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HomeMy WebLinkAboutProduct Approval -,Florida Building Code Online Page 1 of 4 4 i'k s� i. dax II rf3ig SCIS Home Log In User Registration s Hot Topics wq Submit Surcharge .`Stats&Facts Publications FBC Staff BCIS Site Map Links }Search Business ; ��feSSI�C1c r� 4Pr6dUCt Approval I` i USER:Public User w .. ., :. ,..• •.. r:....::.::..:.:._..... .. i > roSearch.Rpf ;.> �, >Application Detail... FL# FL243-R17 -_ Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived j Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category go'Iflows Subcategory Fixed 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35VD... 3/1/2016 Florida Building Code Online Page 3 of 4 Other: Please see the Miami-Dade County Notice of ;1.24.33 Ra:_I,1._;!,_5..:_i,526_.1Ys_,.f f 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: 243.7 PW-820 (Large Missile Impact) jAluminurn Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2.4=....(�1,T_ CAC 1-- 2 .2�E_ if .......3 .... _ ........................................_...._.._._.__._.......... Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of „l' 3.._P,17 T...1..5.-0.52.. .Zv_vaf 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: 243.8 PW-2720(Large Missile Impact) IVinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes E,�.'..�3...._tir...C;.C_C....,;:''._112 _)4.:c ` Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/11/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL24 _.._[1_'..__il,__,3.:.:'._2L5.C; _,_Cf. 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: 243.9 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Wiindow Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes r"L2"5._..R1.7 C' CAC 1.-06D9.0> Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/16/2017 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of L2�,_.,_f,<._�I__tT,_._I`3-;; ..v`w_:.E.._l;P,;_c,;^ 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: 243.10 PW-3020 (Small Missile Impact) Architectural Systems Aluminum Fixed Wiindow Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL24 R17 C CA(' ?.::;-(F 03.ii7 r; 1��` Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/17/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of F1_243- R1_7 11._.1.;5=113,<,09.07 SMI.rc_ 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: 243.11 PW-5420 (Non-Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243; R1.7 r, ('-'AC 14-0930.24,p Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of --L%G_3__R1_!._.II,_,_14-093t_24, df 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: 243.12 PW-5440(Non-Impact) Vin I Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2.4'? R17 C CSC 1=-G�15.02,.,df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R17 11 15-041 5,02.,df 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: 243iVinyl Fixed Window http://www.floridabuilding.org/pr/n _app_dtl.aspx?param=wGEVXQwtDqu'rhwFvZ35VD... 3/1/2016 Florida Building Code Online Page 4 of 4 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 P,17 C. CAC: 14-0330.2 i.nff Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL2�_= R17 II 14-093Q.25.,- 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: 243.14 PW-5540 (Large Missile Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes EL243 R17 'C" CA,i' 5-.0A :; )i_x` ........................................................................>......... ......_..._..._ ......... Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of =L 143 3,17 if15=i4_155 11_ u 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: i .sa Ck Psxt Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: r http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3 mwFvZ3 5 VD... 3/1/2016 1 MIA►MPDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) rnvw.miamidade.¢ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series"P 552_UY yl"PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval 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, modoUseries, 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 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. NOA No. 14-0930.25 CMIAMli-IDAD' UNTYr�/��j Expiration Date: Apri130,2020 Approval Date: Apri130,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7897,dated 08/01/14, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5"' Edition (2014),dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentxyGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. Manuel et ez,P.E. Product Contr E aminer NOA No. -0930.25 Expiration Date: April 30,2020 Approval Date: Apri130,2015 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBG-5111 Edition (2014),dated September 27,2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated September 27,2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control,dated 6/26/14, signed by Jaime Gascon, P.E. Supervisor,Product Control Section. G. OTHERS 1. None. Manuel z,P.E. Product Contr 1 E aminer NOA No. 4-0930.25 Expiration Date: April 30,2020 Approval Date: April 30,2015 E-2 GENERAL NOTES:SERIES 5520 IMPACT RATING DESIGN PRESSURE RATING IMPACT RESISTANT,VINYL FIXED WINDOW_ LARGE 8 SMALL MISSILE VARIES PER GLASS TYPE,SEE IMPACT RESISTANT TABLES 4-13,SHEETS 6-10 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY MAX.BUCK WIDTH SEE TABLES 4-13 _ MAX.BUCK WIDTH SEE TABLES 4-9 SHORT OR LONG SIDE) ( SHORT OR HURRICANE ZONE(HVHZ). ( LONG SIDE) !41'°MA 1 25'MAX. MAX.O.C.SEE 6'MAX. D,SEE M$X 0 CSEE'TABLES4•,_ 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B.SEE I - TABLES 4-13 - "- "`"t'�=-.� 4 INYed a9 tON I•ia w116 if�r FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD SHEET 31 SHEET 4 to P) 9 LITE(CAP)MUST TEMPERED. Plorldn ululnOC )JC Dnlc 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE T I VISIBLE NOAf! _ Cj VISIBLE I M171aml I n e Produ 1 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR LIGHT WIDTH MAX.BUCK LIGHT WIDTH EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND HEIGHT,SEE _ _—_ By-• CONCRETE WITH MIN.KSI PER ANCHOR TYPE. _ _ _____ ___ _—_ TABLES SEE .�, ----------- -� 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X J (LONG INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO I / + SHORT SIDDE) I / VISIBLE a SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.112'THICK OR GREATER.1XAND 2X ' VISIBLE 1 BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE A i LIGHT - A.SEE C I / LIGHT C.SEE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE / HEIGHT SHEET 3 HEIGHT SHEET4 ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). p MAX.BUCK 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR i i HEIGHT,BEE STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. I• TABLES INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING MAX.O.C. (LONG OR Uj I'l.SHORTSIDE)STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEE TABLES MAX.O.C. >AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4-13 SEE Of6)MAX.114-SHIMSARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT _ TABLES - _ �nIS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLED I 4-9 0 N LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST B i__ 6•MAX __�.. D�— + 1.25 MAX -1 M MLOADS IMPOSED ON THEM BY THE WINDOW. Z•J �LL �TYP.EQUAL-LEGlBOX& TYP.INTEGRAL,FIN&J'CHANNEL� LL _7)DESIGN PRESSURES: - UV X S2 -6A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,FRAME FLANGE FRAME(90°CORNERS) __ANALYSIS AND GLASS PER ASTM E1300. ANCHORED TNROUGH�NAIL FIM w— 0 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLEr 1.25"MAX. F> 00. VTEST PRESSURE,FRAME ANALYSISAND GLASS PERASTM E7300. 8"Mme• n O 0Z D..8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEDTO RESISTTHE - 6"MAX. /WINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% ` STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 O.C. W LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. MAX.O MAX.O.C.SEE SEE m ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET SEE TABLES 1 TABLES 4-9 TABLES 0 a p o8 Ia o THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 4 13 __L 4 9 Z W FF_.. F 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C. CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / SEE TABLES / VISIBLE 'a X Z al os VISIBLE 4.13 LIGHT JURISDICTION. HEIGHT U- vNi LIGHT 10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;ELCO CRETEFLEX HEIGHT MAX.BUCK w } W NOA;ELCO AGGREGATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE& / HEIGHT,SEE O Z W IL BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN HEIGHT,SEE TABLES 4R U' Q' SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN / TABLES 4.9 (LONG OR a/I!1asa0 sauas MANUAL (LONG OR VISIBLE SHORT SIDE) VISIBLE SHORT SIDE) LIGHTWIDTH ���1 ( LYNN 77�. 11)PVB AND SG INTERLAYERS MANUFACTURED BY E.I.DUPONT DENEMOURS&CO.,INC. LIGHT WIDTH �� pCC AKA KURARAY AMERICA,INC. �' _ P�,• �,10ENSe'•.•t�,p 6"MAX. _— GENERAL NOTES.........................1 �— MAX.O.C.SEE TABLES 4-9 -� �- 1.25"MAX. N0.58705 ELEVATIONS.................................1 6"MAX. 1.25" FRAME,GLASS&ANCHOR ���� MAX.O.C. MAX. - "t" _ OPTIONS.............................2 VISIBLE LIGHT FORMULAS SEETABLES4-13 -MAX,BUCK WIDTH BEE TABLES 4-9 :, CA 1 �� INSTALLATION,FLANGE& WIDTH:BUCK WIDTH-4.3/16' MAX.BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) STAT OF EQUALLEG..........................3 HEIGHT:BUCK HEIGHT-4-3/16" (SHO RT OR LONG SIDE) TYP.INTEGRAL FIN INSTALLATION,INTEGRAL FIN& TYP.EQUAL-LEG/BOX& ��¢`1�/F.ORIO �G J-CHANNEL..........................4 J-CHANNEL FRAME(CURVED OR S GLAZING DETAILS........................5 FLANGE FRAME(CURVED ANGLED CORNERS) '/�,ONA� � DESIGN PRESSURES...................6-10 OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) BOM&ASSEMBLY.......................11 A.LYNN MILLER,P.E. P.E.p 56705 TABLE 1: WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: GlassTable Description Type - - - - # v or Cap+_.7116"Alr'Sp66e+5116_'Laminated-(2)Liles of+T/8"A Glass-with.090"PVB Interlayer,Y 4 "A.=ANNEALED F7 7 7!B'laminated LG.:118 A Exteri _ _ 8 7/8"Laminated I.G.:1/8 T'Exterior Cap'+7/16'Air Space+5/16"Laminated;(2)Liles of 118"A Glass with.090"PV64nnterlayer 5 "H'=HEAT STRENGTHENED 9 718"Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+5116"Laminated;(2)Liles of 1/8"A Glass with.090"PVB Interlayer 6 "T"=TEMPERED Oa fl� "PVB'=.090"PVB INTERLAYER BOX OR 10 7/8"Laminated I.G.:3116"T Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass w th.090"PVB Interlayer 6 -SG"_.090-SENTRYGLAS 11 1"Laminated I.G.:118"T Exterior Cap+7/16'Alr Space+7/16"Laminated;(2)Liles of 3116"A Glass Wlth.090"PVB Interlayer 7 INTERLAYER 0� EQUAL Q 12 1"Laminated I.G.:3116"A Exterior Cap+318"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"PVB Interlayer B FLANGE O LEG [ 13 1'Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+7118"Laminated;(2)Liles of 3/18"A Glass with.090"PVB Interlayer 9 H,. 14 1"Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+7116"Laminated;(2)Liles of 3116"A Glass with.090"SG Interlayer 10 15 1"Laminated I.G.:3/16"T Exterior Cap+318"Air Space+7116"Laminated;(2)Liles of 3116"A Glass With.090"SG Interlayer 11 GLASS TYPES 14 THROUGH 16 1"Laminated I.G.:118J-"T Exterior Cap+7/16"Air Space+7116"Laminated;(2)Liles of 3116"H Glass with.090"SG Interlayer 12 ' MAY NOT BE USED WITH J-MAY OR INTEGRAL 17 11.Laminated I.G.:3116"T Exterior Cap+318"Air Space+7/16"Laminated;(2)Liles of 3116"H Glass With.090"SG Interlayer 13 •FIN FRAMES. TABLE 2:ANCHORS INSTALLED THROUGH FRAME Min.Edge Min. •MIN.OF 3 THREADS Group Anchor Substrate BEYOND THE METAL Q Distance Embedment' SUBSTRATE.FOR I� P.T.Southern Pine(SG=0.55) 7/16" 1-3/a" STEEL STUDS,MIN J-CHANNEL UQ INTEGRAL OQ #10 SMS Steel,A36• 3/8" 0.050" Fu=45 KSI. IF (steel,18-8 S.S. Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) "UNGROUTED CMU' A Or 410 S.S.) Aluminum,6063-T5' 3/8" 0.050" VALUES MAY BE P.T.Southern Pine SG=0.55 7116" 1-318" USED FOR GROUTED ( ) CMU APPLICATIONS. 3/16"steel Ultracon Concrete(min.2.85 ksl) 1" 1-3/8" Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" #12 SMS P.T.Southern Pine(SG=0.55) 9116" 1-318" B (steel, SM S.S. Steel,A36' 3/8" 0.050" Or 410 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES Aluminum,6063-T5' 318" 0.063" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4.13,SHEETS 6-10. 114"steel Ultracon Concrete(min.2.85 ksl) 1" 1.314" LONG LONG LONG SHORT C Ungrouted CMU,(ASTM C-90) 2-1/2' 1-114" fes ___SIDE___�i F- SIDE -, I SIDE r -I SIDE i 114"steel Creleflex Concrete(min.3.35 ksl) 1" 1-3/4" T r T r - 114"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-318" �w �w �w Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" zN °xm q _°-� 114"steel Creleflex m v P.T.Southern Pine(SG=0.55) 1" 1-318" 1/4"steel P.T.Southern Pine(SG=0.55) 1" 1-318" 1_- -- 1 E D (9 FNrI&JmcomplyingaIILt!a Aggre-Gator Grouted CMU, ASTM C-90 2" 2" LONG LONG LONG LONG LONG (7 �v Flarlcln 11 1311" a ( ) I'- SIDE -'I I` SIDE -"I I+ SIDE --I {"-' SIDE -�� I� SIDE -^( 0 r' U.w 1/4"steel Ultracon Concrete(min.2.05 ksi) 2-1/2" 1-314° r--- 7 r- - T --- T r- - r ° NDA# 114"steel Creleflex Concrete min.3.35 ksi 2-1/2" 1-314 F F r rI T Mlnm�ProiJa ,4 1/4"steel Aggre-Gator Concrete(min.3.275 ksl) 1-112" i-3/8" 00 _ =N oN =m Ity. TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN 1 I 1 I _ I 1 1 L_- -J L J Group Anchor Substrate Min.Edge Mln. �� V r�rr Distance Embedment• \��`pNV ...... ,.ve E 2-112 x.131"Common Nall P.T.Southern Pine 3/8" 2-7116' �ti��•' tCENSF '(FP •2{1/2"RI-ngcshank:Roo6ng_Nelf-_RT..Soulhem-Pine-(SG=:55)--316 '-2=7116""-3No.587D5 * ' P.T.southern Pine(sG=.55) 112^ 1-318' = VINYL FIXED WINDOW NOA(LM&SM) 9/9/14 ' #10 Trusahead 51AS Aluminum,8083-T5' 318" 0.050" (steel,1041 S.S. Steel Stud,Gr.33• 3/B" o.D451'(18 Ge.) o GLASS/ANCHORS/FRAME OPTIONS oa J ROSOWSKI = '� �Rs, ) ¢r ata S.S.) ;1s w ST (U co Steel,A36' 318 0.050" P.T.Southern Pine(SG=.55) 9116" 1-918^ 'MIN.OF 3 THREADS CERT.OF AUTH.#29296 #12 SMS Aluminum,6063-T5" 318' 0.063' 1 BEYOND THE METAL ryl 4/UNAL N v / 1070 TECHNOLOGY DRIVE (9I¢BI,18-8 S.S. SUBSTRATE.FOR rc o:b Steel Stud,Gr.33' 3/8" 0.050' STEEL STUDS,MIN N.VENICE,FL 34275 M 4105.S.) `" d -' A.LYNN.E.959 05 P.E. Steel,A38 31W 0.050' Fu=45 KSI. (941)-480-1600 PW-5520 NTS 2 OF 11 z° MD-5520.0 z° p.E.#59705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEGIBOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHOREDTHROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. _ SEE NOTE 2,THIS SHEET. OPTION 1 EMBEDMENT EMBEDMENT ANCHOREDTHROUGH —F— EDGE DISTANCE —�{I {� 114'MAX. 114-MAX, FRAME INTO 2X WOOD I SHIMPSHIM FRAME OR BUCKSTRIP. I2 4SEE NOTE 2,THIS SHEET. EDGE EDGE EMBEDMENT DISTANCE 5 DISTANCE FLANGE FRAMESHOWN TYP.ANCHORTYPE, TYP.ANCHOR TYPE, 1'THICK I.G.1/4'MN(' EMBEDMENT AND EDGE EMBEDMENT ANO SHIM DISTANCE PER EDGE DISTANCE PER TYP.ANCHOR TYPE, SUBSTRATE, a J� SUBSTRATE,SEE EMBEDMENT AND SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2. g a_ EDGE DISTANCE PER ; : ljol o�D •, SUBSTRATE,SEE O TABLE 2,SHEET 2. a. C=U =1I 718'THICK I.G. VISIBLE LIGHT WIDTH L " FLANGE EXTERIOR O EQUAL- FRAME ((�� LEGIBOX NOTES: SHOWN V FRAME 718'THICK I.G. BUCK WIDTH SHOWN 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE , WINDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 3,SHEET 2. PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 1/4'MAX VISIBLE 1-112'THICK ARE TO BE CONSIDERED 1X HEIGHT BUCK LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF SHIM #10 OR#12 STEEL 114'MAX.SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS(G5),SEE BUCKS DEPICTED AS 2X ARE 1-112'THICK OR TABLE 2,SHEET 2. - GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH G)HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM 1'THICK I.G. BEADING TO BEADING. FLANGE EQUAL LEGfeOX aPDravcd v cmoplyiu2 n11h H:> FRAME 'F'loridn niuin8 od SHOWN FRAME 5 TYP.ANCHOR TYPE, SHOWN o NO mI a Product C EXTERIOR I`—I EMBEDMENTAND 00 EXTERIOR O a 4 O IL JI EDGE DISTANCE PER SUBSTRATE,SEE INSTALLATION INSTALLATION TABLE 2,SHEET 2. EQUAL- OPTION 4 OPTION 4 LEGIBOX ANCHOREDTHROUGH ANCHOREDTHROUGH \��ttty LYA�N ll���i FRAME r1/4'MAX.SHIM FRAME INTO METAL FRAME INTO METAL `� �pN 411, SHOWN a\•' JCENSF '•.F� ❑ Q .. a =VINYL FIXED WINDOW NOA(LM&SM) n 9/9/14 ' * No.58705 /= EMBEDMENT �HEIGHTIBUCKHEIGHT-4-311F IBLE LIGHT FORMULAS _ • •• •.• v FLANGE&EQUAL-LEG/BOX FRAMES o� J ROSOWSKI ��•';���j.3 ,0� SYAT�<v� INSTALLATION H: CK WIDTH 4-3/16" ® '•,FLORID?.• G\�� OPTION CERT.OF AUTH.#29296 ANCHOREDTHROUGH •��— EDGE DISTANCE >" '"',,'9/OnJAL 00 FRAME DIRECTLY INTO VERTICAL SECTION B-B 1070 TECHNOLOGY DRIVE �; y ao "'111110 CONCRETE/CMU. N.VENICE,FL 34275 o �, i A.LYNN MILLER,P.E. (941)-480-1600 PW-5520 NTS 3 OF 11 z MD-5520.0 r z° P.E.n 66705 INS�I�ALLA ©111ECAILSEFOR INTEGR'AL'�FIN�&��°5`CFiAN".NEL FRAiVIES INSTALLATION INSTALLATION _ OPTION 6 OPTION 5 1/4"MAX.SHIM — L 1/4"MAX.SHIM II ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT INTO 2X WOOD FRAME OR BUCKSTRIP. I FRAME INTO 2X WOOD I Imo- EDGE DISTANCE ANCHORED THROUGH FR INTEGRAL FIN INTO 2X WOOD I. EMBEDMENT a NOTE 2.THIS SHEETSEE SEE NOTE 2,THIS SHEET. FRAME OR BUCKSTRIP.SEE I I NOTE 2,THIS SHEET. EDGE EDGE DISTANCE DISTANCE J-CHANNEL FRAME SHOWN L ❑ EMBEDMENT �O 1/4'MAX.SHIM TYP.ANCHOR TYPE, Q 1"THICK I.G. EMBEDMENT AND D TYP.ANCHOR TYPE, EDGE DISTANCE PER EMBEDMENT AND EDGE SUBSTRATE,SEE TYP.ANCHOR TYPE, 6 DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. - INTEGRAL a EMBEDMENT AND EDGE 5 SEE TABLE 3,SHEET 2. (SCREW SHOWN) - FIN (NAIL SHOWN) 0❑ 718"THICK I.G. U FRAME DISTANCE PER SUBSTRATE, J-CHANNELJ EXTERIOR VISIBLE LIGHT WIDTH 7 SHOWN SEE TABLE 3.SHEET 2. (NAIL SHOWN) FRAME 7/8"THICKI.G. NOTES: SHOWN V BUCK WIDTH 1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2&3,SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS BUCK VISIBLE THAN 1-112"THICK ARE TO BE CONSIDERED 1X LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL HEIGHT HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4'MAX.SHIM _#10 OR 412 STEEL 1!4"MAX. WOOD BUCKS DEPICTED AS 2X ARE 1.112'THICK SMS(G5),SEE SHIM OR GREATER.IX AND 2X BUCKS(WHEN USED) / TABLES 2&3, SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET2. LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 0 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO 1"THICK I.G. REFERRED TO AS DAYLIGHT OPENING) �Q DQ MEASURED FROM BEADING TO BEADING.. FIN AND/OR Appr."d n9 cnmplylcR n11A Nu .. FLANGE MAY BE Fludd uluin�Coe. REMOVED IN-FIELD Dolc INTEGRALFIN EXTERIOR - T Ixml ade Prnduc EXTERIOR O TYP.ANCHOR TYPE.EMBEDMENT FRAME SHOWN D� - 0 0 3 AND EDGE DISTANCE PER ID B7 SUBSTRATE,SEE TABLE 3,SHEET 2. INTEGRAL (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8 FININSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, `\11111 110/,// 114'MAX. FRAME SHIM INTO METAL.SEE TABLE 3.SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. �Y\ON.( LYNN SHOWN ❑ o � 110ENSF '•.'P INSTALLATION OPTION 5 DISEDGETANCE VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 - No.58705 ANCHOREDTHROUGHWIDTH:BUCK WIDTH-4-3116' d - T -- INTEGRAL FIN INTO 2X _ o J-CHANNEL&INTEGRAL FIN FRAMES141 J ROSOWSKI =-p � WOOD FRAME OR —� VISIBLE LIGHT FORMULAS _V o STATE o I s:mow; BUCKSTRIP.SEE NOTE 2, ' % T• ' a po '•.RORIOh.•'• .� THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-4-3116' CERT.OF AUTH.#29298 ry °i ,'�s`s/ONAI..��U�` V1070 TECHNOLOGY DRIVE VERTICAL SECTION D D �o N.VENICE,FL 34275 h , . MI (941)-480-1600 PW-5520 NTS 4 OF 11 2!P MD-5520.0 a z° A.LYNN MILLER,P.E. o P.E.#58705 —� 7/8"NOM. —�I 7/8'NOM. --►{ 718"NOM. 7/8"NOM. 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB I I 5/16"A/A PVB 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE nl;r+nrrd;+e eomli13in8 wills IAa Nod&lluldin9 Cod 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS--\ 3/16"T GLASS--\ unlr. _ r;\ D• rj NOAH EXTERIOR a a EXTERIOR a EXTERIOR EXTERIOR ami Dude rralut!C mi DURASEAL, DURASEAL, DURASEAL, DURASEAL, Rf SUPERSPACER——+ SUPERSPACER SUPERSPACER—tl�mSUPERSPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 N a 1.NO 1"N M. 1"N M. 1'NOM. I I Y U) .aa 7/16"A/A PVB 7/16"A/A PVB 7/16"A/A PVB 7/16"A/A SG Q m 0 Cl 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIRSPACE 3/8"AIR SPACE >-r <t alo0 0 O 118"T GLASS 3/16"A GLASS--\ 3116"T GLASS--\ 3/16"A GLASS--\ M N " N a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR z LL N LL m ;78'0 DURASEAL, DURASEAL, DURASEAL, DURASEAL, U U x o SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER w z 02 v y ord OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER ~o W m O ^ � �/.+p GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z a:z a LL z too 00 l�ays ® N � 1"NOM. +{ 1'NOM. 1"NOM. ~ Z I I ¢ W 0 aloes 7/16"A/A SG 7/16"H/H SG — 7/16"H/HSG EXTERIOR o X 0 0 Z 318"AIR SPACE 7/16"AIRSPACE 3/8"AIR SPACE— ~ J N 1/2^NOM.GLASS cWi r 3116"T GLASS 1/8"T GLASS 3/16"T GLASS BITE TYP. d 75 OR 76 OR 77 all!1 rosap sauag a EXTERIOR EXTERIOR EXTERIOR 7 74 DURASEAL, DURASEAL, DURASEAL, O O \�� ��NV LYNIV 1�l SUPERSPACER SUPERSPACER SUPERSPACER —• �� C� OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER ��•.•''W,WGENyC'. (gyp i GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78 ` Na.58705 GLAZING NOTES: .. �OT'.• STA E UF'� (V�� "A"=ANNEALED (GLASS TYPES IA THROUGH (<` '•.;`ZORI01*,.•' N. 17 MAY NOT BE USED WITH 'i.S "H"=HEAT STRENGTHENED J'CHANNEL OR INTEGRAL TYP. GLAZING DETAIL "T"=TEMPERED . %S' FIN FRAMER "PVB^=.090"PVB ^SG"=.090"SENTRYGLAS A.LYNN MILLER,P.E. P.E.R 58705 TABLE 4: Window Design Pressure,(+/•pso Usetorl cess 118"A Cap-Airspace-5116"A/A with PVB rye; Window Long Side(In} TABLE D)MENS)ONS MAY BE Dimensionsd59A5'" 54 56 68 62 64 66 72 76 80 84 87 ORIENTED VERTICALLY OR 18 +/-50 +/-50 +/-SO +1-50 +1.60 +1.50 +1-50 +t-60 +1.50 +/-50 +/-50 +/-50 NORIZONTALLYASSHOWN. 20 +J-50 +l-50 +/-50 +/-50 +/-50 +1.50 +/-60 +1.60 +1.50 +/-50 +/-50 +/-80 LONG SIDE APPr0.dnteemldyicgnhbtM 22 +/-60 +1.50 +1.50 +/-60 +/-60 +1.50 +/-50 +/-50 +1.50 +1.50 +/-50 +1.50 + +- LONGSIDE -«- Flnrlds InI In..0 I Dnlc 24 +1-50 +1-60 +t-50 +t-50 +t-b0 +1-50 +1-60 +1•50 +1•50 +t-50 fJ-60 +1.50 �'"' 26 +/50 +h50 +/-50 1/-60 +/-50 +/-50 +1-50 +h50 +/•60 +/-50 +130 +/-60 N11=1 adri•rWu Trot SHORT 28 +/-50 +/-50 +/-50 W-60 +1.50 +/-60 +1-50 +1-60 +/-60 +1.50 W-50 +/-50 SIDE �y Uy 30 +/-60 +1.60 +1-50 41-50 +1-60 +1.50 +1-50 +1.50 +1-50 +/-50 W-50 SHORT SIDE d 32 fl•60 +/-50 +1.50 +1-50 +/30 +/•50 +J-50 +1.50 +/•50 +l-60 +1-50 +1.50 +/-50 +1.60 +1-60 +/-60 +1.60 +/-50 35 ti-SQ +t•5D f1-54 +t-50 +1.50 +1-50 +1-50 +f-60 �-.- LONG SIDE -►-' W 38 +1-60 +/.50 +/-50 +/-50 +f•50 +1-50 +/-50 T-- 40 +1.50 W-50 +/-60 +i-50 +/•60 +1.50 SHORT MAX. .C.SPACING ANCHORING MA%.O.C.SPAONGIFANCHORING SIDE 42 +/-50 +i-50 +t-50 +t-60 +t•b0 LONG THROUGHTHEFRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FIN PERSHEET4 SIDE 44 +/•50 +/•50 +1-50 +/-60 X APPLIES TO A,B,C OR O ANCHORS APPLIES TO E OR F ANCHORS r V) We 96 +/-50 +1.50 t/-60 (SEE TABLE 2) (SEE7ABLE 3) 48 t1-50 19, 4^ O Q' o 61.05 +/•50 } ^ N a1oG SHORT p y W SIDE -I C0c•') o - p Z12 uu>i LLL t<0 M410 `G TABLE 5: U U_ x C d Window Design Pressure,(+/-psq W Z m p �� -6 9,o Use INs leble F-• ter Gtass g o O p 2 Q 118"TCap-Airspace-6116"AIA with PVB Type: o z Li z Window Lang Side On) Q W LL Dimensions 60.926 64 66 68 70 79 7780 84 87 92 97 99 Z m 32 +/30 0-50 +/-60 +1-50 +/3D +1.50 +/-50 +/-60 +1-50 +/-50 +1.50 +/30 +J-50 3 F 34 1430 +j-50 +1-50 +/-50 +1.50 +1-50 +1-50 +1.60 t1-50 +/-50 +t-50 +1+47.3 +t-46.7 00 Lu 1-5 36 +130 +1-50 +/-50 +/-50 +/30 +l-50 +/•50 +/30 +/•50 +t-50 +/•47.6 +1.45.4 1/•44,6 u Z 38 +130 +/-50 +/-50 +/-50 +/-60 1/-60 +/-50 +/-50 +1-50 +/-49,1 +1.46.1 +/-03.9 to Z 40 +1-60 +1-60 +t-50 +1-50 +130 +/-50 +1-50 +1.60 +1-50 +1-48.2 +1.46.1 W Ix III s LL 42 x D � +130 +/•50 +1.50 +/-60 +1.50 +/-50 +/-50 +130 +1.49,8 +l-47.4 o 1 Z ucV„ 44 W-60 +t-50 +/-60 +1.50 +130 +1.60 +1.60 +1.50 +/48.9 w 530 N 46 +130 +1.60 +1.50 +1-50 +1.60 +/-50 +1-50 +1.49.9 z W 0. g 48 +/-60 +1.50 +l-50 +/-50 +/30 +1-50 +/-50 to 60 +130 +1-60 +1.50 +1.50 +/30 +1-50 52 +130 +1.50 +1.50 +/-50 +130 MAX.O.C.SPACING IFANCHORING MAX,D.C.SPACING IFANCHORING ��11111111/// 54 +/30 ih6D +/-60 +/-50 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET ;\\p0,( LYNAr 41/7�G \ l APPLIES TO A,9,CORDANCHORS APPLIES TO E ORF ANCHORS NOTES: ` ,,�� (( 66 +130 +/-50 +/-50 1)SUCK DIMENSIONS SHOWN. C y10ENS� ..E`,p 58 +/3D +h50 (SEE TABLE 2) (SEETABLE 3) ` t 15" 3.5"FOR E ANCHORS,4-FOR F ANCHORS 2)FOR SIZES NOT SHOWN,ROUND UP TO THE _ No.56705 '• 60.926 +130 NEXT AVAILABLE SHORT OR LONG DIMENSION. =_ 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), (r FIND THE SMALLEST SQUARE WINDOW SIZE IN �"� 1•J •((/THE TABLES)ABOVE WHICH THE ARCHITECTURAL �.tti•'• S A WINDOW WILL COMPLETELY FIT WITHIN. i�s'••.S,t,OR1DA.••'��7 s //jaAW.Eo Iruull"' A.LYNN MILLER,P.E. P.E.#58705 i TABLE 6: Window Design Pressure,(+1-psi) Use ms Iahh 3/16"A Ca -Airspace-5116"AJA with PVB 9&10 3116"T Ca -Airspace-5/16"A/A with PVB T7Pg TABLE DIMENSIONS MAYBE Window Long Side(n) ORIENTED VERTICALLY OR Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN. 32 +150 +1.50 +/-50 +/-60 +1.60 +/-50 +/-50 +/-60 +/-50 +/-60 +/-60 +l•60 +/50 LONG 4pproved as aomplyia0nIIh res 34 +1.50 +1.50 +/-50 +/•60 +/-50 +/•50 +/5D +/-50 +1-60 +1.60 +/-50 +/-50 +150 SIDE FIa�Wa mall Od �-+- LONGSIDE -�- NOAH O �0 5 36 +750 +/-50 +1.50 +/-50 +1.50 +1-50 +/50 +1-54 +1.50 t7-50 +/-50 +/-50 +/50 �- 611em1UadcProdaGC 38 +I50 +1.50 +/-50 +/•50 +1.50 +/-50 +/50 +/-50 +/-50 +1.60 +/-SD +/-60 40 +1-50 +7.50 +160 +I.50 +1.50 +/-50 +150 +1-60 +/-50 +1.50 +/-50 SNORT 0y slnE ^c 42 +/50 +/-50 +/-50 +/-60 +/-50 +1-50 +750 +/-SD +1.50 +1-50 SHORT 44 +/-50 +/-60 +/-50 +l•60 +1.50 +/•50 +/50 +/-s0 +/-50 SIDE rn 46 +/50 +1.50 +/-50 +1.60 +1.50 +/-50 +754 +1.50 a 48 +/-50 450 +l-SD +/-50 +1-50 +/-50 +I-W +- LONG SIDE -+-� 60 +/50 +/-50 +/-60 +/•60 +/-50 +/-50 a 52 +1.50 t7-5g +/-50 +/50 +j-SD MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 54 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 SHORT a +150 +1.50 +/-50 +/-50 LONG 56 +150 +/-60 +1-50 APPLIES TO A,B,COR DANCHORS APPLIES TO E OR F ANCHORS SIDE SIDE (SEETAB C2) (SEE THOLE 3) i W r {xty a 11 58 +I.6D +/-50 IS" 3.5"FORE ANCHORS,4-FOR FANCHORS _I- } 60.926 +150 W rn 0 p >-n n alaO 0 N SHORT ( 0 TABLE 7: SIDE 1- Q J pn FG O Z TL r LL LD -,O Gam' INindowDesignPressure,(+1-psf) Uselhslable 1:W _ 1/8"TCap-Airspace-7116"A/A withPV13 F°`�q 11 wz x041 U) Window Long Side(n) o C0 ^ , 9410 Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 Z a Z 32 +1.74 +1-70 +/-70 +/-70 +/-70 +1-70 +1.70 +170 +1-70 +1-70 +/-70 +/-70 +1-70 Q J 0 34 +1.70 +1-70 +1-70 +1.70 +170 +1-70 +1-70 +/-70 +/-70 +1-70 +1.70 +7-70 +/-70 Z Q n 36 +/-70 +/-70 +1-70 +1.70 +1.70 +1.70 +1.70 +/-70 +/-70 +1-70 +/-70 +170 +1-70 m 0 F" laays 38 +/-70 +/-70 +/-70 +1.70 +/-74 +/-70 +/-70 +170 +I-70 +/-70 +/-70 +1-70 V 0 W 40 +/-70 +1.70 +/-70 +/-70 +/-70 +/-70 +1.70 +1.70 +/-70 +/-7D +1.70 42 +l-70 +/-70 +I-70 +/•70 +/•70 +/-70 +/70 +t-70 +1.70 +!•70 5 p W o,00g V 44 +7.70 +/-TD +/70 +/-70 +170 +1-70 +1.70 +170 +1-70 ��., < a o in 46 +!•70 +1-70 +1-70 +l•70 +1-70 +/-70 +/-70 +170 ° j uu') 4e +/a4 +/-70 +/-70 +/•70 +I7o +/74 +a70 z W 60 +170 +1-70 +/-70 +1-74 +170 +/-74 j O. 52 +/-70 +/-70 +/-70 +/•70 +/-70 MAX.O.C.SPACING IF ANCHOR!NG MAX 4 THROUGH,O.C.SPAO NG IF ANCHORING ep,y rosa0 sauag 5-0 +/70 +/-70 +/-74 +/•70 THROUGH THE FRAME PER SHEETS 3& THE INTEGRAL FIN PER SHEET4 111 r,_ 56 +1.70 +/-74 +1-70 APPUESTOB,CORDANWORS APPLIES TOE ANCHORS �0 Fly LYNN,. 68 +/-70 +/•70 (SEETABLE2) (SEE TABLE 3) NOTES• \�`•��\a . 255" 4" t)BUCK DIMENSIONS SHOWN. 60.926 +1.70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE h 1 No.58705 >+ NEXT AVAILABLE SHORT OR LONG DIMENSION. -_ ./ ~ .a Jf 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), •Z1 '• -r�,3 ��y ;•N `� FIND THE SMALLEST SQUARE WINDOW SIZE IN ',0�',• S-ITE Or . THE TABLES)ABOVE WHICH THE ARCHITECTURAL '•, C ORIDP.•''�•�`�;:� WINDOW WILL COMPLETELY FITWITHIN. �' �;v4, •••••••' `rF�C7IIIA! �111111�1�1 A.LYNN MILLER.P.E. P.E.q 58705 TABLE 8: Window Design Pressure,(+!-psQ We this fable lot Glhss 12 3116"A Cap-Airspace-7116"AIA with PVB Tye; W Indow Long Slde(In) TABLE DIMENSIONS MAYBE Oimenslons 69.649 71 73 76 76 80 85 86 09 92 96 1 99 ORIENTED VERTICALLY OR 32 +1.70 +/-70 +/-70 +/-70 +1.70 +1-70 +1-70 +1770 +1-70 +1-70 +/•70 +1.70 HORIZONTALLY AS SHOWN. 34 +1.70 +1.70 +1.70 +1-70 +1.70 +1-70 +/-70 +1.70 +1.70 +1-70 +/-70 +1-70 LONG 36 +1-70 +1-70 +i-70 +/-70 +1.70 +/•70 +/-70 +1-70 +/-70 +/-70 +1.70 +1-70 SIDE �"'PmredascomPlyidgglthOA f••+- LONG SIDE /� Maiida`al0ingC 38 +1-70 +1.70 +170 +170 +1.70 +l-To +Jao +1-70 +/-70 +Jao +1•70 +170 fy O��te_,t,p- O_ t5 41- +1.70 +1-70 +170 +1-70 +/.70 +azo +1.70 +170 +1-70 +/-70 +/-70 +/-70 NOAu[•�i,g Mland l du Product 42 +1-70 +1-70 +1-70 +/-70 +1.70 +1-70 +1-70 +/-70 +/-70 +l-TO +1-69.5 +1.66.7 SHORT `� SIDE Y" 44 +1.70 +1.70 +1-70 +1-70 +/-70 +/-70 +/-70 +1.70 +/-7D +/-69.9 +1-66.4 +/-63.7 SHORT " 46 +1-70 +/-70 +/-70 +1-70 +1-70 +1.70 +/-70 +1.70 +/-69.9 +1.67.4 +1.63.9 +/.61.7 SIDE 48 +/-70 +1.70 +1-70 +1-70 +1-70 +/-70 +1-70 +/-TO +/-67.8 +1-65,3 +1.61.9 +1.59.7 rc v 60 +/-70 +/-70 +/-70 +/-70 +1-70 +00 +/-69.6 +/.68.5 +/.65.9 +/•63.4 +/-59.9 � ti 52 +1.70 +1.70 +1.70 +1.70 +1-70 +/-70 +1.67.8 +1.66.9 +1.64.2 +/-61.6 �••*- LONG SIDE -•�-� v u a N 54 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-66.2 +/-65.3 +1.62.5 T ; 56 +1.70 +1.70 +1-70 +1-70 +/-70 +l-69.2 +1-64.7 +/-63.8 SHORT SIDE LONG 57 +!•70 +1.70 +1-70 +1-70 +/•69.8 +1.65.1 +1-64 � SIDE 60 +/.70 +/-70 +/-70 +/-69.7 +/-67 +/-65.3 U) 62 +/•70 +00 +/-69.9 +!•67.9 +/-65.2 MAX.O.C.SPACING IF ANCHORING MAX.D.C.SPACING IF ANCHORING THROUGHTIIEFRAMEPERSHEETS3&4 THROUGH THE INTEGRALFIN PER SHEET 4 0 0 C> Sd +1-70 +1-70 +1.68.3 +/-66.3 � Cn N 66 +!•69.9 +1-68.9 +/•66.7 APPLIESTOB,CORDANCHORS APPUESTO F ANCHORS �C.1' t- ti atop CT 68 +/-68.4 (SEETABtE 2) (SEETABLE 3) SHORT {- O M IS.5' 4„ SIDE r c"I to J C) 69,649 +1-67.1 z U- to u- to ...'a () TABLE 6: �- O� =NWindow Design Pressure(+1-psQ UselhIsleue a Wz m 0 �w mlo > U 3116"TCap-Airspace-7118"A/A with PVB torGkISS 13 O Typo: z zp r Window Long Side(in) v 0 F LL Dimenslons 69.649 71 73 76 78 80 _ 85 86 89 92 96 99 co 32 +1-70 +1.70 +1-70 +/-70 +/•70 +1-70 +1-7D +/-70 +l-70 +/-70 +/-70 +1.70 �i O W taav6 3d +170 +1-70 +t 70 +1-70 +170 +/-70 +1-70 +1-70 +1-70 +/-70 +1.70 +1.70 0 a Z X 36 +/-70 +1-70 +1-70 +1-70 +/-70 +J-70 +1-70 +1.70 +1.70 +1.70 +1.70 +1-70 U) 1CO - in z 38 +1.70 470 +/--70 +00 470 +1-70 +1.70 +1.70 +1-70 +1-70 +/-70 +1.70 W 111 7j 40 +1•70 +1-70 +1-70 +1=70 +1-70 +1-70 +1-70 +1.70 +/-70 +J-70 +1-70 +/-70 o X 0. 42 +1.70 +1.70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1.70 +1-70 1 +1-70 +1-70 f: LL z 04 o 44 +azo +/-70 +170 +1-70 +azo +/-70 +1-70 470 +170 +/-70 j +1-70 +1-70 46 +/-70 +1-70 +t-70 +1-70 +1-70 +1-70 +1-70 +/-70 +1.70 +t-70 +1.70 +1.68.6 O j p 4 48 +/-70 +1.70 +l-70 +/-70 +1-70 +1-70 +1-70 +1-70 +l-70 +1-70 +1.68.8 +/•66.3 aBly •asap sauag n 6o +1.70 +1.70 +1-70• +1.70 +1.70 +1.70 +/-70 +00 +/-70 +/-70 +/-66.6 c 62 +/70 +/-70 +170 +l-70 +1-70 +/70 +/-70 +/.70 +1-70 +l-66.6 ��� tv LYNN 4,r li,/ N 64 +/-70 +1.70 +/-70 +/-70 i/•70 +!•70 +l-70 +/-70 +1.69.6 NOTES: mit\'�� '•�1G6NSF'fl�c�P t)SUCK DIMENSIONS SHOWN, 4' 66 +1-70 +1.70 +1-70 +1.70 +l-70 +1-70 +F70 +/-70 �k 67 +/-70 +1.70 +/-70 +1-70 +1-70 +/-70 +00 2}FOR SIZES NOT SHOWN,ROUND UP TO THE No.58105 NEXT AVAILABLE SHORT OR LONG DIMENSION. ' 60 +/-70 +!•70 +l-70 +!•70 +/•70 +/•70 .v �STI�kEO, .'62 +1.70 +1-70 +1.70 +/•70 +1.70 MAX.O.C.SPACtNGIFANCNORING MAX.O.C.SPACINGIFANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), %_THROUGH THE FRAME PER SHEETS 3&4 THROUGH THF.INTEGRAL FIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN •O 64 +!•70 +/-70 +/-70 +/-70 P �5� APPttES TO B,COROANCHORS APPLES TO F ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL •.•LOR10 'N 66 +/-70 +!•70 +/-70 (SEE TABLE 2) (SEE TAbtE 3) WINDOW WILL COMPLETELY FIT WITHIN. �•,SS1p��� N s� 68 +1.70 +1-70 ISIS" 3.9" j1"I I I IIII InI``' 69.649 +1-70 A.LYNN MILLER,P.E. P.E.#68705 TABLE 10: taUe Window Design Pressure,(+1-psq Useor'G r«aHss 14 3116"A Cep-Airspace-7/16"AIA with SG Type: Window Long Side(in) Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR 32 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/410 +80/-110 +801-110 +80/-110 +801-110 HORIZONTALLY AS SHOWN. 34 f801-110 +80/-110 +80/-110 +801.110 +801-110 +801-110 +80/-110 +80/410 +80/•110 +80/-109.4 +80/-108.3 +801.107.6 LONG Approved m colupl]411R nigh CP, 36 +801-110 +80/410 +801-110 +80/-110 +80/-109.5 +801-108.6 +80/-106.8 +801-106.5 +80/-105.5 +80%104.7 +801403.6 +801-102.9 SIDE Fiorld H�ce,,38 +60/-109.7 +8D1•10B.9 +801-107.8 +80/-108.8 +80/•105.5 +801.104.6 +801.102.7 +801-102.4 +801.101.4 +80/-100.6 +801-99.4 +801-98.7 LONG SIDE DoleT NOAH 40 +801-106.3 +801-105.5 +80/-104.4 +801-103.3 +801-101.9 +80/-101 +801-99.1 +BO/-90.7 +80/-97.7 +80/-96.8 +801-95.7 +80/-96 / � Atleml Da 42 +801-103.3 +80/-102.6 +BO/-107.3 +BO1-100.2 +801-98.8 +80/-97.9 +80/-95.8 +801.95.6 +80/•94.5 +80/-93.6 +BO/-92.4 +BO/-90.7 SHORT SIDE 44 +801-100.7 +80/•99.8 +801-98.6 +801-97.6 +80/-96 +801-96 +801-92.9 f80l-92.6 +80/-91.5 +801-90.4 +801.87.1 +801-84.7 SHORT 46 +801.98.4 +80/-97.5 +801-96.2 +601-95 +801-93.4 1 +60/-92.5 +B01-90.3 +80/-89.9 +801.88.1 +80/-85.5 +80/-83.1 +801.81.6 -� SIDE _ o, 46 +80/-96.3 +801-96.4 +601-94.1 +80/-92.9 +601-91.2 +801-90.2 +801-88 +80/-87.6 +80/-84.6 '+80/-82.6 +80/-80.2 +1-78.6 ' a 0 50 +80/-94.6 +80/-93.6 +801.92.2 +80/-90.9 +601.89.2 +80/•80.2 +801-85.4 +80/•84.5 +80/-82.4 +801-80.2 +1-77.6 r r/l r 62 +801•93 +801-92 +80/-90.6 +80/•89.2 +80/-87.4 +801.86.4 +801-83.3 +80/•82,5 +80/•80.2 +/•78 ��- LONG SIDE c ; U) 54 +BO/-91.7 +80/-90.6 +80/•89.1 +80/-87.7 +80/•85.8 +801.84.7 +801-81.3 +80/•80.4 +/-78.1 66 +80/•90.5 +80/-89.4 +801-87.8 +80/-86.4 +80/•84.4 +80/-83.2 +/-79.3 +l-78,5 SHORT e,� a SIDE Y/ �v LONG 67 +801•90 +80/-88.8 +80/-87.2 +801•85.8 +80/-83.4 +801.82 +I-78.4 Y/ SIDE 1 LU > CO 60 +80/•87.2 +801.86 +801-84 +801-B2.5 +801-80.1 +1-78.6 J- 82 +801.84.6 +80/-83.8 +801.82.1 +80/-80.4 +/-70 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING m THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET U O 64 +801-82.9 +80/•82 +80/-80.1 +/-78.4 APPUESTOB,CORDANCHORS N N 0 66 +801.81.1 +80/-80.1 +/-70,3 (SEE TABLE 2) NOTADPUCABLE _y,l SHORT I- O a 68 +/•79.3 +/-70.4 'GLASS TYPES 14 THROUGH F J ccl M ]3.2" 17 MAY NOT BE USED WITH SIDE O J N J C, FB 69.649 +l-77.7 J-CHANNEL OR INTEGRAL Z LL .LL � "o�G FIN FRAMES. =LLUj TABLE 11: W- O 2 'aN OU X- o Window Design Pressure,(+/-psf) 1kelhisleNe H W m O v d �mG lar Glass 15 ti> O`1 g 3/16"T Cap-Airspace-7/16"A/A with SG Type' o z D z cn Window Long Side(in) V W LLO Dimensions 77,76 79 81 83 86 87 91 94 96 99 104 107 111 Z CO m 36 +801-110 +801-110 +8D/-110 +80/•110 +801-110 +801-110 +801.11ALLOWABLE MAX.O.C.SPACING IF 0 0 +801-110 +80/-110 +801-110 +80!•110 +80f-110 +801-110 H- ANCHORGROUPS ANCHORING THROUGH m O W Ieaw,S 40 +80!•110 +801-110 +801-110 +801-110 +80/-110 +801.109.9 +801-108.5 +801-107.5 +80/-1089 +801-106.1 4801-104.8 +801-104.1 +80-103.3 ® � Z a PER SHEET2 THE FRAME PER SHEET3 O � 42 +801.110 +80'-109.8 +80/-108.8 +60/-107.9 +801-106.7 +801-106.3 +801.104.8 +801-103.8 +801.103.2 +801.100.8 +801.97.7 +80/-96.4 +801.94.8 0,c OR D 13.2^ ` 3 co I- 44 +801.107.3 +60'•106.7 +80%105.7 +80/-104.7 +801-103.4 +80/-103 +801.101.4 +80/-98.6 +801-96.7 +80/•94.1 +801-91.4 +80/-90.3 +80/-89.2 111 48 +80l-lD2 +80'-101.3 +80/-100.3 +80/-99.2 +801-97.3 +801.96.2 +60/-92.6 +801-90.4 +801.89,2 +801.87.3 +80/-84.4 +801-82.7 +80/$0.5 ¢ LU Ir o x a. o 60 +801.99.8 +801-99.1 +80'-98 +801.98.9 +80193.9 +801.93.1 +B0'-89.9 +801.87.7 +801.85.2 +801.84.3 +801.81.1 +/-79.3 +/-77 U- Z N La 51 +801.98.8 +80/•98 +60/-98.9 +801.95.8 +801.92.8 +80/-92 +80'-88.7 +801•86.4 +80186 +80/•828 +/-79.6 +/-77.7 +/-75.3 W >- 64+80%98.1 +801-95.3 +80'-94 +801-92.1 +801.89.4 +80/•88.5 +601.85.1 +80/-82.7 +80191.1 +/-78.9 +/-76.3 +1-73.2 +/-70.6 j � LL 56 +80/94 +80193.2 +801.91.6 +801-90.1 +80197.2 +B0/-86.3 +80'-828 +801-80.2 +l-78.6 +/-76.3 +/-72.5 +/-70.5 ;0 58 +801.91.4 +80!90.6 +801-89 +80/•87,6 +80!95.1 +80/•64.2 +80'-80.6 +/-70 +l-76.3 +/-73.8 +/-70.2 \\LIL r7j7 61 +801.87.8 +801-87 +801.85.3 +801.83.6 +80/•81.2 +80/•80.5 +/•77.3 +1.74.6 +1.72.8 +1-70.4 \\ ON( LYNN M!�(�� N 63 +801.85.6 +801.84.6 +801-82.8 +801-81.1 +1-78.8 +1•78 +1-74.8 +1-72.3 +/•70.8 NOTES: ��,.•''�LCBNsy •, p 64 +80/•84.4 +801.83.6 +801.81.7 480 477.5 +/•76.6 +/•73.6 +1-71.2 1)BUCK DIMENSIONS SHOWN. Q 66 +801.82.2 +80/$1.2 +1-79.4 +1-77.6 +1.76 +/-74.2 +1.71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE _ No.58705 68 +/$0 +/-79.1 +/-77.2 +/-76.4 +/-72,7 +/-71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION. _ �- MAX.O.C.SPACINGIFANCHORING MAX.O.C.SPACING IF ANCHORING 3 FOR ARCHITECTURAL WINDOWS SEE SHEET 2), Jro > I�;• !1/� 70 +1.78 +1-77.1 +l-76 +1-73.2 +/-70.6 ) ( 1 THROUGH THE FMME PER SHEETS 3&A THROUGH TI1E INTEGRAL FIN PEA SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN O STATE OF 441 72 +/•78 +1-76 +/-73 +/•71.1 APPLIESTOB,CORDANCHORS THE TABLE($)ABOVE WHICH THE ARCHITECTURAL �;��v•'••.FC ORiDP.•'Gam?.` 74 +/-74.1 +/-73 +1.71 (SEE TABLE 2) NOTAPPLICAOLE WINDOW WILL COMPLETELY FIT WITHIN. '��S,s/Oiv�`�N •," 76 472.2 +/-71.1 13.2" /"01111110, 77.76 +/•70.5 A.LYNN MILLER,P.E. P.E.N 58705 I TABLE 12: Window Design Pressure,(+/-p5f) Use Uk table TABLE ORIENTED VERTICALLY MAYBE IT for Glass 16 ORIENTED VERTICALLY OR 1/8"TCap-Airspace-7/16"WH with SG Type: HORIZONTAL LY AS SHOWN. Window Long Slde OR) LONG Dimensions60.926 64 66 68 70 74 77 80 84 87 92 97 99 SIDE Imo- LONG SIDE 32 +80/-110 +801-110 +801-110 +801-110 +801-110 +801.110 +80/-110 +801.110 +80/•110 +801-110 +80/-110 +801-110 +801.110 X. +80/-110 +801.110 +801-110 +801-110 +801-110 +801.110 +60/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 npprorednn complying with lbo- SHORT Fluridn luiJln oQSO t5 36 +80/-110 +80/-110. +801-110 +801-110 +80/-110 '+801-110 +80/-110 +BN-110 +80/-110 +80/-110 +801-110 +80/•110 +80/-110 SIDE G°1C "bb NOAI 38 +801-110 +80/-110 +80/-110 1801-110 +801-110 +801-110 +801.110 +801-110 +80/-110 +80/-110 +80/-110 +80/•110 _ SHORT _ f,11pmI D de ProJud rpppoll���,,, 40 +801-110 +801.110 +801-110 +801.110 +801-110 +801-110 +801.110 +801.110 +80/•110 +801.110 +80/-110 SIDE c 42 +801-110 +80/-110 +801-110 +801.110 +801-110 +80/•110 +801-110 +801-110 +80/-110 +80/-110 44 +801-110 +801-110 +80/-110 +801.110 +801-110 +80/•110 +80/-110 +801-110 +801-110 9 In 46 +601-110 +801.110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 LONG SIDE -� > g 48 +801-110 +80/-110 +801-110 +801.110 +801-110 +80/-110 +801-110 n co 60 +801.110 +801.110 +80/•110 +801.110 +801-110 +80/•110 SHORT > SIDE LONG n 62 +801.110 +80/-110 +801-110 +80/-110 +80/-110 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SIDE n +801-110 +801-110 +801-110 +801.110 THROUGH THE FRAME PER SHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET 64 - 66 +801-110 +801.110 +80/-110 APPUE6T0 O,COLE2) ORS 68 +801-110 +8DI.110 (SEE TABLE 2) NOT APPLICABLE Y GLASS TYPES 14 THROUGH 60,926 +80/-110 I HANNEL OR INTEGRA17 MAY NOT BE USED L SHORT o of rn O FIN FRAMES. }r -if Fa- O N TABLE 13: N � K to Window Design Pressure,(+/.prQ Use l. /able I., Glass 1] Z L ry (0 u�orO 3/1611 TCap-Airspace-7116"H/H with SG Type: _ Window Long Side(In) U_U OX D O 20// ro Dimensions 77.76 79 81 83 86 B7 91 94 96 99 104 107 111 110 120 125 136 144 I- Ca O OntD 36 +80/-110 +801-110 +80/-110 +801-110 +801.110 +80/"110 +801-110 +80/-110 +801-110 +801.110 +801-110 +801-110 +SO/-110 +80/-110 +801.110 +801-110 +801-110 +80/-110 on> Ci W 40 +80/-110 +801-110 +80/-110 +801-110 +801.110 +801-110 +801-110 +80/-110 +801-110 +801.110 +801-110 +801.110 +801.110 +80/-110 +801.110 +801-110 +801.110 +BGf-110 Z d Z �' : w 42 +80/-110 +801.110 +801-110 +801-110 +80/-110 +80/-110 +80%110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/•110 +001-110 O .� O GO 44 +80/•110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801.110 +801-110 +801-110 +801-110 +801-110 +801-110 � 48 +801-110 +801-110 +801-110 +801-110 +80/-110 +SOl-110 +80f-110 +801-110 +80F110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 m O W ra>ys 60 +80/•110 +80/•110 +80/-11D +801-110 +80/-110 +801-110 +801-110 +801-110 +8D/•110 +801.110 +801-110 +801.110 +801-110 +801-110 +801.110 Lon: Z51 +80/-110 +801-110 +801-110 +80V-110 +801-110 +801-110 +801.110 +801-110 +801-110 +8D/-110 +801-110 +80/-110 +801-110 +80/-110 � Z 54 +80/•110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801.110 +801-110 +801.110 +801-110 ¢ W a e,o3s66 +801-110 +80/•110 +80/-110 +80/-110 +80/-110 +801-110 +601-110 +801.110 +80/-110 +801-110 +801-110 +801-110 p x d N68 +801.110 +801.110 +80/-110 +801.110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 uCi c 61 +80!110 +801-110 +80/410 +801-110 +80/-110 +801-110 +801-110 +8D/-110 +801.110 +801410 O Z W y 63 +80/410 +80%110 +80/410 +801-110 +80/-110 +801-110 +601-110 +80/-110 +801-110 > O a- 64 +80/-110 +80/-110 +801.110 +801-110 +80/410 +801-110 +801.110 +801-110 66 +801-110 +801-110 +801-110 +801-110 +801.110 +801-110 +801-110 ONN 68 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801.110 \\����Ot1Y LYNN 4fl MAX.D.C.SPACING IF ANCHORIN G MAX.O.C.SPACING IF ANCHORING �'``�. CENS 6 70 +80/-110 +80/•110 +80/-110 +8d-110 +80/-110 1 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 72 +80/•110 +80/-110 +801-110 +80V-110 s, >:T 74 +801.110 +80/-110 +80/•110 APPLIES 70 B,CORDAN[HORs _ flu.58705 _ 76 +80/-110 +001.110 (SEETABLE2) NOTAPPLICABLE I1 77.76 +80/-110 •-p•'•., S7A7E OF 5 .•ICI` NOTES: ,rtCs/ONAk- 1)BUCK DIMENSIONS SHOWN. r r 1/i l t I t 111 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. A.LYNN MILLER,P.E. P.E.k 68705 3.500' 3.500" 3.500' 3.500' ��— .062- —��-- .062" �f-+— .062' —�I�--- .062" d e a e_ IIII�\IIII 1.4 1.483 183" I ' � 1.403' U 1� 1.463' 5 S�I—L .625" .625" —F 1.375' O J-CHANNEL FRAME T O2 FLANGE FRAME 1.375• O INTEGRAL FIN FRAME 4O EQUAL LEG/BOX FRAME I} t L 1.376- r- .884' .301' •804, .175' .355' (� .060' OANCHOR COVER O 7!8"BEAD 7O 1"BEAD TABLE 14: # I Part# Description Material 0117 J-channelFrame PVC 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC 5 620133 Anchor Co%er PVC MITERED 6 720136 7/8"Glazing Bead PVC CORNERS WITH 7 720135 1"Glazing Bead PVC INTERIOR AND EXTERIOR 74 IBackbedding,GE 7700 or Dow 791 Silicone WELDS 75 Quanex Super Spacer nXr with Hot Melt Butyl Composite 76 Quanex Duraseal Spacer Composite Approved as complying with 14 Florid Buldin C 77 Cardinal XL Edge Spacer Composite D0 78 71646N Settin Block 7/8'x 1"x 1/8",85+/.5 duro. EPDM NOAq 9 ( ) n Inwlu.aeeroa. Gy 5 FRAME �1IIlluii i� ASSEMBLY DETAILS 7 LYNIV t,"/ EXTERIOR P; " EXTERIOR VINYL FIXED WINDOW NOA(LM&SM) s 919114 ` r No.58705 r` ' o _ o BOM&ASSEMBLY om J ROSOWSKI =�'•• IS ® " Q S�A E 0 r`e e`er % (C ''•F� A.•'' \�: NOTES: CERT.OF AVTH.#28288 ORID �,SS' �G 1)SOME PARTS NOT SHOWN FOR CLARITY. 1070 TECHNOLOGY DRIVE MAL 2)J-CHANNEL FRAME SHOWN,PARTS 01.OTHER FRAME TYPES APPLY. rr o'o r r O,i I I i r r 3)ITEMS 4 8.73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. N.VENICE,FL 34275 �+ `u > A.LYNN MILLER,P.E. 4)ROYAL PVC TO BE LABELED FOR AAMA EXTRUDER CODE. (941)-480-1600 N PW-5520 NTS N 11 OF 11 o z° MD-5520.0 rc z° P,E.p 68705