HEFEI- LOCATIONS AND QUANTITIES.SEE SHEET \ N�LYNiyM�
e< •71140 .lam .70!$08 3 FOR ANY ADDITIONAL ANCHORS1)CEN,gF'•.
REQUIRED FOR THE FRAME ASSEMBLY � ��• '.P
TUBE. _*: No.58705
STATE OF '
FS• G
NOTES:
111111111/
1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER P.E.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.N 58705
FOR GLASS TYPES:
TABLE 17: YROMICT REVIS60
onlgi Preaaue(peg for Single Windom,al Anchor Groupe 5)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SG-3/16"AN) •>y=®1�1PIn++a�* �'
13uildnlg Cede
0 Wind-Width 6)7/8"LAML IG:(3/16"T-1/4"AIR-3/16"AN-.090"SG 3/16"AN) e1'D jD
urcler 23'1 2&15116" 27.718' 3&0,11 37 34" 37" 46" 53-1/8' 90• Expire DYe
u r23' +90,-130 1+90,-130 +901-130 +90,-130 +90,-130 +90/-130 +90,-130 +90,-130 .901-130 +90,-130 "SG"=SENTRYGLAS Y KURARAY AMERICA,INC.
25.15116" +90,-130 +901-130 +90/-130 +90,-130 +90,-130 +90,-130 +9a-130 +80,-130 +90/-130 +W-130 BY
39' +90,-130 +9&-130 +901-130 +90/-130 +90,-130 +90/-130 +90,-130 +90/-130 +90/-730 ,W-130 h4i m.l _ +a'Lrx`t C-9FIC'01�
09F +90,-130 +90,-730 +90,-130 +901-130 +901-130 +90,-130 +90,-730 +90,430
mr +90,-130 +90,-130 +90,-130 +901 +1111 +90,-130 +90,-730 SEE SHEETS 1
63' x90/-130 +90,-130 +90,-130 +90,.130 +Ba-130 +90,-130 +901-130 5 4 FOR
67" +90,-130 +90,-130 +90,-130 +90,-130 +90,-130 +901-730 WINDOW WINDOW 2 V
77 +90,.130 ,90,-130 +900.130 +90,-130 +90,-130 HEIGHT ANCHOR
78' +91Y-130
0,e• +9a-130 ,90,-1130 .
LOCATIONS TONS30, 30
.
n J
90,13 _WN�H�I AN
W
QUANTITIES. J W
IM
< 0,Q
o o
TABLE 18: W Z O6 0
De919n Pl (paq 11,Wrgo-Alt..W to a VM(kal Frame Aaaembly Tube 10"MAX. FRAME I-_ 2
ASSEMBLY Q J
Willow wean TUBE
rrtler23' 2&15/18' 27-7/r 3aa4" 37 39' 37" 46• 53.116" 80' = d
Anchor Anchor Anchor u"
rc
AmW Group Anchor Group Ancnw Grail Anchor G.W Anchor Group Ahon Groep AwW Group Group � � WINDOW a J v O
HEIGHT I ¢ O
A B C D A B C&D A B CBD A B,C&D A B,CBD A B.CBD A B CBD All AN A9 d
uMw 23' .m40 ,70,-0 +m8) .m-eD ,70,-w +m40 .70,-W +ro40 ,70,40 +m•90 +m-90 .moo .70,-90 .m-90 +m-90 .ro40 +70,-90 +70,-w +m-w .70,-w .70,-w .7oF90 AlblrroNAL N W
2&15'16" +7G/-9D +70,-w +70,-w .ro-90 +70,-90 +70,.90 +m-w +M40 +70,-90 +ro-90 +70,-90 +ro40 +m-90 +701.90 .m-90 .m-90 +70,-90 +m-90 aro-90 .m-90 +70,-90 +70,40 WINDOW ANCHOR LLI
0 (n
3w +m-9D ,70,-76.2+70,-89.9 +m-90 +70,-w +70,-90 +70,-90 +m-w +70,-90 +70,-w +70,-90 +m-90 a7a-90 +70,-90 +70,-90 +70,-90 -701-OD +70,-90 +m-w .m-w ,7ol.w ,70,-w --� wlohi (4).IF REO. N O "Z
50,616• +m-72.3 +1-57.9 al-W.3 .70,-0 +ro-w *m-90 +m-90 +70,-99.4 +m-90 .m-90 +ro-81 +m-90 +m-77.9 +70,-90 +70,-73.3 +701-90 am-89.8 +70,-90 .m40 +ro-90 0 u5 u O D Q Z
60' +/d1 +/-48.9 +/58.5 .70,-90 +m-61.11+m-86-6 +m-w +m-75.5+m408 +70,-90 +1-08.4 +m-90 +1-85.7 +701-90 +191.8 +70,-w aia-75.8 .70,40 .m40 SEE SHEETS 1 8 4 FOR WINDOW n O j O U Q
63' +136.1 +1-46.5 +/36.7 +m48.7+ro-77.2+m-825 +70,-90 +ro-71.9,m-78.8 +70,-90 +/85.1 +m-90 +182.6 +ro-90 ./58.9 +m-90 + 22.2 +70,-970.7 +m-w ANCHOR LOCATIONS AND QUANTITIES. Z
SEE SHEET 3 FOR ANY ADDITIONAL Y Y
ANCHORS REQUIRED FOR THE FRAME 05 � O
a )
ASSEMBLY TUBE.
Z
a( U) .0Z 10 0 t U5 �Q
TABLE 19: a n W
Q -
DaIgn Po,;wm li or W knoo-Atter red b a Hollo tal Frame Assembly Tube
W lnaFRAME
w lMM 60, WINDOW ASSEMBLY ?v1
HEIGHT TU •
unoC 23"25-15'16• Z7.7iB' 303/4" 32' 34" 37" 46' 531/8"
El Arc KT Arc hon Arches Arch Arc11oI �rNo r
Glop G1ap GnvD Crap Gmtp Mcnw GrWD Mcnw Group Mctlor GlWD Arttnr Grail Arches(#Wil me R
All All All NI All A B C 8 D A B C 8 D A B C I D A B C D A B C D 311MAX 0,undr 23" .70,-90 .moo +701-00 +70,-90 +m40 +7040 +701462 .70140 +70,-w +70-92 +m40 +m-795 ./897 +70,-769 +70(-90 +669 +/352 +/b6 +70/40 N81 +1489 +1885 +701-002&151W +70140 +m40 +701-00 +70,.0 +m40 +70,-90 +70/81 +70140 ,70-w +m4D +m40 .m48.1 +m-9D +m40 ,71140 +70,-76.3 .m-90 +701-90 +70140 NE75 +m-866 ♦70/-00 .70/-003V +70,40 .m40 +70,40 +7014] +m40 +7040 +70,8! ♦70140 +70,81 +70040 +AV40 +70,82 +70,81 +701-00 +70,-90 .m-71 .70,413 +70,.90 +m40 +14629 +7(Y +70,-862 +70/ DITK)Wd'9 +70,.0 +70,40 +701-0 +70'4D .m40 +7081 +7&40 +m40 +70,-w +m40 +m-00 +m-0D +70'40 +m4D +70,40 I WINDOW I NCHOR
6T +70140 +m40 +70/-90 +71181 +ro4o +71140 +70,40 +701401:+70181 +m-0 +70,40 -"1 WIDTH I'�- (4).IF REO. Z W
O U
63' +7040 +m-90 +701M +7&40 +moo +70/-90 +70/40 +m40 +70,81 +70/4D +70140
67' +70,81 +70/40 .701 .70/81 +moo +701-w +70,40 +m40
77 .70,40 +701-GO +70,40 .70,40 .m40 SEE SHEETS 1&4 FOR WINDOW ANCHOR \�5 LYNIV
76' N0,40 +m40 +7&-90 N114D LOCATIONS AND QUANTITIES.SEE SHEET �QN.. •• -.. /(f�
64• +70,81 +70140 701-9013 FOR ANY ADDITIONAL ANCHORS ``�'t•-••_%CENSF '•���'�
REQUIRED FOR THE FRAME ASSEMBLY Q•: •.
TUBE. No.58705 '•• *=_
0.-
t27E �.
��i
' S/ONAL.6� `
NOTES: 11111
PL11
1)SEE SHEET 4 FOR ADDITIONAL SAME CONFIGURATIONS. A.LYNN MILLER.P.E.
2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
P.E.p SB705
TABLE 20:
Item Dwg.# Description Mat
1 7002 Main Frame Head,Sill&Jamb 6063-T6 Alum. ALL DETAILS SHOWN FROM THE INTERIOR
2 7071 Anchor Plate 6063-76 Alum.
3 7003 Sash Top,Bottom&Side Rail 6063-T6 Alum.
4 7008 Frame Corner Key Steel
5 7009 Sash Corner Key Steel AS REQUIRED PER 2
Vinyl Foam TABLE 3,SHEET 4
6 7078 Frame Gasket Y 1
7 7072 Sash Corner Gasket Vinyl Foam —
8 7070 Bulb Weatherstrip,187"x.275" Flex PVC 70 \g)
10 7024 Maxim Multi-Point Lock Steel
11 7026 Lock Support Plate Steel
12 7014 Multi-Lock Keeper Steel
13 7013 Tie Bar Guide Nylon b
14 7015 Tie Bar Assembly Steel or SS
16 7029 Maxim Projected Operator Steel
7
17 7030 Operator Gasket Vinyl Foam
18 7031 Operator Backing Plate Steel
19 7051 Operator SacerBlock Nylon 3
21 7034 Operator Track&Slider Steel
22 7023 Projected Hine Manuf.by Truth Steel
24 Snubber,Anti-blowout ClipSteel 5
32 1 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM
33 1 1714 Setting Block 5/32"x 7/16"x 1-1/4" EPDM
35 7036 Bead B 6063-T6 Alum. 85
36 7042 Bead C 6063-T6 Alum.
37 7059 Bead D 6063-T6 Alum.
38 1224 Vinyl Bulb Wst (Thick) Flex PVC 70
39 1225 Vinyl Bulb Wstp Thin Flex PVC 70
50 Dow 899 Silicon Backbeddingb
60 7006 Screen Frame 3105-H14 Alum.
6
61 7040 Screen Corner Key Polypropolene
I 0
62 Screen Cloth Fiberglass
63 1635 Screens line EM.PVC 4 INTERIOR
64 320 Casement Screen Spring Stainless Steel
70 134 Add-on Flange 6063-76 Alum.
71 7004 Frame Assy Tube 6063-T6 Alum. PRODUCT REVISED
72 Maxim Pivot Slider Assembly steel Bumplyide th the Florida
80 #8-32 x 1/2"Ph.Pn.Mach.Scr TYPE B Stainless Steel 86 Aaoepi10t f i4'
3
81 1157 1#8 x 1/2"Ph.Pn.SMS Stainless Steel
Revised By: Date: Revision
82 1#8x 5/8" Ph.SMS Stainless Steel `��``0t kl(LYNN �4' JR 05/25/17 NO CHANGES THIS SHEET. M
83 #8 x 7/8"F.H.Ph.SMS Stainless Steel 1W,L10ENgF ti �
(C Revised ay note: Revision
84 #8 x 1"Fl.Ph.TEK Stainless Steel '
85 #8 x 1"Quad Pn SMS Stainless Steel _*: No.58705
86 #8X 1-1/2"Quad Pn SMS Stainless Steel _ ® Description Drown By:
87 #10x1/2"Ph.Pn./TEK Stainless steel "� ' Mf
BOM AND CORNER VIEW J ROSOWSKI
' 1070 TECHNOLOGY DRNE
89 #10 24 x 9/16 PI1.P0.TYPE F Stainless Steel 'O� '• DP_.-'' ��� N. VENICE. FL 34275 Title: Dote:
90 #12x 1"Ph.Pn.TEK stainless steel F C� (s41> aeo-1soD AWNING WINDOW DETAILS-LM&SM 08/08/12
I/,,1I/,,N,,AL``EN`` PG7 IIOU87RF3.W. Se/ies/Model: Scale: Sheet D/awing No. Rev:
A.LYMlI(I&W P.E. n ROM RESERVED AW-740 NTS 10 OF 11 1 MD-AW740LM C
P.E.#587D5 CERT. OF AUTH. #29296
062" 43 _
NOM. c 434'
HOT-MELT BUM � .125'SILICONE
STRUCTURAL 2.918'
STRUCTURAL SILICONE 3/16"NOM. .439' --� NOM. 2.701"
POLYISOBUTYLENE 1/4"NOM. FOAM
WFrH 082'
WITH DESICCANT DESICCANT 1.159'
2.139'
EXT.GLASS EXT.GLASS
2.784'
.093"
OFRAME HEAD, 3 SASH TOP, 71 FRAME
SILL&JAMB O BOTTOM&SIDE ASSEMBLY TUBE
INT.GLASS INT.GLASS #7002,6063-T6 #7003,6063-T6 #7004,6063-T6
1� KODISPACE101 SUPER 1.3W
4SG TPS &SPACERSNXT"M 1 .040" 1.000 .050•
1 —�.441• 1.18T
j .423' IL__Jp
ALUMINUM FIXED
REINFORCEMENT POLYISO- DESICCANT FILL AR FJ� ANCHOR PLATE SCREEN FRAME ADDON FLANGE
BUTYLENE 5/16'NOM. O #7071,6063-T6 s� #7006,3105-f-114 70 #134,6063-T6
SM6'NOM. SEAL It
B�YL& SILICONE SEAL
DESICCANT ROLL-FORMED
FOAM STAINLESS STEEL 706„
EXT.GLASS •050' x..--� .527
���
EXT.GLASS
.865' � .a85'
INT.GLASS INT.GLASS L L
BEAD B DURASEAL8 XL EDGETM 3rj 36 42,6 C
103
#7036,6063-T6 #7042,6063-T6
oz
SPACER SPACER
.17z•
Part# Description Material e7o' 'ow
100 Kommeding 4SG TPS Spacer System [-- .569'
101 Quanex Super Spacer nM with Hot Melt Butyl See this BEAD D PRODUCT REVISED
Sheet for 37 us complying with the Florida
102 Quanex Duraseal Spacer #7059,6063-T6 D u
Materials 41C"� 20
103 Cardinal XL Edge Spacer t„I i I t t I w,o. 0
23
REFERENCE TEST REPORTS:FTL-8717,8968&8970 �� Ny�yNH �yi Revised Bp Dote: Revision R
:\\ ?O•V10ENg M �� JR 05/25/17 NO CHANGES THIS SHEET_ M, D„d
-•,�� Re",sed By Dat, Rrvisai
* No.59705
® Description: Drawn By:
yl �; EXTRUSIONS&SPACERS J ROSOWSKI
1070 TECHNOLOGY DRIVE
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