HomeMy WebLinkAboutProduct Approval U� MEASURE DIAGRAM SHEET
W STALL AREA Notes
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DEALER NAME THD AT HOME SERVICES BOX/CRATE ORDER EMAIL SENT
TIME n130,05 SALES CONSULTANT STACYA DEANGELO []YES []NO []YES NO
DATE nat2At2r i7 ORDERED BY
PGT USE
CSR&EXT []TOM V.x21326 []AUCE w.x21343 ORDERED BY PHONE# S.O.#
DEALER# 12228 CITY,STATE SHIP DATE
CUSTOMER We Marcese SHIP TO# SHIP VIA
JOB# 10174405 MDI? []YES []NO LEAD TIME AUTH
Poll IF'NO'INDICATE STANDARDS DESIRED CHECKER'S INITIALS
[]WINGUARD(IMPACT) []ENERGYVUE(NON-IMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO[]YES[]NO
[]REMODEL f NEW CONSTRUCTION WOOD OPENING 012 WOOD SCREW
[]1/4'SS TAPCON []1/4-SS4 CRETEFLEX []CONCRETE OPENING
OPENINGFINISH
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HEIGHT i.'or REV :5-Skatfonary .:HANDING :'.6LATI F or ,:BOTTOM <�'Sciee`ns- :7:MI5C-ITEMS WIDTH HEIGHT
COUNT:.,Ft60M. SERIES#<[CODE j%:FRAME;"INTERIOR' ':EXTERIOR ;'((fn,}. (inij'.�. UI :`I'4t 46 '!I�;STACK,.:Vlewed./rom,the oulslde (RH-or-LH) .' SCULPTURED(S PATTERN =or-;A,LL u:> st -$'Mulls :"CODE .`� (tn.).� -'(in.) UI
1 MEED 5$00 3PNL tri B WH WH !14.00 $$.00 165
F•GBG C ALL 1,1. Sls dard.R.Ied
1 Gross-
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W14T
INSTALLER NOTES:
Job Level MISC(1);PBmdle
I have reviewed and agreed with all Job specifications and the Special Terms&Conditions on(he hack of the yellow(Customer)copy.
Customer Signature
Florida Building Code Online Page 1 of 4
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL242-R21
Application Type Revision
Code Version 2014
Application Status proved
`Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
drua rkgpgti ndustries.com
Authorized Signature Jens Rosowski
j rosowski gpgti nd ustri es.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext21140
j rosows ki gpgtindustries.co m
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory CHorizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202, 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/07/2016
Date Validated 10/17/2016
Date Pending FBC Approval
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7... 5/2/2017
Florida Building Code Online Page 2 of 4
Date Approved 10/17/2016
Summary of Products
FL# Model,Number or Name Description
242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0629 02.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/05/2022
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0629.02.pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.2 HR-510(Impact) WinGuard Vinyl Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 15-0612.14.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/17/2021
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 15-0612.14.odf
Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.3 HR-610(Non-Impact) WinGuard Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.14.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/27/2021
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.14.pdf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details, and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.4 HR-710(Impact) WinGuard Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.13.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/21/2021
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.13.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.5 HR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.10.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/01/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.10.odf
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchortype,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.6 HR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL242 R21 C CAC 16-0714.15.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 11/01/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Miami-Dade County Notice of FL242 R21 11 16-0714.15.12df
Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER
anchorage details,and anchor type,size,and spacing Created by Independent Third Party:
information. Evaluation Reports
Created by Independent Third Party:
242.7 HR-2710M (Impact) 2LT HR-2710M PVC Horizontal Rolling Window
https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7... 5/2/2017
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No.15-0903.10)
2. Drawing No. MD-HR5510-01 titled"Horizontal Roller- LM", sheets 1 through 18 of
18, dated 05/15/15, 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,DuraseO 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 series 5410 and series
5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,
Inc.,Test Report No.FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega,
P.E.
(Submitted under previous NOA No.IS-0903.10)
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 series 5510 PV C
horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc., Test
Report No. FTL-8073,dated 02/18/15, signed and sealed by Idatmis Ortega, P.E.
(Submitted under previous NOA No.I S-0903.10)
Manuel Pere
Product Control Ex min
NOA No.16-0 .17
Expiration Date: September 24,2020
Approval Date: September 01,Z016
E-1 .
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONrnvuED)
4. 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 series 5510 PVC
horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test
Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega,P.E.
(Submitted udder previous NOA No.15-0903.10)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5111
Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No.15-0903.10)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (R.ER).
E. MATERIAL, CERTIFICATIONS
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 Pe .E.
Product Controlxam' er
NOA No. -0 4.17
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 FBC-511 Edition(2014), dated
August 28,2015,issued by manufacturer, signed and scaled by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No.15-0903.10)
2. Statement letter of no financial interest, dated August 28, 2015, issued by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
(Submitted under previous NOA No.15-0903.10)
3. Proposal issued by Product Control, dated 8/27/14 and revised on 9/10/14, signed by
Jaime Gascon,P.E. Supervisor, Product Control Section.
(Submitted under previous NOA No.15-0903.10)
4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016,
signed by Ishaq Chanda, P.E.
E. OTHERS
1. Notice of Acceptance No. 15-0903.10, issued to PGT Industries, Inc. for their
Series"HR-5510"PVC Horizontal Rolling Window-L.M.I., approved on 09/24/15
and expiring on 09/24/20.
Manuel Pe .
Product Controlgam' er
NOA No.It 417
Expiration Date: September 24,2020
Approval Date: September 01,2016
E-3
2-5 ANCHORS,SEE RATING IMPACT RATING
CLUSTER DETAILS SHEET 5
12- 'MAX.D.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE
e*MAX.. B.SEE LEVEL,SEE SHEETS 6-0 IMPACT RESISTANT
SHEET 3 SEE SHEETS
it IF
MAX, 9-16 D SEE 2.5 ANCHORS,SEE CLUSTER
FS�EET4 DETAILS SH 5ET 5 18.94"MAX.O.C.
tl 8,SEE
A SEEMAX.D.C.
SHEET 10'MAX. B*MAX. M SHEET 3
C.SEE
sHrET4j
CE'EE,---- --------.............. -----------
T,
HEE T
6'
-UC
EQUALLY MAX,O.C. MAX 72" E
SPACED SUCK 63"
ANCHORS PER HEIGHT MAX. EQUALLY
TABLES 17-27 1 MAX SPACED MAX.
HEIGHT ANCHORS PER BUCK
TABLES 17-27 HEIGHT
SEE
SHEETS
9-16 1 S.60rC
X MA
x.
jl�= 111 8'MAX. WMAX.
SEESILLI I SEE SILL
DETAILS, WEEPHOLF 4*D.C. 3'MAX SEE SILL
WEEPHOLE 4"O.C. DETAILS, WEEPHOLE 4*D.C.BETWEEN
SHEE7173 BETWEEN SHEE74 BETWEEN DETAILS, 3"MAX.
WEEPHOLES B EPHOLES SHEET3 WEEP7..LES `rF
. 75"MAX.SUCK WIDTH �� 75"MAX.BUCK WIDTH 140"MAX.BUCK WIDTH
ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL ELEVATION FOR TYP.FLANGE FRAME
SHOWN AS OX CONFIGURATION FRAME SHOWN AS OX CONFIGURATION SHOWN AS XOX CONFIGURATION
ANCHORED THROUGH THE NAIL-FIN
STANDARDS USED:
GENERAL NOTES:SERIES 5510 IMPACT RESISTANT HORIZONTAL ROLLER :2014 FLORIDA BUILDING CODE(FSC),STH EDITION
ASTM E1300-09
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). -ANSIIAF&PA NOS-2012 FOR WOOD CONSTRUCTION
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ.THE OUTBOARD LITE(CAP)MUST TEMPERED. -ALUMINUM DESIGN MANUAL,ADM-2010
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 -AISI-5I00-07/S2-20110
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KST PER ANCHOR TYPE.
4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS
DEPICTED AS 2X ARE 1-112"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD SUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GENERAL NOTES.._ 1
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN,EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS......._.......................1
SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME,GLASS&ANCHOR
6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPTIONS .......... 2
7)DESIGN PRESSURES: INSTALLATION,FLANGE&
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. EQUAL LEGtSOX_ 3
S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. INSTALLATION,INTEGRAL FIN
6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN 8 J-CHANNEL................ 4
THE DESIGN OF THIS PRODUCT,THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZING DETAILS........................5
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSUR5S...................6-8
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES............ 9-16
10)REFERENCES:TEST REPORTS FTL-8072,8073&8074;ELCO ULTRACON NOA4 ELCO CRETEFLEX NOAi ELCO AGGRE-GATOR NCA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/UGHTER EXTRUSION PROFILES&BOM....17
SHADES OF CAP COATED PVC EXTRUSION NOA!S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PA NDS&ALUMINUM DESIGN MANUAL I ASSEMBLY
.....................................10
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL, PRODUCT REVISED
as—plyiug with it--Fiend.
Building Code
A�"Ploo.P40
USER INSTRUGTIONS: 1(0-0,A-
of by OcAw
2)KNOWING YOUR FRAME TYPE,WINDOW CONFIGURATION(OX.XO,XOX),SIZE,GLAZING OPTION FROM(TABLE 1)AND
or)/05/16 A)ADDED SPACERS TO
REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING JR
SHEET5.
1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7.
RevisedExpiretwn Dat
, Dole: R-181w:
OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET'6 TO HELP FIND THE APPROPRIATE TABLE. oF
TABLES 6-16(SHEETS 6-8).IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING
3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON SHEET 2 ACCORDING TO THE INSTALLATION
CONDITIONS.
BY.,
4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9-16).VERIFY THE ANCHORISUBSTRATE WILL MEET GENERAL NOTES&ELEVATION J ROSOWSKI
N-dplf—
Drownt .
REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET tV
SET ARE MET.
I
Vie:
5)INSTALL AS PER SHEET 3 FOR FLANGE/EQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FINIJ-CHANNEL INSTALLATION, 1070 TECHNOLOGY DRIVE I
USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. N.VENICE, FL 34275 HORIZONTAL ROLLER-LM
• P.O. BOX 1529 05/15
NOKOMIS;FL 34274 Sefs/Mcde1. Afo�
NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE. A.L*fN*: - 't-%- - S Sheet: Drawng Rar.
N P�E�� 705 A
L INTEGRALF1 OR EQUAL LEWBOX),SEE FIGURES ON SHEET Z. CERT. OFAUTH. #29295 HR-551 0 'N'T' 1 OF 18 MD-HR5510-91
TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE
Glass
Description(Listed from Exterior to Interior) Frame Glass
Typo Types Options Installaflon Substrate Option Detail Sheet
5 718"Laminated LG.:1/8"A Exterior Cap+7/16"AIC Space+,5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVS Interlayer
(see Fig B) (see Table 1) Conditions
6 718"Laminated LG.;118"T Exterior Cap+7116"Air Space+5/16"Laminated;(2)Lites of 118"A Glass with.090"PV8 interlayer Through the -...Into 2X Wood Frame/Buckstrip-sheet 4,option 5
7 7/8"Laminated'LG.:3116"A Exterior Cap+3/8"Air Space+5(16"Laminated;(2)Utes of 1/8"A Glass with.090"PVS Interlayer J Channel 1.4 integral fin...... Into Metal-sheet 4,option B
B 7!B"Laminated LG,:3/16"T Ext.for Cap+318"Air Space+5/16"Laminated;(2)Liles of 1/8"A Glass with,090"PVB Interlayer (#1) Through the frame,...Into 2X Wood Frame/Buckstrip-sheet 4,option 6
o11hs window .-Into Metal-sheet 4,option 7
10 718"Laminated LG.;118"T Exterior Cap+7116"Air Space+5116"Laminated;(2)Lftes of 1t8'H Glass with.090"SG intedayar .Into 2X Wood Fmmar6uckstdp-sheet 3,option i
11 7!8"laminated LG.;3!1611 A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of 1/8"H Glass with.090 SG Interlayer Flange Through the fame....Into Concrele!CMU-shoat 3,option 2
12 7/8"Laminated I.G.:3/16"T Exterior Cap+318"Air Space+5/16"Laminated;(2)Lites of 116"H Glass with.090"SG Interlayer (a2) 1 4 of the window...... •.••through IX Buckstdp Into ConcmtetCMU-sheet 3,option 3
14 7/8"Laminated I.G.-1/8"T Exterior Cap+5116"Air Space+7116"Laminated:(2)Lites Of 3/16'A Glass with.090"SG Interlayer ....Into Metal-sheet 3,option 4
15 718"Laminated I.G.:3116"A Exterior Cap+1/4"Air Space t-7116"Laminated;(2)Lites of 3/16"A Glass with.090"SG Intellayer Through the ...,Into 2X Wood FramelBuckstrip-sheet 4,option 6
16 Laminated I.G.:3/16"T Exterior Cap+114"Air Space+7/16"Laminated;(2)Idles of 3/16"A Glass with.09p"SG Interlayer (#3)Integral Fin 1-4 Integral fn....,. .._into Metal-sheet 4,option 8
Through the frame ...•Into 2X Wood Fremell3mkstrip-sheet 4,option 6
SEE SHEETT 6 6.,TABLE s FOR GLAZINGlDESIGN PRESSURElANGHORAGE INDEX -
of I window...... ....Into Metal-sheet 4,option 7
TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7.11&15 ..,.into 2X Wood Frame/Buckstdp-sheet 3,option 1
MAY NOT BE USED IN THE Box/
Min.Edge Min. Through the fame ...,info Cancrefe/CMU-sheet 3,option 2
Group Anchor Substrate HVHZ ABOVE 30'. Equal-Leg 1-4
Distance Embedment` ! of the window...... ,--,through 1X Buckstdp Into ConeretelCMU-sheet 3,option 3
P.T.Southern Pine(SG=0.55) 7/1 B" 1_(8" .Into Metal-sheet 3,option 4
#10 SMS 'MIN.OF 3 THREADS
(steel,18-6 S.S. Steel,A36" 3/8" 0.050" BEYOND THE METAL
Sleet Stud,A653 Gr.33" 318" 0.0451"(18 Ga.) SUBSTRATE.FOR
Or 410 S.S.) "A"=ANNEALED
/8" 0.050" STEEL STUDS,
P.T.Southern Pine(SG=0.55) 7116" 1-316" MIN.Fu=45 KSI 8 -1 =TEMPERED STRENGTHENED
MIN.Fy=33 KSI. FIGURE B:FRAME TYPES PVB"=.090"BUTACITEO PVB
3116"steel Ultracon Concrete(min.2.85 ks!) 1" 1.318" - 8Y KURARAY AMERICA,INC.
Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 'UNGROUTED CMU`
VALUES MAY BE ,,�
#12 SMS P.T.Southern Pine(SG=0.55) 9116" 1-316" USED FOR GROUTED f 2}E:1
'SG"= INTERLAYER
R BY KU
L,:Ji 0 INTERLAYER t. KURARAY
8 {steel,18-8 5.5. Steel,A36* 3/8" 0.050" CMU APPLICATIONS. AMERICA,INC.
or 410 S.S.) Sleet stud,A653 Gr.33' 318" 0.0451"(18 Ga.) INSTALLATION NOTES SEE SHEETS 3 8 4 FOR ILLUSTRATIONS: BOX OR
Aluminum,,6063-T5" 3/8" 0.063" FLANEQUAL- [�
Concrete(min.2.85 Rai) 1' 1-3(4" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON LEG
C 1/4"Steal Ultracon Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" TABLES 2 8 3,THIS SHEET,FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE
1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1-314' USED ON ANY SIDE OF THE WINDOW. 0
114"steel Ultracon Concrete(min-2.85 ksi) 2-1/2" 1-314" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1' 1-318" 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO
1/4"steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 1-3/4" BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE
D 114"steel CretefleX Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD 1 0 3 0
P.T.Southern Pine(SG=0.55) 1' 1-3/8" BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X
BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY J-CHANNEL INTEGRAL
1/4"steel Aggre-Gator Concrete(min.3.275 ksl) 1-112" 1-318" TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND FIN
1/4"steel A re-Gator P.T.Southern.Pine SG=0.55 1" 1�/8" INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR
99 Grouted CMU,(ASTM C-90) 2" 2^ ARCHITECT OF RECORD.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS .�
TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. o PRODUCT REVISED
as complying with the Florme
GroupAnchor Substrate Mtn.Edge Mtn. Building Cede
Distance Embedment` 4}SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS.P.T.Southern Pine(SG=0.55) 3/B" 2-7/18" Revision:
Acctp;nncctda/�i'r7 �}• f7_.
Revised Sr.y: Datrrotion Dslc 2[J 1'17
E 2-1t2 x,131"Common Nail �avvv�/ r
2-112"Ping-shank Roofing Nail P.T.Southern Pine(SG=0.55) 318" 2-7116"
P.T.Southern Pine(SG=0.55) 112" 1-3111" Revised 8y: Dab: Re»elan: Mian+De o Praduct n
#10 Tmsshead SMS Aluminum,6063-TS' 3/8" 0.050" - '
(steel,18-8 S.S. Sleet Stud,Gr-33' 318 0.0451"(18 Ga.) .
or 410 S.S.) ® Description: Drown B!';
F Steel,A36' 318" 0.050" MIN.oF3 �C / rr(( GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
THREADS BEYOND b l`f I b..••.;'.
P.T,Southern Pine(SG=0.55) 9116" 1�l8" THE METAL
#12 SMS .' 1070 TECHNOLOGY DRIVE 77Ue: Dote;
{steal,18-8 S.S. Aluminum,6063-75. 3/8" 0.063" SUBSTRATE.FOR N.VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15
Steel Stud,Gr.33` 3/8" 4,050 STEEL STUDS, „r' r' F . 2,'.' P.O. BOX 1529
or 410 S.S.) •. MIN.Fu=45 KSI 8 NOKOMIS: FL 34274 5.6-/Modaf Soots: Sheat: Drowrng Ni Rv=:
Steel,A36` 3/8" 0.050" MIN,Fy-33 KSI. -A.L�'r4N.MILt.6 P.E.
P.E.#58705 CERT. OF AUTH. J29296 HR-5510 NTS 2 OF 18 MD-HR5510-01 ,� ,
INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3
TYP.ANCHOR TYPE, INSTALLATION 21 OR@OR 23 ANCHORED THROUGH FRAME AND 1X
INSTALLATION EMBEDMENTAND EDGE SUCKSTRIP INTO CONCRETE/CMU.
OPTION I —"STANCE PER SUBSTRATE, OPTION 4 SEE INSTALLATION NOTES SHEET 2 (SEE SHEETS 6-8) SEE NOTE 2,SHEET 2.
ANCHORED THROUGH EDGE DISTANCE SEE TABLE 2.SHEET 2. ANCHORED TH Fi TYPICAL FOR ALL
FRAME INTO 2X WOOD FRAMEINTO "XO"OR"OX"SASH IM"MAX SHIM — EMBEDMENT
FRAME OR BUCKSTRIP. 16 29
114'MAX SHIM 19 16 30
SEE NOTE 2,SHEET 2. 4
77=71> 13 20 28 EDGE
EMBEDMENT #10 OR#12 STEEL 40 OPERABLE 43
FLANGE =0 7-qc=--�D SASH DISTANCE
FRAME SMS(G5),SEE--- �E
SHOWN in- TABLE 2.SHEET 2. 1
UL__JL_j U L-ju_E 2 28 TYP,ANCHOR TYPE,
2 114*MAX SHIM 41
FIXED o EMBEDMENTAND
,rl 3) LITE EDGE GE DISTANCE PER
VI ISLE
LIGH WIDTH SUBSTRATE,SEE
72 TABLE 2,SHEET 2.
85 C87
DADE APPROVED MULLION. _j —
29 FBC COMPLIANT VISIBLE 42
ALUMINUM/STEEL FRAMING FLANGE LIGHT WIDTH 14 EXTERIOR 4 EQUAL
OR STEEL STUD.MAYBE FRAME (14)OR OR 26 15 LEG AT MID-SPAN OF INTIF
VISIBLE VERTICAL OR HORIZONTAL SHOWN IS FROM
tRLQCI\
LITE PROPERTIES, 8)TYPICAL FOR ALL M
LIGHT FIXED SEE SUBSTRATE P (SEE SHEETS 6- FRAME . 81(, 3Al2'FR EACH SASH
HEIGHT TABLE 2,SHEET 2 W-OR'OX-FIXED MEETING RAIL SHOWN CORNER AND(1)AT CENTER OF
SUCK WIDTH SASH STILES/RAILS
11 28 29 HORIZONTAL SECTION A-A(OX) 16 R
16 19 N)o��S 6
BUCK (SEE S -8)TYPICAL
HEIGHT EXTERIOR 43 OPE 20 OPERABLE 43 FORALL"XOX"SASH
S
T_ OPERABLE OPERABLE (FOR
VISIBLE SASH SASH 40 37-39 SASH —
&21 R 2@2 OR@ LIGHT
0
(SEE SHEETS 6-8) HEIGHT 0
TYPICAL FOR
ALL SASH— 16 41 FIXED
VISIBLE LITE VISIBLE ❑
8_\ 46 47 LIGHTWIDTH LIGHT
WIDTH
43
81 r29 FLANGE
FRAME
WEEPOPT. 29 ~ 15 SHOWN 87 85
NOTCHES 80 OD 42
314"X114" --U34 25 OR 6 VI ISLE EXTERIOR
1-114"X 114"- 0 LIGHTSWIDTH 14
(SEE SHEETS 6-8)TYPICAL FOR
0 4 ALL"XOX"FIXED MEETING RAIL
33 1
1/4*MAX L BUCK WIDTH
SHIM HORIZONTAL SECTION E-E(XOXI EQUAL-LEG PRODUCTRLVISED
plying wid,the FlovdA`
FRAME 3.91di.g Code
EQUALLEG INSTALLA71ON AS PER SECTION A-A ABOVE SHOWN4,-0.3J_4
FRAME SHOWN R.4,1— Expirmion D t. z
13
INSTALLATION EMBEDMENT
R.W..d 551 V�W
OPTION 2
ANCHORED THROUGH
FRAME DIRECTLY INTO
CONCRETEICMU. EDGE 0 0—tplim
-LEG/BOX FRAMES i OSOWS111
EMBEDMENT AND EDGE
I Dm By
TYP.ANCHOR TYPE, 4— DISTANCE VISIBLE LIGHT FORMULAS FLANGE&EQUAL
VERTICAL (EQUAL-LITE,XO&OX) 1070 TECHNOLOGY DRIVE ?7t/& DO,
DISTANCE PERSUBSTRATE' SECTION B-B WIDTH:SUCK WIDTH 12.4-1/4' N. VENICE, FL 34275 HORIZONTAL ROLLER-LM 05/15/15
Set TABLE 2,SHEET 2. HEIGHT:BUCK HEIGHT-7-114" P.O. Box 1529
NOKOMIS; FL 34274 S.H-IM.dot, browing N..
L Al CERT. OF AUTH. 029296 HR-5510 'N"TS 3 OF 18 MD-HR6510_01
INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6
INSTALLATION ANCHORED THROUGH FRAME INTO 2X
OPTION 721 OR 23 WOOD FRAME OR BUCKSTRIP.SEE
INSTALLATION OPTION 5 0 @ NOTE 2,SHEET 2.
ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 21 (SEE SHEETS 6-8)
ANCHORED THROUGH INTO METAL(INTEGRAL I TYPICAL FOR ALL EMBEDMENT
INTEGRAL FIN INTO 2X EMBEDMENT FiNfFLANGE REMOVED) 'XO*OR"OX'SASH
WOOD FRAME OR SUCK-
29
STR EDGE 114'MAX.SHIM 19 16 /—(�30) 6
1=40TE 2' DISTANCE 20 328 ,EDGE
J-CHANNEL #10 OR#12 STEEL
40 OPERABLE SASH STANCE
FRAME SHOWN SMS(G5).SEE 37-39
TABLE 2,SHEET 2. 1
211 TYP.ANCHOR TYPE,
1/4"MAX SHIM FIXED EMBEDMENT AND
LITE EDGEBSRATE PER
VISIBLE SUBSTRATE,41— E S
TVP.ANCHOR TYPE, FIN AND/OR i -
EMBEDMENT AND EDGE FLANGE MAY BE LIGHT WIDTH TABLE 2.SHEET
ET 2.
DISTANCE PER SUBSTRATE. REMOVED IN-FIELD ................... (SCREW SHOWN)
72 SEE TABLE 3,SHEET 2. FIN
13 65 87 FRAME
DADE APPROVED MULLION, VISIBLE 42 EXTE t 0 SHOWN
29 FOC COMPLIANT LIGHTWIDTH
OR
ALUMINUM/STEEL FRAMING 72 _
OR 25 26 14
OR STEEL STUD.MAY BE ��O
VISIBLE FIXED VERTICAL OR HORIZONTAL (SEE SHEETS 6-8)TYPICAL FOR ALL
LIGHT LITE SEE SUBSTRATE PROPERTIES, "XO"CR"OX"FIXED MEETING RAIL
HEIGHT TABLES 2&3,SHEET 2. — BUCK WIDTH INSTALLATION
HORIZONTAL SECTION C-C(OX) 22 OR 23 OPTION 8
(SEE SHEETS 6-8),- ANCHORED THROUGH
29 30 16 19 16 TYPICAL FOR (FLAN FIN INTO METAL
28 ALL'XOX" GE MAY BE REMOVED)
BUCK EXTERIOR OPERABLE 40 2b OPERABLE 43 SASH
HEIGHT SASH SASH u #IOOR#IZSTrzr!L
p VISIBLE 37-39 SMS(G5).SEE
iM
OR 2@2 OR 2@3 LIGHT OPERABLE L LTABL'E 2,SHEET 2.
@ HEIGHT SASH u
(SEE SHEETS 6-8) HE 28
TYPICAL FOR
ALL SASH 16 El FIXED
VISIBLELITE VISIBLE
ttt
86 -----
WEEP 45 47 LIGHT I.— LIGHT IV.IDTI I.. .... MF—=c
80 81 FIN
FRAME 87 as
NOTCHES 29 29 SHOWN 11
314"X114° @ n25 OR 2 VISIBLE@ EXTERIOR
LIGHT WIDTH 14 J.CHANNEL
1-1/4'X 1/4' 3 (SEE SHEETSTYPICAL FOR FRAME
33 15 ALL'XOX'FIXED MEETING RAIL BUCK WIDTH SHOWN
3 114*MAX HORIZONTAL SECTION F-F(XOX) PRODUCTREVISFD
—f SHIM ATMID-SPANOFINTFRLOCK INSTALLATION AS PER SECTION O-D ABOVE .�como3ing -*
FIN FRAME 3-1/2'FROM EACH SASH B I;C,d,j�,
CORNER AND(1)AT CENTER OF Accept
0,
SHOWN T SASH STILESIRAILS Revised By., DO.: Revision: L'. ixntiou
TYP.ANCHORTYPS,
EMBEOMENTAND
EDGE DISTANCE PER_l/ EDGE DISTANCE • R-1—d Sr. I.,
SUBSTRATE,SEE SEE
TABLE 3,SHEET 2..
EMBEDMENT
Descrlpffonz Drawn By.
VISIBLE LIGHT FORMULAS i-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI
VERTICAL
INSTALLATION OPTION 5
1070 TECHNOLOGY DRIVE Ave:(EQUAL-LITE,XO&ox)
N. VENICE, FL 34275 05/15/15
ANCHORED THROUGH INTEGRAL FIN SECTION D-D WIDTH:BUCK WIDTH/2-4-1/4' P.O. BOX 1529
INTO 2X WOOD FRAME OR BUCK- HORIZONTAL ROLLER-LM LM
HEIGHT.'BUCK HEIGHT-7-114" . ..... "rl�--'
STRIP.SEE NOTE 2,SHEET 2. NOKOMIS; FL 34274
Sarf..Iwdsf.' scat.. sh..t.
A:L P.r., 5. '0.5. CERT. OF RUTH. #29296 HR-5510 NTS 1 4 OF 18 'M'Dg-AIR 5 5 10-0 1 A
TABLE 6:
Index to All Design Pressure and Anchor Quantity Tables
M-. Mag• Glass Petal. Dosign Pr...m Anchor Quantity TABLE 6: TABLE 7:
ConOg. Width Haight Typo Lowl —. 2 2
GlassTypes Design Pressure(Ibsfft) Glass Types Design Pressure(Ibsfrt)
rst Sheol t2 Tab see 5-6 for XO or DX Windows 5'6 forXaorOXlNndows
54' 1 s e n e
FS" 54fi3"" 5 2 7 0 10 9 Retnf.Level Ri All Buck Heights up Io 54" Relnf.Level R2 All Buck Heights up to 54"
3 0 7 16 10
72" 4 10 S 20 10 All Suck Widths All Buck Wldlhs _
XD 54" 1 6 S 17 9 up to 75' +50 tS0 up 10 75" +fry J-70
or W2 7 6 10 S
OX 75' 63" 6-6 3 0 7 is 10 SEE TABLE 1T FOR ANCHORAGE SEE TABLE IS FOR ANCHORAGE
63" 4 11 a 21 11
72" 4 10S 20 1 10
T5" 76• 10.12 4 12 0 22 11
14-i6 4 12 S 22 11 17
5.0 3 9 7 23 12 HEADER HEADER
120' 03' 5&6 4 13 6 24 13
)(OX 7&0 4 14 B 25 14
140" 63' 10-t2 4 t5 0 26 1S
14.18 4 10 8 27 16
4-MAX.D.C. SECTION DETAIL SECTION DETAIL
—- FOR WINDOWS WITH O 21 FOR WINDOWS WITH O D 21
LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT
��tt (REINFORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN SASH
S�INCHOR IN FIGURES APPLY TO ALL HEIGHT IN FIGURES APPLYTO ALL HEIGHT
FRAME TYPES a FRAME TYPES&
CLUSTER DETAIL CONFIGURATIONS) np 0 21 CONFIGURATIONS) 21
II
4'MAX.O.C. —�-) �--
n ILL SILL —
/ O O
4-ANCHOR
CLUSTER DETAIL SASH WIDTH SASH WIDTH
D o MEETING RAIL O MEETING RAIL
4"MAX.O.C. --r-1 r+— o 0 24 25
---- 21 21 d 21 21
JAMB EXTERIOR JAMB EXTERIOR
3-ANCHOR e a o PRODUCT DEVISED
If/ CLUSTER DETAIL NOTES., a uu gyCod."h`her-tcriae
1)USE THESE TABLES FOR ALL WINDOWS A—pt-- I{o-O ¢ {
INSTALLED THROUGH THE FRAME OR
INTEGRAL FIN. ;. ReHsad By: Dote: RA) Yntinn Detc ! 7b
2)FRAME DIMENSIONS ARE BUCK WIDTH AND '',,i ";,•' J R 05/05/16 DETAILS MOVED CLUSTER By
S"MAX'O.C. BUCK HEIGHT(SHEETS 3.4).SASH SIZE IS AS
4"MIN,O.C. PER THE FIGURE. Ravtsed By. Date: Rowe-.
Mlonii)ada Pmdtml COne.:
— 3)FOR SIZES NOT SHOWN,ROUND UP TO THE
NEXT AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE TABLE. (/�� ® Oeaedplton: Drown BY:
4)"114-11'2-1/4"AND't/3-1J3-1/3'INDICATE THAT�fDESIGN PRESSURE TABLES J ROSOWSKI 2-ANCHOR THOSE STANDARD SASH CONFIGURATIONS
/ FALL WITHIN THE SASH WIDTH RANGE IN THE 1070 TECHNOLOGY DRIVE 77tte: nate:
CLUSTER DETAIL ADJACENTCgLUMN.'CUSTOM"INDICATES N.VENICE FL 54275 HORIZONTAL ROLLER-LM 05/15/15
THAT NO STANDARD SASH CONFIGURATIONS •"r. P.O. BOX 1529
f . :! 1. NOKOMIS;FL 34274 Sodas/htadeh Scate: Sheat: Drt wtng Na. Rc:
FALL WITHIN THE RANGE. A.LYNN MILLER P.E.
P.E.N 58705 CERT. OF AUTH. $29296 HR-5510 NTS 6 OF 18 MD-HR5510-01 A
TABLE 8: _
Glass Types Design Pressure(lbslft')
5-8 forXO or OX Windows
Plaint Levin R3 All Buck Heights up to 63"
C
All Buck Widths +$01-$0
HEADER up to 76' '
SEE TABLE 19 FOR ANCHORAGE
TABLE 9:
Glass Types sash Design Pressure(Ibslft�)for XOX
(I 22 5-0 Sash
IICo�uration Width VlflndoWs
ReIOL tete! 9 Range(in) Window Buck Height
SASH R3 4B" 1 54" 1 M.
HEIGHT 35.714' Y,%-% 11.397-11.391 +50,0 -50.6 1+50.0 -50.0 1 +50.0 1 -50.0
n D 30" %-%-% 12.306.12308 +50,0 40.0 1+50.0 50.0 +50.0 50,0
U 22 45.110" %�Yj-% 19.391-13.397 +50,0 50.0 +50,0 .50.0 =5D.0 -50,0
'/s%-'/s 113.396-14.683 +50.0 •500 +50,0 -50.0 +50.0 -50.0
474N,V11.391-12297 +50,0 50.0 +50.0 .50.0 +50.0 -50.0
3i{-'la 72298-75.558 +50.0 •500 +50,0 50.0 +50.0 50.0
EXTERIOR SILL Custom 111.391.12.016 +50.0 .50.0 +50,0 •50.0 +50.0 -50,0
52-116" ti%-% 112.017-13.397 +%0 .60.0 +50,0 50.0 +60.0 1 -50.0
C317-
%-Y.-Y, 13.398-17.016 +50.0 .50.0 +50.0 •50.0 +50.0 -50.0
Custom 111,391-13.397 +50.0 •50.0 +50,0 •50.0 +50.0 1 -50.0
SASH WIDTH 60" X-f-N 13.398-15.360 +%0 -50.0 +50.0 50.0 +50.D -50.0
%-%-, 15.361-19.641 +50.0 50.0 +50.0 -50.0 +50.0 -%0
o Custom 111.391-13.397 +50.0 50.0 +50,0 •50.0 +50.0 -50.0
MEETING RAIL
� 75" Y4-yl-y4 13.399-19.170 +50,0 50.0 +50.0 -50.0 1 +50,0 -50.0
25 Y,-Y,% 19.111-24.641 +50.0 •50.0 +50,0 -50.0 +50.0 .60,0 -
L� 22 22 Custom 18.360-19.397 +50.0 500 +50.0 -%0 «49.1' •49.1•
96" %%% 19.390-24.300 +50.0 40.0 +50.0 -500 +50.0 .50.0
JAMB E%TEflIOR Custom 24.361•30.380 +510 50.0 +50.0 -50.0 +50.0 1 •50.0
0
-30.360 +50.0 .50.0 1+50.0 -50.0 +49.1' •49.1•
'+501-50 FOR GLASS TYPES e-8 SEE TABLE 23 FOR ANCHORAGE
MIN.SASH SIZE=WINDOW WIDTH-59.28
SECTION DETAIL 2
FOR WINDOWS WITH
LEVEL R3 REINFORCEMENT
(REINFORCEMENTS SHOWN
IN FIGURES APPLY TO ALL
FRAME TYPES& PRODUCT REVISED
CONFIGURATIONS) as complying with tho Fladdn
Baildius Code,t
Re»aed By: Date: Radelon: Acccplanca.No_I 'Q -t7r
,.i plfntlan Dale t (,:,�
.. BY
' Reload W. Dete: RavJaton: hitam Dnde PradaccCon
0 Oeaertptlon: Drown Bl':
NOTES: 6 (� jb DESIGN PRESSURE TABLES J ROSOWSKI
1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ^ ' t07o TECHNOLOGY DRIVE Title: Date:
2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HUtGHT(SEE SHEETS 34).SASH SIZE IS AS PER THE FIGURE. � � � N. VENICE• FL 34275 HORIZONTAL ROLLER-LM 05115/1 J
3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. '�� "'" - P.O. BOX 1529
4)-1 WI/2-114"AND-113-113-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH NOKQMIS,F1 34274 Sertea/lAoda/, S-1.. Stint: Drowinq No. Rov:
RANGE IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN 'A.LYNN:MkiE'!Y•'P.E`
THE RANGE. P.E.S s67os CERT. OF AUTH. #29296 HR-5510 NTS 7 OF 18 MD-HR5510-01 I A
TABLE 11: ^_ TABLE 12: TABLE 13:
Glass Types Design Pressure(ibslfe)for Glass Types Design Pressure Obstft2)for Giasa Types
5-8 X40!OX Windows XO 10.12 a 14-16 or OX Windows 5&6 Sash sash Width '
TALE 70: Design Pressure(Ibelfe)for Windows
Remt Lovei Confgumtlon
Glass Types 2 Reinf.LE.eI Window Buck Neighs Reini.Level Window Buck Neighs Range On) Window Buck Height
YP Design Pressure(I ows R4 48' 54" 63" Rd 54" 63' 76^ R4 36' 40' S4" 63"
6-8 torXO or OX Windows Custom 11.391-13.391 +fi5.0 -70.0 +65.0 74.0 +85.0 -70.0 +65.0 435.3
25.112" +65,0 -70.0 +65,0 -70.0 +85.0 -70,0 25-1/2" +135,0 -110.0 +85.0 -110.6 +65.0 -110.0
Re81L Leu4 R4 A0 Buck Heights up to TV 20" +65,0 -70.0 +85.0 1 -70.0 1+65.0 -70,0 v 20" + 60" Y-%-Y.. 13.396-15.360 +65.0 -70.0 +65.0 -70.0 +65.0 -70.6 +65.0 •70.0
+65.0 10.0 85.0 -110.0
-S +85.0 -110.0
36" +65.0 .70.0 An
.0 +65.0 -70.0 38" +65.0 -110.0 +65.0 110.0 +85.0 •110,0 Y,-%-Y, 15.361-19.641 +65.6 -76.0 +05.0 -70.0 +65.6 -70.0 +65.0 -70.0
All Buck Widths x _ u S
UP to 75' +5¢j"5¢ 42" .65.0 •70.0 ,0 +fi5.D -70,0 m 42" +85.0 •110.0 +05.0 -110,0 +65.0 .110,0 Custom 11.397-13.397 +65,0 -70,0 +65.0 -fig. +83.3 411..3 +53.2 -53.2
48" +65.0 -70.0 .0 +65.0 -70.0 'S 48" +05.0 -110.0 +65.0 -110.0 +65.0 -110. y 75" y,-Y.-T 13.390 8-F11,110 +65.0 -70.0 +65.0 -70.0 +65.0 •66.5 +56,2 -56.2
SEE TABLE 20 FOR ANCHORAGE )�-%-X 29.111-24.642 +65.0 40.0 +65.0 -70,0 +85.0 •70.0 +65,0 -66.0
60" +65.0 .70.0 .0 +65.0 -70.0 80" +65,0 -110.0 +65.0 •110.0 +65.0 -93,9
76' +65.0 -70.0 .0 +84.3• -64,3' 75" +65.0 -110.0 +65.0 -103.5 +65.0 430.0 ' Custom 16.360-19.397 +65.0 -70.0 +59.9 -69.9 +55.5 -55.5 +49.1 49.1
�+ 96 '/.-%% 19.398-24.360 +65.0 -70.0 +621 432.1 +58.0 -6&0 +50.3 •50.3
• E TABLE
FOR GLASS TYPES 8-B SEE TABLE 22 FOR ANCHORAGE
SEE TABLE ZS FOR ANCHORAGE Custom 24.361-30.360 +65.0 -70.0 +65.0 2-- +05.0 •07.3 +57.0 -57.0
i_jTABLE 15:
p 126" %_%.� •• -30.360 +65.0 -70.0 +59.8 419.9 +55,5 •65.5 +49,1 49.1
Glass0 12 s Sash Design Pressure Obs7ft2)forXOXHEADER "MIN.SASH SIZE=WINDOW WIDTH-59.28 SEE TABLE 24 FOR ANCHORAGE
Sash Width Windows TABLE 14; 2
Reint Leval Configumtlon
Range(tn) Window Buck Hat FII Glass Types
R4 48" 54" 63" 7&8 sash Sash Design Pressure(lbaffe)for XOX Windows
Custom 11.391-13.397 »65.0 -110.0 +85.0 -110.0 +65.0 -150.0 Relni.Lgtei Cofgure0an nWidth
Range(in) Window Book Height
60" Y._Y_y. 13.398-15.360 +65.0 -110.0 +65.0 -110.0 +65.0 -520.0 R4 36" 4g' 1" 63'
-y% 15.361-19.641 +65.0 -110.0 +65.0 -110.0 +65.0 •110.0 O Il 23 Custom 11.391-13.397 +65.0 -76.0 1+65.0 -70.0 +85.0 •70.0 1+65.0 40.6
Custom 111.391-13.397 +85,0 -110.0 +85.0 -110.0 +65,0 -110,0 u 60" %-%.Y, 13.398-15.360 +65,0 -70.0 1+65.0 -70.0 +65.0 -70.0 1+65.0 -70.0
s`
75" Y_Yi-Y 13.398-19,110 +05.0 .110.0 +65.0 •110.0 +85.0 -110,0 SASH %-Y,% 55.361-19.641 +65.0 -7p.0 +65.0 -70.0 +85.0 -70.0 *BS.O •70.0
rd } HEIGHT y Custom 11.391-13.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 .70.0
-'/e-''/e 19.111-24.641 +85.0 -110.0 +85.0 -110.0 +65.0 -110,0 �
Custom 17.641-19.397 +65,0 -110.0 +65.0 -110,0 +65.0• -104.8• Q v 75" Y,-%-Y, 13.398-19.110 +65.0 -70.0 +65.0 -70.0 +65,0 -70.0 +65,0 •70.0
g 98" Y.-Y% 19.398-24,3613 1 +85.0 -110.0 +05.0 -110.0 +65.0' -109.5' O 23 */a-j=j 19.111-24.641 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0
Custom 124.361-31.041 +650 -110,0 +65.0 -110.0 +65.0 -110.0 g Custom 18.36D-19.397 +65.0 -70.0 +65.0 -70.0 +65.0 -70.0 +65.0' -67.2'
120" Y_y% 29.641-32515 +65,6 -110.0 +65A -010,0 +66.0• -104,6'
O 96" %_y2-y4 19.398-24.360 +655.0 .70.0 +65.0 -70.0 +65.0 -70.6 +65,0' 438.8'
39,641 +65.0 -110.0 +65.0 -110.0 +65.0 -110,0 Custom 24.361-30.380 +65.0 -70.0 +65.0 -70.0 +85.0 -70.0 +65.0
EXTERIOR 120" %-%-X -30.360 +65.0 -70.0 +65.0
140" Custom '• -39.041 +65.0 -110.0 +650 -110.0 +65.0' -504.6' SILL
'+65/-110 FOR GLASS TYPES 11&12 '+657-70 FOR GLASS TYPE 8 SEE TALE 25 FOR ANCHORAGE
SEE TABLE 26 FOR ANCHORAGE
"MIN.SASH SIZE DOW 0 "MIN.SASH SIZE=WINDOW WIDTH.59.28
=WINWIDTH-60 72 2
TABLE 16: 2
Glass Types 2 f SASH WIDTH
14-16 Sash Design Pressure(Ibslft)fnrXOX
sash SECTION DETAIL
Relnf.Level Configuration 40 -- 0 0
R4
Range i(In) Window Buck MEETING RAIL FOR WINDOWS WITH
...._.. 63" O
LEVEL R4 REINFORCEMENT
4/1
.391-13.397 +65.0 -110.0 +65.0 -110.0 +65,0 -110.0 26 {REINFORCEMENTS SHOWN
60" 380-15.366 +65.0 -110.0 +55.0 410.0 +65.0 -110. o IN FIGURES APPLY TO ALL
361-19.041 +05.0 410.0 +65.0 -110.0 +65. "110.0 23 23 FRAME TYPES&
JAMB FXITATOR CONFIGURATIONS) GLASS TYPES 10-12&14-16
.391-13.397 +85.0 .110.0 +85.0 -110.0 +65.0 •109.3 n o MAY NOT BE USED WITH
C V J-CHANNEL OR INTEGRAL PRODUCT RFVISEC
75" 398-19.710 +05.0 -110.0 +85.0 -110.0 +65.0 -1020 0 •
FIN FRAMES as complying m3Ur 1ha Tkartt+t
111-24.641 +65,0 -710.0 +85.0 -110,0 +85.0 •1029Buil ting Code
041-18.387 +65.0 -110.0 +65.6 -110.0 +85.0 -87.4 Accept-11k,
P 96" Y- Y. 19.398-24.300 +65.0 -110.0 +65. -t 70.0 +65,0 -92.0 Revised By: Date: Revision:
l: 'rasion base3.
7� i)
Cullom 24.341-31,541 +65.0 -110.0 +65.0 -116,0 +65.0 430.4 �do Product
120" 1-3'f 29.641-32.515 +65.0 -110.0 +05.0 -109.8 +65.0 �q.3 - Rsvked Wfi Dots: Revtston:
32.516.39.641 +65.0 -110.0 +85.0 -105,6 +65.0 430.8 -
140" Custom •• -39.041 +65.0 -110.0 +05.0 -105,0 1+65.0 -80.0 //;; _ _ ® Descr3pt/on: Drown By:
SEE TABLE 27 FOR ANCHORAGE (Z' DESIGN PRESSURE TABLES J ROSOWSKI
NOTES: o "t'' 1070 TECHNOLOGY DRIVE Title: is:
1)USE THESE 2)FRAME DIMENSIONS FRAMEOR ALL WINDOWS INSTALLED THROUGH THE
A E BUCK WIDTH AND BUCK HEIGHTT(S E SHEETS3-4)SASHLIN AS ALLOWED
SIZEISAS P RTHE F GURE.�SSTYPE. N.VENICE, f134275 HORIZONTAL ROL"LER-LM 05/15/15
3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. `.:v, '.'� =:` � P.O. BOX 1529
4)'1/4.1/2.7/4"AND'1/3-1l3.113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE rpt`'` NOKOMtS,FL 34274 serfesJffoda0 Sect.: Sheet: Drowtng No. Rm:
L THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. A.CY,S.9 5 705',P.E. CERT. OF AUT.129296 HR-5510 NTS 8 OF 18 M D-H R5510-01
P.E.fF 58705
TABLE 17:
Glass Types Anchor Quantities forXO or OX Windows Max.Anchor O.C. Anchor Anchor
5-8 Sash30"Height 1 36"Height Height 30"Height 1 36"Height Height Spacing for"integral- Group E Group F
Width — - Fin"Installation 3.W 4-
Head Head 1-91 Head III Head I c-0Head JE�j Head Head -1
E Head
Reint Level &Sill &Sill -1 &Sill m &Sill &Sill &Sill .Sill Anchor 11 &Sill
R1 Anchor Group A Ri - GUIDE TO USING ANCHOR QUANTITY TABLES
or Group C PRODUCT REVISED
25-`112" 12,147 I+C2+1 2 I+C2+1 --f+C2+f 3 I+C2+1 3 I+C2+1 2 C2+1 3 1+C2+1 3 I+C2+1 3 FOR OX WINDOWS(XO SIMILAR): az
W.Plying with Ib
Flortlhy3
28" 13.397 I+C2+1 2 I+C2+1 3 I+C2+1 13 1+C2+1 3 1+C2+1 2 1+C2+1 3 I+C2+1 13 I+C2+1 13 ANCHOR QUANTITY
36" 17.397 1+G2+1 2 I+C2+1 3 I+C2+1 13 1+C2+1 3 1+C2+1 2 I+C2+1 3 I+C2+1 3 1+C2+1 13 PER JAMB By
cc 42" 20.397 1+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1. 2 1+C2+1 3 I+C2+1 3 1+C2+1 13 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY:
48" 23.397 I+C2+1 2 1+C2+1 3 1+G2+1 3 I+C2+1 3 1+C2+1 2 I+C2+1 3 1+C2+1 3 1+C2+1 13 (2)ANCHORS AT THE FIXED SECTION
+A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL
601, 29.397 2+C2+2 12 2+G2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 +(2)ANCHORS AT THE SASH
m - --F— TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS-F3 2+C2+2 2 2+C2+2 3 2+C2+2 7 2+C2+2 13
36.897 2+C2+2 3. 2+132+2 AT THE
SILL. H
Anchor Group 8 Anchor Group 0 EE ELEVATION,SHEET I
25-1/2" 12.147 I+C2+1 121 1+C2+1 13FI+C2+1 3 1+C2+1 13 I+C2+1 12 1+C2+1 3 1+C2+1 131 1+G2+1 13 SEE ELEVATION.SHEET 1 <
Z 28" 13.397 I+C2+1 2 1+C2+1 13 1+G2+1 13 1+C2+1 3 I+r-2+1 12 1+C2+1 13 1+C2+1 131 I+C2+1 13 SEE CLUSTER DETAILS,SHEET 6 U,
3611 17,397 I+C2+1 2 1+C2+1 3 1+C2+1 13 1+C2+1 3 1+C2+1 12 1+C2+1 13 1+132+1 3 1+C2+1 13 __r W
> U 0 CD
42" 20.397 1+C2+1 2 1+C2+1 3
I+C2+1 3 1+C2+1_ 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 I+C2+1 13 SEE ELEVATION,
C2+11 12 I+C2+1 3 I+C2+1 3 I+C2+1-[3 X
48!- 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 I+C2+1 3 11+ SHEETI 0 0
L
60" 29,317 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 ELEVATION, CD N
3 2+C2+2 12 2+C2+2 3 2+C2+2 2+C2+2 3
3
SEE L0
SHEET MEETING RAIL i I:
2+C2+2 3 2+C2+2 3 2+C2+2 13 0 N C,
75" 36.897 2+C2+2 2 2+C2+2 '3 2+C2+2 3 2+C2+2 3 2+C2+2 z 0)
SEE TABLE 6 FOR DESIGN PRESSURE REPEAT ANCHOR PATTERN AT SILL W)u- 0
M LTABLE 18: 5 C) X�2 (f)
uj 0 2 co LLI --kf
FOR XOX WINDOWS: I--
Glass Types Anchor Quantities for XO or OX Windows ANCHOR QUANTITY r c:-
5-8 - q 0 < OD
Sash 3V Height 36"Height 1 48"Height 54"Height 30"Height 1 36-Height 1 4F�-'Height PER JAMB :i (L Z [if —
Width LIj LL
1-1 NO >-
Head Head Head Head Head RI Head Head 1=1 Head .�A.A SILL ANCHOR QUANTITY: -j 0
ReInE Level E E E E F-
R2 (in) &Sill &Sill &Sill . m Sill F1+C3+2 4 HEAD
&Sill Sol Sill Sill - & i:Ct�ltll VV CHOR AT THE SASH
\1 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL l,- 0
Anchor Group A Anchor Group C +(2)ANCHORS AT THE FIXED SECTION
25-112" 12.147 +C2+1 2 +C2+1 T3 I+C2 I+C2+1 3+1 1 +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL D -j F-
I 1 +(1)ANCHOR AT THE SASH CSz
'U 26" 13.397 I+C2+1 12 I+C2+1 13 1+C2+1 13 TOTAL OF 10 ANCHORS AT THE HEAD AND 10 ANCHORS AT THE SILL.
I+C2+1 13 7--�s
9Z
36" 17,397 I+C2+1 2 I+C2+1 3 I+C2+1 13 I+C2+1 3 0 0
SEE ELEVATION,SHEET I L7
ca 42" 20.397 NotAllowed I+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3
41+C2+ 3
3 3
SEE ELEVATION,SHEET I ft: 0 W Lr)
W
. 48" 23.397 1+C2+1 2 I+C2+1 3 I+C2+1 3 I+C2+1 3 z 0
r 60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE ELEVATION,SHEET 1 <
:2 1 - - --- 3 F-7-w-
75- _V-1
MAW 2+C2+2 2 2+C2+2 31 2+C2+2 3 2+C2+2 3 SEE ELEVATION,
Anchor Group B Anchor Group D X" SHEETI
SEE X
3 I+C2+1 3 I+C2 1 3 1+C2+1 3 I+C2+1 3 I+C2+1 13
25-1/2" 12.147 1+C2+1 1+C2+1 3
2 1+C2+1 2 ELEVATION
28" 13.397 I+C2+1 2 I+C2+1 13 I+C2+1 3 I+C2+1 ]3 I+C2+1 12 I+C2+1 3 1+C2+1 13 I+C2+1 13 SHEETI MEETING RMAI SEE CLUSTER
DETAILS,
36" I7.397 I+C2+1 2 I+C2+1 13 1+C2+1 3 I+C2+1 3 1+C2+1 12 1+02+1 3 I+C2+1 3 I+C2+1 3 SHEETS
REPEAT ANCHOR PATTERN AT SILL
42" 20,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 I+C2+1 [2 1+C2+1 3 I+C2+1 3 1+C2+1 3
cc NOTES:
48" 23.397 1+C2+1 2 I+C2+1 13 1+C2+1 3 1+C2+1 3 1+C2+1 2 I+C2+1 3 I+C2+1 3 1+C2+1
3
0 .
1)FRAME DIMENSIONS ARE BUCK WIDTH
Anchor
Anchor SASH SIZE IS AS PER THE FIGURES ON
SO- 29,397 2-PC2+2 2 2+C2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Max.A AND BUCK HEIGHT(SEE SHEETS 34).
+2 r O.C.
Spacing for"Integral_ Group F
r 75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3, SHEETS 6-8.
SEE TABLE 7 FOR DESIGN PRESSURE Fin"installation 4" 2)FOR SIZES NOT SHOWN.ROUND UP TO
THE NEXT AVAILABLE WIDTH OR HEIGHT A.W0A MIUER,P.E.
DIMENSION SHOWN ON THE TABLE. REX 56705
TABLE 19:
Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C.
5-8 SashSpacing for"Integral-
Width 30"Height 36"Height 48"Height 54"Height 1 63"Height 30"Height 36"Height 48"Height 1 54"Height 63"Height pin"Installation
Reinf.Level pn) Head E Head E Head E Head E Head E Head E Head E Head E Head E Head E Anchor Anchor
R3 &Sill &Sill ; &Sill M &Sill m &SIII 8 Sill m &Sill &SIII 8 Sill _m Group E Group F
Anchor Group AI PRODUCT REVISED
Anchor Group C 3.5' 4"
."_:nPlYlnp will Wo Pioriltw
25.112" 12.147 1+C2+1 2 1+C2+1 13 1+C2+1 14 1+C2+1 4 1+G2+1 4 1+C2+1 2 1+C2+1 13 1+C2+1 4 1+G2+1 4 1+C2+1 4 BnildinsCO&
L Am.prnnca No 1(n'011 -I
28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 rc-
36" 17.397 1+C2+1 2 1+G2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4I1ade Pr
m
42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+CZ+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4
0 48" 23.397 1+C2+1 2 1+C2+i 3 i+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2�2+C2+2
1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4
60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 3 2+C2+2 4 2+C2+2 4 2+C2+2 475° 36.697 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 22+C2+2 3 2+C2+2 141 2+C2+2 4 2+C2+2 4 ;
Anchor Group B Anchor Group D
25-112" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 14 1+C2+1 4 1+C2+1 14 1+C2+1 2 1+C2+1 13 1+C2+1 4 1+C2+1 4 1+C2+1 14 r 2 <C
r
45 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+432+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1n
x 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 LU u> O o to
O
7
m 42" 20.397 1+C2+1 2 1+C2+i 3 i+G2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 O
g1�0
0 48" 23.397 1+43 -It 2+1 2 1+G2+1 3 1+432+i 4 i+432+1 4 1+432+1 4 1+432+1 2 1+432+1 3 1+432+1 4 1+432+1 4 1+G2+1 4 > L0
rz
60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 OM v
75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+432+2 4 2+C2+2 4 2+C2+2 4 O N
Z rLL m D
SEE TABLE 8 FOR DESIGN PRESSURE U tj
U }C LO o (n
w— O2 "o LL
TABLE 20: CO m J 00
Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. o nO'.o <
5-8 Sash Spacing for"Integral- F- W 11
30"Height 36°Height 48"Height 54"Weight 63"Melght 72'Height 30"Height 36°Helght 48"Height 54"Height 63"Height 72"Height } O
Fin"installation —t
Width
Head a Head n Head o Head A Head p Head n Head Head Head a Head Head Wead D J o
Reinf.Level (in} E E E E E E E E E E E Anchor Anchor i O T'
&Sill &Sill &Sill 8 Sill &5111 8 Sill t°, 8 SIII 8 SIII 7 8 Silt N 8 Sill &SIII ' &Sill Group E G Group F ® ° Z
R4
Anchor Group A Anchor Group C 3.2' 4° J
25-112" 12.147P2+12
2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 d 1+C2+1 4 1+C2+1 5 1+C2+1 5 F C3 1¢— Z
15 ' 28" 13.3972 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 a O
u O o
36" 17.3972 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+G2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 - S N rt)
Q
m' 42" 20.3972 1+432+1 3 1+432+1 4 1+432+1 4 1+433+1 5 1+433+1 5 1+432+1 2 1+C2+1 3 1+G2+1 4 1+G2+1 4 1+G3+1 5 1+C3+1 5 Z O
v 48" 23.3972 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+G3+1 5 1+432+1 2 1+432+1 3 1+432+1 4 1+433+1 4 1+433+1 5 1+G3+1 5 <
60" 29.3972 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 2+CZ+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5 NOTES:
75" 36.8972 2+432+2 3 2+G3+2 4 2+433+2 4 2+434+2 5 2+434+2 5 2+G2+2 2 2+432+2 3 2+433+2 d 2+433+2 4 2+G4+2 5 2+434+2 1)FRAME DIMENSIONS
ARE BUCK WIDTH AND �'
BUCK HEIGHT SEE
Anchor Group B Anchor Group D SHEETS 34).SASH SIZE IS
25-1l2" 12.147 1+432+1 2 1+C11 —2+1 3 1+C2+1 4 1+432+1 4 1+C2+1 5 1+C2+1 5 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON
L
28° 13.397 1+G2+1 2 1+432+1 3 1+432+1 4 1+432+1 14 1+432+1 5 1+432+1 5 SHEETS 6-8.
1+432+1 2 1+CZ+1 3 1+432+1 d 1+432+1 d 1+432+1 5 1+C2+1 5
36" 17.397 i+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+G3+1 51 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 2)FOR SIZES NOT
SHOWN,ROUND UP TO
0 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+G3+1 5 1+G3+1 5
m THE NEXT AVAILABLE
a
48-
23.397 1+C2+1 2 1+C2+1 3 1+G2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 1+C2+1 2 1+G2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C3+1 5 WIDTH OR HEIGHT .;
DIMENSION SHOWN ON
60" 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+G4+2 5 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+G3+2 4 2+C3+2 5 2+G4+2 5 THE TABLE.
75" 36.897 2+432+2 2 2+432+2 3 2+433+2 4 2+433+2 d 2+G4+2 5 2+434+2 5 2+C2+2 2 2+C2+2 3 2+433+2 4 2+C3+2 4 2+G4+2 5 2+434+2 5 3)SEE SHEET 9FOR A
SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN MILLER,P.E.
TABLES, P.E,9 50705
TABLE 21:
Glass Types Anchor Quantities for XO or OX Windows Max.Anchor O.C. Anchor
6-8 Sash Spacingfor"Integral-
Group
Width 3Q'Helght 36"Height 48"Height 54"Height 63"Height 30"Height 36"Height 48"Height 54"Height 63"Height
Head ' Head -O Head '° Head Head �' Head Head Head Head ' Head Fin' Installation q"
Reinf.Level {in) E E E E E E E E E E
R4 &Sill ; &Silt -; &Sul &sin &SiII &Silt &Sill S° &Sill &Sill -° &Sill °
Anchor Group A Anchor Group REVISEDup C u-.plying wiar rh.Florid.
25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+02+1 4 1+C2+1 4 1+C2+T 4 etdtdingCud.
Acte W.Ne 16"0 14.1
16 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 d FaTitatamUaie 7/�pf,'?
Y 36" 17.397 1+C2+1 2 1+C2+1 3 I+C2+1 4 1+C2+1 4 1+C2+1 4 BY
blinmi ade Product C)n$
= 42" 20.397 NOtAliOvved 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4
m
c 48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4
60" 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 d 2+C2+2 d
75" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 141 272+2 4 2+C3+2 14 a
Anchor Group B Anchor Group D u) _
25-1/2" 12.147 1+C2+1 21 1+C2+1 13 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 r� U
v 28" 13.397 i+C2+1 2 1+C2+1 3 1+C2+i 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4
w
Y 36" 17.397 1+C2+1 2 1+02+1 3 1+C2+1 4 I+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 > p U)
m 42" 20.397 I+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 o m arca d ,
48" 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 i+C2+1 4 1+C2+1 4 o q v Of
60" 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 M 0 M o e 2
O U LL m woie
75" 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 141 2+C3+2 4 2+C2+2 2 3 2+C2+2 2+C2+2 4 2+132+2 141 2+C2+2 41 =
SEE TABLE 11 FOR DESIGN PRESSURE U(J X D 6 U)
TABLE 22:
Glass Types Anchor Quantities for XO or OX Windows
GLASS
1¢eSMAy > o o v m o00
10.12&14-16 Sash NOT BE USED Z D-Z I.L.
30"Height 36"Height 48"Height 54'Height 63"Height 76"Height 30"Height 36"Height 48"Height 54"Height 63"Height 76"Height WITH J-CHANNEL >- W
Width Head E Head Head Head E Head Head E Head E Head E Head E Head E Head E Head E ORAMESGRALFIN F J _
Reinf.Level (in) &Si(I ° &
Sill
m &Siil m &Sill m &St)I m &Sill w &S1Il t4 &SITS m &SSSI D &Sill m &S(ll 9 &5111 @ O _
Anchor Group A Anchor Group C J "'+s
Q Cn
25.1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 i+C2+1 5 1+C3+1 5 = �
:5 28" 13.397 1+C2+1 2 1+C2+i 3 1+C2+1 4 I+C2+1 4 1+C3+1 5 1+C3+1 5 a 0r Z 51—S
O o
36" 17.397 I+C2+1 2 1+C2+1 3 1+C2+1 4 I+C3+1 4 1+C3+1 5 1+C4+1 5 O N
U
42' 20.397 NotAilowed 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 ULID
3U Z O IY
0 48" 23.397 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 Q = _
60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5
NOTES:
75" 36.897 2+C2+2 12 2+C2+2 3 2+C3+2 4 2+C4+2 14 2+C4+2 5 2+C4+2 151 1)FRAME DIMENSIONS'
ARE BUCK WIDTH AND
Anchor Group B Anchor Group D BUCKHEIGHT(SEE '[.1
25-1/2" 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 141 1+C2+1 4 1+C2+1 5 SHEETS 3-4).SASH SIZE 1+C3+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 AS PER THE FIGURES ON
t
1; 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 .4 1+C3+i 5 1+C3+1 5 1+C2+1 21 1+C2+1 3 1+C2+1 41 1+C2+1 41 1+C3+1 51 1+C3+1 5 SHEETS 6-6.
35" 17.397 1+C2+1 2 I+C2+1 3 1+C2+1 4 I+C3+1 4 1+C3+1 5 I+C4+1 5 1+C2+1 2 I+C2+1 3 1+C2+1 4 1+C3+1 41 1+C3+1 51 1+C4+1 5 2)FOR SIZES NOT
42" 20.397 1+C2+1 2 1+C2+1 3 I+C3+1 4 I+C3+1 4 I+C3+1 5 I+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C3+1 151+G-4+1 5 stlowN,ROUNo UP TO
THE NEXT AVAILABLE �+ !,f 48" 23.397 1+C2+1 2 I+C2+1 3 I+C3+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C3+1 4 1+C3+1 4 1+C4+1 WIDTH OR HEIGHT1.DIMENSION SHOWN ON
60" 29.397 2+C2+2 2 2+C2+2 3 2+C3+Z 4 2+C3+2 4 2+Cd+2 6 2+C4+2 5 2+C2+2 2 2+C2+2 3 2tC3+2 4 2+C3+2 4 2+C4+2 +C4+2 5 THETA$LE.
76" 3fi.897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 6 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 +C4+2 5 3)SEE SHEET 9FOR A
SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A.LYNN'MILLER,P.E.
TABLES. P.EA 6a705