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HomeMy WebLinkAboutProduct Approval .,.' .;. IA,CiTORpEji'tJFiM� ,irN »n., I,SPECS EET# `r +i Sheet 1 of 2 DEALER NAME THD AT HOME SERVICES BOX/CRATE ORDERtt EMAIL SENT 4T�IME /1•B9.9R SALES CONSULTANT KEVIN C WALSH SR ❑YES ❑NO []YES ❑NO DATE OR/210017 ORDERED BY PGT USE CSR&EXT ❑TOM V.x21326 ❑ALICE W.X21343 ORDERED BY PHONE# S.O.# DEALER If 12226 CITY,STATE SHIP DATE CUSTOMER Hone Roc- SHIP TO# SHIP VIA JOB# 10162527 MDI? ❑YES []NO LEAD TIME RUTH Poll IF'NO'INDICATE STANDARDS DESIRED CHECKER'S INITIALS ❑WINGUARD(IMPACT) ❑ENERGWUE(NON4MPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO❑YES❑NO ❑REMODEL .1 NEW CONSTRUCTION ❑WOOD OPENING ❑#12 WOOD SCREW r ❑ 1/4'$S TAPCON ❑1/4-S64 CRETEFLEX ;❑CONORETE OPENING ' FLAME w o S .Options -LA OR STb X-O erating 7YP.E: 70P..=or Hardware: OPTIONS/ 'r GY:.. SPEC>�-or BOX ::. -;:i <WIDTH HEIGH :>6r REV S-Sialionary .:.HANGING �. FLAT:{F)PoT BOTTOM Screens. 'MI5CrrEMs WIDTH HEIGHT COUNT ''POOH, D. '.SERIES,A CODERAME INTERIOR .EXTERIOR ,':(In. m UI > '::'STACK :Vlewedlrplri;fhaoutstde m !_m _..... .... (.) '(RH=orLH) >: SCULPTURED(S) PATTERN i::or•:A,LL 4c a BMUIis CODE' ;�(ih,)" (in.) UI 1 BONUS Seen—SH a WH WH 26.00 37.00 63 St-dard.Stando F.LSR ,d: W14T,MULL-C 2 BONUS 5500SH B WH WH 26.00 137.00 63 Slandard,Sianda F rd:WHT 3 BONUS 5500SH B WH WH 34.00 36.00 70 Slandard,Slanda LSR d:WHT 4 MEED 5500SH B WH WH 27.00 38.00 65 Slandard.Slanda LSR ,d: WHT,MULL-C 5 MDED 5500 SH B WH WH 27.00 36.00 65 Slandard,Slanda d:WHT 6 i BED2 5500 SH 6 WH WH 27.00 38.00 65 Siendard.Slanda LSR b: WHT,MUU.-C 44 • � Ab Level MISC(1):Engineering&Permll,MISC(1);Engineering&Permit,MISC(2):Engineering&Permit I have reviewed and agreed with alt job specifications and the Special Terms&Conditions on the back of the yellow(Customer)copy. Customer Signature "- r a PAT,tli)DEpb;RM. Bei=°d niS:,+ `$PEOtjEE(✓.,.. Sheet 2 of 2 DEALER NAME THD AT HOME SERVICES BOX/CRATE ORDER EMAIL SENT TIME 11:53-AR SALES CONSULTANT KEVINCWALSHSR 1]YES [3 NO ❑YES NO DATE DRI910(117 ' ORDERED BY PGT USE CSR 8 EXT []TOMV-21326 []ALICE W.x21343 ORDERED BY PHONE# S.O.# DEALER# 12220 CITY,STATE SHIP DATE CUSTOMER Hooe Rocco SHIP TO# SHIP VIA JOB# 10152527 MDI? []YES []NO LEAD TIME AUTH PO# IF'NO'INDICATE STANDARDS DESIRED CHECKERS INITIALS WINGUARD(IMPACT) []ENERGYVIIE(NONdMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO(]YES[]NO REMODEL -r NEW CONSTRUCTION WOOD OPENING 1112 WOOD SCREW 114-SS TAPCON []114"SS4 CRETEFLEX []CONCRETE OPENING ,y 80 J Y y D I(bne To X-Ope(atfng TYPE. T6157-or- y ,! Hardware, :OPTIONS/; )'GY:=: SPEC::=or 80X WIDTH NEIGH ,d. ;or REV,:: ' S-Siatlonary HANDING ,: 'FLATi(F)-or ;BOTTOM t° 'CD1 ;Sereens -�MiSC ITEMS WIDTH HEIGHT COUNT.%BOOM D BERIES�# CODE ?FRAME IN7ERI E m OR EXT RIOR :;(In O.) UI':C'. ee ac !'i STACK''`Vlewed Goni'the outside;! `qH=or-LH) SCULPTUREfJ(S) PATTERN =or=ALL ac>' ac $Mulls CODE (in,): (in.): UI 7 HED2 5500 SH H WH WH 27.00 38.00 165 Siandard,Sianda rd:WHT 8 BED3 5500S B WH WH 37.00 38.00 75 Sla ,Slanda LSR ,d:= 0 DINE 5500SH B WH WH 27.00 50.00 77 Sland.0Slanda LSR rd: WHT,MULL-C 10 DINE 5500 SH B WH WH 27.00 50.00 77 - Slandard.Stenda rd:WHT EmI(`:r glob Level MISC(1):Engineering 5 Permit I have reviewed and agreed with aft job specifications and the Special Terms&Conditions on the back of the yellow(Customer)copy. Customer Signature 9/30/2016 - Florida Building Code Online BCIS Home Log In User Registration Hot Topics 1 Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map ! Links i Search Flo^da � Product Approval F" sF — USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail Zen FL# FL239-R24 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 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 Windows Subcategory Single Hung 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 08/22/2016 Date Validated 09/07/2016 Date Pending FBC Approval Date Approved 09/08/2016 hUps://floridabuilding.org/pr/pr�_app dd.aspx?param=wGEVXQwtDquSlBu8CAEmBE7OC31VX3PGaDA1SWyATjg°/p3d 1/3 r 9/30/2016 Florida Building Code Online Design Pressure: N/A' Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.11 LMI.Ddf (NOA)for product performance information, anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000(Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 15-0612.10 SMI.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R24 II 15-0612.10 SMI.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.04.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.10 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits 70-se Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R24 C CAC 16-0714.03.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R24 II 16-0714.03.Ddf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details, and anchor type,size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: tuck Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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: g"" ® cdkzk 't. CIredit•Card Safe https:/tfloridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDquSiBu8CAEmBE7OC31\/X3PGaDAlSWyATjg`/o3d 313 M IAM I•DADE MIAMI-DADE COUNTY a 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) www.miamidade.gov/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"5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMIINT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13, dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided 'to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-0714.03 "'MMIAExpiration Date: July 30,2020 (p Approval Date: August 18,2016 Page 1 r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation -LM", sheets 1 through 13 of 13, dated 05/15/15, with revision A dated 05/05116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) 3. 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 series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,.dated 08/21/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5" Edition (2014), dated 05/15115,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. -D (Submitted under previous NOA No. 15-0519.05) •( Manuel P ez,P E. Product Control Exam' er NOA No.1 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 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 "SentryGlasO(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. F. STATEMENTS . 1. Statement letter of conformance, complying with FBC-2010 and FBC-5t'Edition (2014), dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitter)under previous NDA No. 15-0519.05) 2. Statement letter of no financial interest, dated May 15, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 15-0519.05) 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.05,issued to PGT Industries for their Series "5500"PVC Single Hung Window-L.M.I."approved on 07/30/15 and expiring on 07/30/20. Manuel Per . Product Control Efam' er NOA No. 16-0 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE / ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING 28-1/8"MAX.O.C. 21-518" EXAMPLEUS-OR FOR ARCH-TOP � 64'MAX.BUCK WIDTH MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE RADIUS-70P HEADER(SIM.FOR ALL 7?�� AX.FROM LEVEL,SEE SHEETS 8-7 IMPACT RESISTANT HEADER(SIM. ME SEAM 30" 12'MAX• / `WINDOW TYPES) FOR ALL B.SEE _ MAX.O.C. ` WINDOW TYPES) SHEET 3 r / " -r�MAX FROMI 52-118"MAX.BUCK WIDTH A.SEE!-'-' -' '"( / 1FRAME SEAM I _ SEE SHEETS r 1-1/4' B.SEE 30'MAX O.C. ►-Ir►+— SHEET 3t I FIXED VISIBLE 12°MAX. D,SEE _.� r 8&9 1j .-.y - 12'MAX. _T SHEET4 SHEET 3 I I LIGHT WIDTH B.SEE 30'MAX.O.C. A,SEE�.-. - 12"MAX I SHEET 3 -- r'I--12"MAX• - C,SEE r._' SHEET 3�' I FIXED -- _ SHEET4i I EQUALLY j VISIBLE A,SEE SPACED / LIGHT SHEETS EQUALLY I I 17-718"MAX.O.C. ANCHORS PER 17-7/g"MAX.O.C. SPACED I _ _L TABLES 9-11 _ I /HEIGHT �_ EQUALLY I� 17.71&'MAX.O.C. ANCHORS PER I / 91.78" SPACED ) / _;:2 I / 84" TABLES 9-11 I MAX. ANCHORS PER Q I I Q I I BUCK TABLES 9-11 I I / � 62° BUCK I 84" ! MAX. I I HEIGHT HEIGHT T MAX � T BUCK AS SHOWN X ,I 4 10"MAX.O.C. HBUCK EIGHT x I 10"MAX.O.C. x ^ 10'M/U(.IO.C. HEIGHT X_I I Q (91.78' L.---LJ/'-'-'— � - - �--'--- '-'-'-'- -1� 7/f 13-3/�4"MAX- .0.0. /-._._._. ..� MAX.) EQUALLY 113-3/4"MAX.O.C. EQUALLY SASH 13-314"MAX.O.C. EQUALLY I SPACED I SPACED VISIBLE � y_ SPACED EE ANCHORS PER ANCHORS PER LIGHT ANCHORS PER SHEETS TABLES 9.11 i / A� TABLES 9-11 i / HEIGHT Al TABLES 9.11 / I - 6-112'MAX. ',6-1Y2'MAX. 6-112'MAX B 54N MAX.BUCK WIDTH NEESIULOTCH EEP- Bim- -'O ANCHORS AT SILLNO ANCHORS AT SILL C SEE SILL WEEP- B� _ NO ANCHORS AT SILL }I SEE SILL WEEP- D�-'--- 1.1/4 -� SEEBILLWEEP- SASH VISIBLE - TCH DETAILS, 54"MAX.BUCK WIDTH -'-f NOTCH DETAILS, NOTCH DETAILS, SHEET 3 LIGHT WIDTH SNO HEET 3 SHEET 3 SHEET 4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75°HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.........................1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1 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. FRAME,GLASS&ANCHOR 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 OPTIONS.............................2 INSTALLATION,FLANGE& CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LE INTEGRAL ...............3 I DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,NTEGRAL FIN &J-CHANNEL.....................4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). GLAZING DETAILS ...................5 DESIGN PRESSUREESS...................6-7 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 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)114" )114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................8-10 EXTRUSION PROFILES................11 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ASSEMBLY&PARTS LIST...........12-13 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300, STANDARDS USED: B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT 'ASTM E1300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCI-REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. -ALUMINUM DESIGN MANUAL,ADM-2010 as complying with Bao Fwd9 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AISI-5100-07/S2-2010 Bwldagg Coda 16 0 LIGHTER SHADES OF CAP COATED PVC'EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS 8 MINUM DESIGN MANUAL Ai prance Na 4-,LUj J 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. •.N`,\�1 ` '• Revls d By: Date: Revlalon: EcMmttam Dale „(i?i! h; /„'��:;, A ADDED SPACERS USER INSTRUCTIONS: 1/' JR 05/05/16 ) B y t.i, TO SHEET 11. uc ,•, ;;i-0la '' Ravload By. Gate: Revlslan: Miami ade Paalfu h)aC 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. ..t�; 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN 0 DwcHptlon: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW �K��;, Drown BY: OPENING OBTAINED IN STEP 1. a : ;,;;: GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR 6 . 1070 TECHNOLOGY DRIVE e: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. Bate: 5)INSTALL AS PER SHEET 3 FOR THRU-FRAMEINSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. a.11.. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM. 05/15/15 ,.? •., :`LIiW;.••',• 'ate,' �`:�, :.'("'��'',l,\'`;��' (941)-480-1600 Serlae/Modal: scale: sheat: Drawing No. Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, /�14YNN1?LEN P.E. INTEGRAL FIN OR EQUAL LEG/BOX). REA 58705 CERT. OF AUTH. #29298 SH-5500 NTS 1 OF 13 MD-SH5500-01 A 4 TABLE 1:ALLOWABLE GLASS TYPES GlassYP Design Prewtlre tions that may Table# Sheat# p Y Frame Glass Frame Frame Type Description(Listed from Exterior to Interior) Types Options Conligs. Shapes Installation O be used ` 5 7/8"Laminated LG.:118'A Exterior Cap+7/16"Air Space+5178"Laminated;(2)Liles of 1/8'A Glass with.080"PVB Intedayer 4,5 6 (see Fig B) (see Table 1) (see Fla A) (see Fig C) 6 718"Laminated I.G.:1/8"T Exterior Cap+7/18'Air Space+5/18"Laminated;(2)Utes of 1/8'A Glass with.090•PVB Intedayer 4,6 6 into 2X Wood Frame/Buckstdp•sheet 3,option 1 Flan a 7 7t8"Laminated S.G.:3118"A Exterior Cap+318^Air Space+5118"Laminated;(2)Was of 178"A Glass with.OBI!"PVB Intedayer 4,6 , 6 B Equal-Ute, Square/Rect., the frame ....into ConcretelCMU-sheet 3,option 2 8 718"Laminated LG.:3116'T Exterior Cap+3/8'Air Space+5118"Laminated;(2)Ursa of 176•A Glass with.090•PVB Intedayer 4,6 6 (#2) 5^18 Q&Cottage Arch-Top P ofthe window...... through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 &Cotta a Radius-To B 9 718"Laminated I.G.:116'A Exterior Cap+7116'Air Space+5/16'Laminated;(2)Liles o(118'H Glass with.OSD"SO Intedayer 7 7 1 ....Into Metal-sheet 3,option 4 10 718'Laminated I.G.:11W T Exterior Cap+7/16'Air Space+6/16'Laminated;(2)Ursa of 1/8"H Glass with.000"SG Intedayer 7 7 ....Into 2X Wood Frame/Buckstrip-sheet 3,option 1 11 718"Laminated I.O.:3/18"A Exterior Cep+3/8"Air Space+6118"Laminated;(2)Liles of 1/8'H Glass with.090"SG Intedayer 7 7 Box t Equal-Ute, Square/Rect., Equal-Lag 5.16 Oriel/ProNaw Arch-Top t., Top& Through the frame....into ConcrateJCMU-sheat 3,option 2 12 7/8"Laminated LO.:3116"T Extedor Cap+3/8°Air Space+5/18"Laminated;(2)Ursa of 178"H Glass with.090'SG Intedayer 7 7 (##4) &Cottage Redius Top of the window...... ,,,.through 1X Buckstdp Into Concreta/CMU-sheet 3,option 3 13 718"Laminated I.G.:1/e"A Exterior Cap+5116"Air Space+7716'Laminated;(2)Liles of 3/16"A Glass with.090"SG Intedayer 8 7 1....Into Metal-sheet 3,option 4 14 718"Laminated I.G.:1/9'T Extedor Cap+5)16'Alt space+7/16•Laminated;(2)Utes of 3118"A Glass with.090°SG Intedayer B 7 Through the ....Into 2X Wood Frame/Buckstrip-sheet 4,option 5 15 718"Laminated I.G.:3116"A Exterior Cap+114"Air Space+7/16"Laminated;(2)Liles of 3/18'A Glass with.090"SG Intedayer7 7 J•Channel Equal-Lite, Square/Rect.,Integral fln....... rc 16 7I8"Laminated LG.:.3/16"T Exterior Cap+114'Air Space+7/18"Laminated;(2)Liles ot3/16"A Glass with.000"SG Intedayer 7 7 (#1) &Cott5-8 Oriel/Proview Ah-Tcp& Into Metal-sheet 4,option 7 age Radius-Top Through the frame ....Into 2X Wood Frame/Buckstrip-sheet 4,option 8 of the window...... Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES S.7,S 71,13 Through the ....Into 2X Wood Frame/Buckstdp-sheet 4,option 5 Mtn.Edge Min &15 MAY NOT V USED IN Equal Ute, SquarelRacL, p Group Anchor Substrate THE HVHZ ABOVE 30'. Integral Fin Integral fin...... ,-..into Metal-sheet A,option 7 Distance Embadmant' • (�) 5-e OdallProNew Arch-Top& &Cottage Radius-Top Through the frame •• Into 2X Wood Frame/Buckstdp-sheet 4,option 6 #10 SMS P.T.Southern Pine SG=0.55) 716" 1.3/8" of the window...... ,,,,into Metal-sheet 4,option 8 Steel,A36' 318" 0.054" (steel,18.8 S.S. Steel Stud,A653 Gr.33` 318" 0. 18 Ga. .MIN. D 3 THREADS 0451" or 410 S.S.) ( } BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,6O63T5" 31W 0.050" SUBSTRATE.FOR 'A•=ANNEALED P.T.Southern Pine =0.55 SG " " STEELSTUDS, — c.a ( ) 7/16 13/8 -H"=HEAT STRENGTHENED MIN.Fu=45 KSI& 3116"steel Ultracon Concrete(min.2.85 ksI) 1" i3/8" MIN.Fy=33 KSI. E "T•=TEMPERED �"PVB'_.090"BUTACITE PVBUngrouted CMU,(ASTM C-900.55) 9116" 1-174" / D 4 BY KURARAY AMERICA,INC. P.T.Southem Pine(SG=0.55) 9/16" 13/B" 'UNGROVALUES TEDMAY CMU#12 SMS VALUES MAYO BOX OR SG =.090"SENTRYGLASO B steel,18-8 S.S. Steel,A36` 318" 0.054" USED FOR GROUTED ( Steel Stud,A653 Gr.33` 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. FLANGE EQUAL- INTERLAYER BY KURARAY or 410 S.S.) Aluminum,6063-T6* 318" 0.063" LEG AMERICA INC. EQUAL-LITE ORIEL COTTAGE 1/4"steel Ultracen Concrete(min.2.85 ksi) 1" 1.3/4" o C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" FIGURE C:FRAME SHAPES 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1314" —rjSUCK WIDTH}►— .. BUCK WIDTH)-»—-- {BUCK WIDTH( — 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1.3/4" 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 11 1.3/8" Ni 174"steel Creteflex Concrete(min.3.35 ksi) 2-112" 1-3/4" T f T & D 3 D Ungrouted CMU,(ASTM C-90) 2-1/2" 1^1/4" w w tp w T J-CHANNEL INTEGRAL D 1!4"steel Cnetefiex a — _ C" _ P.T.Southern Pine(SG=0.55} 1" 1318" U t = LYi C Q FIN Q 114"steel Aggre Gator Concrete(min.3.275 ksi) 1.112° 1.3/8" m m /// 0 m y 114"steel Aggre-Gator P.T.Southem Pine SG=0.55 1" 1318 %� j Grouted CMU,(ASTM C-90) 2" 2" L RECTANGULAR RADIUS-TOP ARCH-TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY FRODUCI'RBVlSBD BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as campiytng Nlth tlro Florida Group Anther Substrate Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Code Distance EmbadmanC THE TABLES ON SHEETS 8-10. Aece taco N.fav E 2-112'x.131"Common Nail P.T.Southern Pine(SG=.55) 318" 2.7118" "111 i,, Rawised lis Oct. Rawaron: expimlion Datn tj 2.1/2"Ring-shank Roofing Nail PT.Southern Pine(SG=.55) 318" 2.7118" By .;)'.•' ::^'.•`:`'.. Miami oda Pr an rMl P.T.Southam Pine{SG=.65} 1f2' 1-3J8" Rawlsad Dy: Data: Ravtalom #10 Trusshead SMS Aluminum,6083-T5` _3/8' 0.0,50" (steal,18-8 S.S. Steel Stud,Gr.33' 31W 0.0451"(18 Ga.) "''.,)• Fk2 or 410 S.S.) 'MIN,OF 3 p Descrlpdan: Drown 8y: F Steel,AW �rB a.o5o" {_ i'1 �>s GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THE METAL r P.T.Southern Pine(SG=.55) 8116" 1318" THE METAL " +' ` 412 SMS Aluminum 6063 T5' 318" DOST SUBSTRATE.FOR % "Ih�. /, 1070 TECHNOLOGY DRIVE Tllla: ' Data N.VENICE,FL 30275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,16-B S.S. STEEL STUDS. ,i.:•L'..•.�. 't"l��'` •'�'• (841)-480L 342 Steel Stud,Gr.33' 3/8' 0.050" or 410S.S,} MIN.Fu=46i(St& '� '. •••' •;,ti. Steal,A36' 316" 0.050" MIN,Fy=33 KSI. iA.•LY,NN M�4ksR)�E. sertaajh{odeh. scala: sheah orswag Na. Rea: P.E.a 56105 CERT. OF AUTH. #29296 SH-5500 NTS 2 OF 13 MD-SH5500-01 A INSTALLATION DETAILS FOR FLANGE&EQUAL-LEGIBOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1 EDGE DISTANCE SEE NOTE 2.THIS SHEET. ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD EMBEDMENT 1/4*MAX SHIM E FRAME OR BUCKSTRIP. 16 114'MAX SHIM SEE NOTE 2,THIS SHEET. T EMBEDMENT S-11 VISIBLE FLANGE FRAME EDGE 18 '4T WIDTH 17 EDGE SHOWN DISTANCE DISTANCE IN 44 BALANCE 114'MAX TYPE VARIES SHIM TYP.ANCHOR TYPE, 12 WITH SASH TYP.ANCHOR EMBEDMENT AND TYPE, TYP.ANCHOR TYPE. EDGE WEIGHT (54 EMBEDMENT EMBEDMENT AND EDGE 30 DISTANCE PER SUBSTRATE, DISTANCE PER,— 31 AND EDGE DISTANCE PER SEE TABLE 2,SHEET 2. SUBSTRATE, SEE TABLE 2.SHEET 2. EDGE SUBSTRATE, EXTERIOR87 DISTANCE SEE TABLE 2, 19 FIXESHEET 2, D FIXED 20 OPT.SASH TOP FLANGE — LIGHT WIDTH VISIBLE 4 VISIBLE LIFT RAIL FRAME 2 EQUAL LIGHT NOTES: BUCK WIDTH ILEG(BOX HEIGHT FOR ALL WINDOWS 48 FRAME 1 ANCHOR @ 3.55" FROM END AND AT 1)USE ONLY HORIZONTAL SECTION A-A SHOWN 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72 OVER 36*WIDE SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FOC COMPLIANT ALUMINUMfSTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. 14 45 46 47 SCREWS @183!8' INSTALLATION OPTION SHOWN MAY a FROM END. BE USED ON ANY SIDE OF THE 15) FOR WINDOW, R WINDOWS WITH 114"MAX OW-- – BUCK 16 0,LOCKS: SHIM ADD ADD 2)MASONRY ANCHORS MAY BE 60 #10 OR = STEEL 114°MAX. HEIGHT ADDITIONAL SELF-DRILLING SCREWS @ 8-318- USED INTO WOOD AS PER TABLE 2, SHIM 85 T— FROM END. SHEET 2.ALL WOOD BUCKS LESS SMS(G5),SEE r 30 THAN 1-1/2"THICK ARE TOTE TABLE 2, SASH CONSIDERED 1X INSTALLATIONS.1X SHEET 2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE I-lir THICK OPT. 86 USE EITHER OR GREATER. IX AND 2X BUCKS 65 LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1' 8 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LE WEEP LOCA'nON:6,518" DESIGN AND INSTALLATION IS THE SHOWN FRA E NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER EACH END. OR ARCHITECT OF RECORD. EXTERIOR SH 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONINSTALLATION 67 (ALSO REFERRED TO AS DAYLIGHT —OPTION 4 ID OPTION 4 PRODUC'TRRVISED OPENING)IS MEASURED FROM EQUAL-LEG18OX 114'MAX BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH 03 C.-plying Nvilh the vtodb FRAME SHOWN FRAME INTO METAL FRAME INTO METAL Hot ede I Revised Or. Dote, RoWelm D'nIxmI Dal .27"X 1.25" NO ANCHORS By W5EPHOLE Mien, ade P,admi CmliY WICOVER @ REQUIRED IN• VISIBLE LIGHT FORMULAS Rwl-d 8r. to. Revision. 2.87"FROM 38 FLANGE OR EACH END. EQUAL-LEG WIDTH • FRAME SILLS 0.sodptlon: @SASH:BUCK WIDTH-8-1/2" of.-or. @ FIXED LITE:BUCK WIDTH-4-3(8" FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) 1070 TECHNOLOGY DRIVE 7780. ----TTok VERTICAL SECTION B-B BUCK HEIGHT12-3-15/16' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 105/16/15 (941)7480-1600 S.HWIModol., I DrwngwRev.. LYN fthltP.E. CERT. OF AM. #29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR I-r— EDGE DISTANCE NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. ANCHORED THROUGH INTEGRAL H- EMBEDMENT FIN INTO 2X WOOD FRAME OR O1/4'MAX SHIM 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. — TYP.ANCHORTYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE ❑,� 18 LIGHT WIDTH Qa FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. - -- --.� (� (SCREW SHOWN) 44 BALANCE EMBEDMENT L1/4"MAX SHIM 42 TYPEWITH O EDGE R WEIGHT 54 TYP.ANCHOR TYPE.1 a DISTANCE PER SUBSTRATE, �mA DISTANCE I�Q 30 I I SEE TABLE 3,SHEET 2. �ID�0 .4) �1 18 SEE TABLE 3. EXTERIOR 87 TYP.ANCHOR TYPE, INTEGRAL EMBEDMDISTANCE PER D EDGE SUBSTRATE,I� � FIXED VISIBLEFIN DISTANCE PER SUBSTRATE, FIXED 19 20 1 OPT.SASH TOP J-CHANNEL1 LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. VISIBLE J LIFT RAIL FRAME SHOWN (NAIL SHOWN) LIGHT IFOR ALL WINDOWS: NOTES: SHOWN HEIGHT 1 ANCHOR @ 3.55" BUCK WIDTH 48 FROM END AND AT 1)USE ONLY 49 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 114"MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD, 72 D ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2. SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY 8­1 4 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: 410 OR#12 STEEL _ 1/4°MAX. HEIGHT 50 O 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING ~1 SHIM SCREWS @ 8-3f8- USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE II 85 -� FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2&3, Q� 30 THAN 1-1/2"THICK ARE TO BE SHEET 2. I(�J SASH CONSIDERED 1X INSTALLATIONS. l EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2'THICK yy 1fi OR BOTTOM a 88 J— (W GREATER.1X AND 2X BUCKS OPT. O LOCK(SHEET 3). Q � Q 65 (WHEN USED)SHALL BE DESIGNED 63 TESTED UNIT TO PROPERLY TRANSFER LOADS FIN ANDIOR (2)1" 81 31 30 LOCATION:6-5/8' TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED INTERIOR FROM SASH END. IN-FIELD WEEP DESIGN AND INSTALLATION IS THE NOTCHES ATBp RESPONSIBILITY OF THE ENGINEER INTEGRALFIN o o EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION n� THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 V OPTION 8 PRODUCrilwith D OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL os c nrP1Y)o8 tirltb lom i�fe'tA 1/4'MAX BEADING TO BEADING. ANCHORED THROUGH 11ui18 INTEGRAL FIN �1Q0Q INTEGRAL FIN INTO METAL ( ) L—J SHIM INTEGRAL FINIFLANGE REMOVED AcceP�ce� _� Q� FRAME SHOWN o .": F; dralY n Dale �•,\••' Rav/sod By: Data: Ravrolonr C 27"X 1.25'WEEPP CH 38 WIC, @ 2.87" c r}I,g.,'•. Munni adc Product Con FROM EACH END. VISIBLE LIGHT FORMULAS RavLaad By: Data: Revfalon: TYP.ANCHOR TYPE, `�.•'%G U'% EMBEDMENT AND EE EDGE DISTANCE WIDTH DG _ = DISTANCE PER SUBSTRATE, _� @SASH:BUCK WIDTH-8-112" ® Descrlptlon: Drawn W. SEE TABLE 3,SHEET 2. @ FIXED LITE:BUCK WIDTH-4.3/8" �(r T J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI --�I EMBEDMENT 1 (6 t�f; (SCREW SHOWN) ,;: .•'rDote: HEIGHT(EQUAL-LITE) 1070 TECHNOLOGY DRIVE Rtle: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT72-3.15/16° -'i.r;i;;t'1;.•',.; ;; N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN 'S ` (941)-480-1800 INTO 2X WOOD FRAME OR BUCK- /A'L•NN MII,4HR;A`E. sarks/Mader: scale: Sheet: Orawing No. Rov: STRIP.SEE NOTE 2,THIS SHEET. RE.#58705 CERT. OF AUTH. #29296 SH-5500 NTS 4 OF 13 MD-SH55OO-01 A 7/8"NOM. 7/8'NO718'NOM. 718'NOM. -►I 716'NOM. I�- 5116"A/A PVB 5/16"A/A PVB 5/16"A/A PVB I I 5116"A!A PVB 5116"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A_GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS c]EXTERIOR y a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78-79 ♦ 76-79 (EO-- 70-79 76.79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -�-I 718'NOM. 7/8"NOM. -+{ 7/8"N M.. �- -�{ 710"NO �- -�{ 7/8"NOM. �+- 5/16"H/H SG 5/16"H/H SG I 5/16"H/H SG I 7/16"A/A SG I 7/16"A/A SG I I 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS 118"T GLASS C]EXTERIOR C]EXTERIOR a EXTERIOR a EXTERIOR G]EXTERIOR 6-79)_ 9 78-79 783 78-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -1 7/6"NOM. � � 7/8"NOM. 7/16"A/A SG I 7/16"A/A SG 112"NOM GLASS TYPES 9 THROUGH 1/4"AIRSPACE--\ 1/4"AIR SPACE 76.79 BITE TYP. '16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES a E%TERIOR \6 C]EXTERIOR 16 , GLASS TYPES 5,7,9,11,13 76-79 7e•7s 31 &15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. PRODUCT R1iV1SBD EXTERIOR 7s • GLASS TYPE 15 GLASS TYPE 16 J p �-o3 a M 36 30 Ex irnIk Date /Wrl>� 1 "•1111!1!11// Revised By, Dote: Revision: Mivn Uoda Product C "'•,4'� •'•�.•i0rl?::'�.•'',!� Revised By: D.I. RaNefon: • GLAZING NOTES: ,{IQ! °• •, 'A°=ANNEALED G . DaserfpBon: Drawn By TYP.GLAZING DETAIL 'H"-HEAT STRENGTHENED T' L� / GLAZING DETAILS J ROSOWSKI- VBTE 090RBUTACITE®PVB BY KURARAY AMERICA,INC, - -'�,6,I,I.` I b :r:'�- ,. 1070 TECHNOLOGY DRIVE 77 to. Dote: •SG• 090"SENTRYGLASOBYKURARAYAMERICA.INC. --'."r'i, �i''I '" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Ko •. j'4 (941)-480-1600 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. '%i,�.}i•.•/�:;�;-' ''�`•�j705 serles/Modsl: Scale: Shoot: Drawing No. Rev.A.,LYNN ll"R P:E. CERT. OF Al1TH. X29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A f1.E.RSA TABLE 4: ABLE 5: TABLES: Glass Typo pollom S4ah a 014.. g ° 6 D..ad it nen swnllagnl Design Pressure,IbelR Olen rypa• DesignPreeeure,IbalRa rypa• Design Pressure,Ibs1K Wm a 6,9,760 R.I.F.L-0 R.npo®WW- RwwOn) Wi.m Buck WWII,(,a) 8,788 R2 He1p1°5howi u rose 52125 +05.01-70.0 R.Int.La Vel 23.5 Equatft 11.394 465.0 -70.0 465.6 •70.0 its Inf.L.vol R1 Por all VAnde1V&gosh eIM st.ndaal Callao. 14.617-15.10 +65.0 -70.0 +65.0 -70.0 R2 For ell window aM sash sima 28 Equatih. 11.683-14.616 4°5,o •7o.o .es.o 70,o SEE TABLE 10,SHEET 9 FOR SEE TABLE 9,SHEET 8 FOR Sts."al Pmiasv 11.377-11.582 165.0 -70.0 .65.0 -760 ANCHOR GROUP AND QUANTITY. T.t.sl 71617-25266 465.0 -70.0 .85.0 70.0 ANCHOR GROUP AND QUANTITY. Slandad Collage 20.958-21516 +65.0 70.0 455.0 70.0 37.375 Equ tlAa 17.517.20.057 .65,0 •70.0 .85,0 .70.0 Sl4ndml PIM..v 14.517-17.610 .65.0 •70.0 .65A •70.0 0 o Shaiad 11.37-10.616 .65.0 -70.0 463.0 -760 Tared 27.563-31.582 .65.0 -70.0 J.WD 70.0 Curtain ste 18.377.27.651 .85.0 •70.0 •70.0 S,sW.rd Coltape 21517.28.616 485.0 -70.0 •70.0 QHEADER 44 EgaaLGla 20.517.21616 165.0 -70.0 •70.0 Q HEADER Stsnl dfanatl 1767-20.616 465.0 -70.0 70.0 23 cwtWnste 14.517.17.616 .65.0 -70.0 Tao 23 o shateal 31.677-14.916 165.0 -70.0 70.0 e re4ea 31.563-36.677 +65.0 as.o 70.0 Si.rdad Cdlass 2°517.31.582 +65.0 •70.0 Equatae 20.517.26.516 .55.0 •70.0 .55.0 •70.0 Q e O MEETING RAIL 40 6fad.rd Ftwlaw 17.517.20.510 4060 •70.0 .65.0 -70.0 0 O MEETING RAIL. Custamslao 14.517-17.51° .55.0 •70.0 465.0 -70.0 26 ° aswmsiae 12.517-14.616 1650 70.0 465.0 70.0 � 27 ° EXTERIORu Shaleat 11.377-12616 .85A -70.0 .85.0 -70.0 EXTERIOR p TsIssl 31208.37.636 165.0 -70.0 455.0 -70.0 0 9 O0 i SIaMaN Coltp. 2°.617-312.1 .65.0 -70.0 465.0 -70.0 O 23 Equa481e 2].017-20.516 .65.0 70.0 .65.0 70.0 23 JAMBC..-Sl.. 20.517.23.51° .65.0 -70.0 .05.0 •760 JAMB 48.825 Standard P.Ass 17.517.20.518 .85.0 -70.0 .55.0 -70.0 EXTERIOR SASH EXTERIOR SASH CIa.Sta 14,617-17.51 65 . .0 -70.0 485.0 -70.0 HEIGHT HEIGHT c...alam ata 12517-14.6186 .65.0 aoo .65.0 -70.0 shoed 11.377-12518 .65.0 70.0 465.0 70.0 T.1es1 38.517-411.8,14 .65.0 -70.0 465.0 70.0 23 0 LA Slennl Whip 31.517-30.510 +65.0 -70.0 465.0 •70.0 Equal6m 28.517-31.510 +650 -70.0 465.0 -70.0 23 Standard PmAaw 23.517-26.510 485.0 •70.0 485.0 .70.0 SILL e2 C.M.s1.. 20.517-23.010 +65.0 1-70.0 465.0 -70.0 SILL CSt. 17.617-20.1 .65.0 -70.0 485.0 -70.0 Oast-uslom9t. 14.617-17.55106 48.5.0 -70.0 465.0 ammE°.3 c. ate 13.017-14.51065 -70.0423 177 . .0 - .o .65.0 Slndasl 11IA54-13.010 +65.0 -70.0 465.0 48.5 QQ T.11nI 39.517.41.°44 .85.0 -70.0 465.0 .70.0 c Cualem Siae 38.617-38.518 465.0 -70.0 155.0 -70.0 Eq.M. 35.517-38.510 .65.0 -70.0 w5.0 -70.0 L., Cw1.mSixe 32,517-35.618 .Bs.o -Tao .65.0 70.o SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH emroardPMew 29.s37.32.sie r65.o •70.o wso-- a LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&e c.atansla. F0 12.165.0 -70.0 465.6 47.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE slnl.al 2561.-20.010 .65.0 -70.o wso 46.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Egmlr4n.. 3657.41.644 .M2 .70.0 4600 7°.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) Qnlan s1.. 35517-38.518 .e5.o -70.0 .65.0 47.3 CONFIGURATIONS) Standard PrMaw 33.018-35510 +65.0 -70.0 465.0 465 PRODUCT RBVISBD T.fa•1 41.644 +65.0 70.° .65.0 466 as Bumidyin8 With no Fintida SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. 011i1d)n8 Code A•ceptulll:o lVn4.., MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136ini 1ll!;, Revised By. Date: Rvision: 1it I ...1......4 )7746Pr ;r;:;b!::•o''•��•)�+,'• Rsvfsed By: Date: Revfs/on: NOTES: Fa. Description: Drawn By: DESIGN PRESSURE TABLE J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 6 1070 TECHNOLOGY DRIVE TIRe: out 2 FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. •-•./!:.' - e: ''1 N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 "):�,'•.,ic�l:a;1';.•',',:;;;:• (941)-480-1800 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN �.'��;•`'•� -•. Series/Model: Scats: Sheet: Drowlnp No. Rev. ON THE TABLE. �IiL 1yj .tl68 p.•FIE., CERT. OF AIJTH. //28296 SH-5500 NTS 6 OF 13' MD-SH5500-01 A Y.N.N 5Afd5 TABLE 7: TABLE 8: Dllaarypa D.Il.m soh a 01,1TO, adt.ms.n Design Pressunlbslftt 942,15516 D.acdOUm W Olt" Sash HdOnl Design PreeBure,IkaM 13671 Oeecrlptlm for Ohen 9870 HeIW o ItelnL Leval R.a9e®Window Paa•On) W71N.w Such W4dlh In Roln1.Laval Ra I)Q®WW- R.-DO OM WM-Buck WIM On) 9 HdpM 6h1. 0.Ie11 44 52725 64 3 NdOAl shown 18 24 32 38 40 Ip 62725 5d 215 Equd-0le 11.301 +70.0 -110.0 +70.0-110.0 +70.0•110.0 +70.0-110.0 23.6 Equa9tle 7!.396 •70.0-110.0 -711.0-170.0 •70.0-110.0 •70.0-1160 440.0-1760 •70.0-170.0 *7010 •110.0 •70.0 •110.0 S1aMad Co7apa 14.517-15.670 +70.0 -110.0 •70.0-110.0 +70.0-710.0 +70,0•110.0 Slagard Cotlaga 14.517-15.070 -70.01-110.0 +70.0 -110.0 '70-01.110.0 .0.0-110.0 .70.0-110.0 00.0-710.0 +70.0 -110.0 •70.0 410.0 211 EWs1611e 11.583.U.510 .ro.0-710.0 +70.0•170.0 +70.0 -110.0 +70,0 -110.0 20 Equd4010 11.587-71.516 +70,01-1100 .70.0 -170.0 -70.01-110.0 .70.0-110.0 •70.0 •110.0 •70.0-110.0 •70.0 -110.0 •70.0 -710.0 slandad Paul- 11.377-11,fi82 +711.0 -non -70.0-110.0 +70.0-110.0 +70,0 -tto.o Wsad rd PWaw 11.377-11.502 •70.0-11x0 •70.0-110.0 -70.01-110.0 •70.0-110.0 •70.11•110.0 •Tao-110.0 •70.0-110.0 00.0 -710.0 0 HEADER Tallest 23,517-25.266 +70.0 -110.0 •70.0•110.0 +70.0-110.0 +70.0 -110,0 Ta11.1 23.617.25288 •70.0-110.0 •70.0-110.0 -70-01-110.0 •70.0•110.0 •70.0 -110.0 •lap-110.0 •70.0-110.0 •70.0 -770.0 S1and.td Collage 20.058-23.515 •70.0 -110,0 •70.0•110.0 +70.0•110.0 +70.0 •110.0 SlaMard Collage 20.958-23518 •70.0•110.0 +70.0 •110.0 .70.01-110.0 •70.0-110.0 •70.0•1100 •70.0-110.0 -70.0•110.0 •70.0 -170.0 26 77.3)6 Equalilo 17.617-20.057 X. •110.0 170.0•110.0 +70.0-11D.0 +70.0 •107.0 37.375 Equd-0111 17.617-20.957 •70.0-110.0 +70.0 •110.0 .70.01-110.0 -70.0-110.0 •70.0 •110.0 .70.0•110.0 +70.0-110.0 +70.0 409.0 61eMrd ProAvw 14.517.17.618 +70.0 -110.0 +70.0•110.0 +70.0•1 MO +70,0 •110.0 91.M.m PrdI4W 11517.17.518 .70.11-110.0 1711! -770.0 +70,0•110.0 +70.0•710.0 0010 -110.0 440.0-710.0 •70.0•110.0 •70.0 •110.0 0 Shoti.at 11.377.14.510 +70.0 410.0 +70.0-110.0 •70.0•107.0 •70.0-1010 9hoNe1 1/.377.14810 •760-110.0 •?0.p-110.0 •70.0•110.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 +70.D-107.0 -70.0 -103.0 Ta9mt 27.583.31.011 *70.01410.01+70.0 -08.0 +70.0 •63.0 +70.0 -00.0 Taunt 27.583-31.911 440,0-110.0 •70.0-110.0 •70.0•110.0 •70.0•110.0 •70.0 -110.0 •70.0 49.0 •70.0 43.0 +70.0 -0goa ontomSho 20,517-27.582 +70.0 410.0 +70.0•110.0 +?0.11-110,0 +70.0-110.0 customaae 28.617.27.562 •70.0-110.D •70.0 -110.0 •70.11 410.0 •70.0•110.0 770.0 -110.0 •70.0-110.0 •70.0-110.0 •70.0 •110.0 o O O MEETING RAIL SlaMaa Cohago 21517.28,515 +70.0•110.0470.0-110.0 +70.0-110.0 +70,0 410,0 SW2Lmd C.!.9. 23,617.28.516 •70.0-1`1 D .70.0-110.0 •70.0-770.0 •70.1•1D.o .70.0-110.0 -70.0-110.0 •711.0-110.0 •70.0 -trap 44 Eq."t 2061?234516 470.0-710.0 +70.0•170,0 +70.0-110.0 +70.0 410.0 44 Equd46e 20.617-23578 -70.0-110.0 .70.0-110.0 •70.0-110.0 ND.O•110.0 +70.0-110.0 •70.0-110.0 •70.0-110.0 •70,0 -110,0 27 0 SW.d.d P,.Amv 17.517-20.510 +70.0 -110.0 +70.0-110.0 .70.0-110.0 +70.0 411.0 SlaMadPNlew 77.fi17.20518 •70.0 -770.0 .70.0-110.0 •70.0•110.0 •70.0•110.0 +70.0-110.0 +70.0-110.0 .70.0-170.0 •70.0 -110.0 Custom Size 14.517.17.610 .70.0 -110.0 .70.0 -110.0 +70.0-110.0 +70.0 •110.0 Cuuam Sae 71517-17518 •70.0•110.0 +T0.0-110.0 •70.0-110.0 +70.0-71D.0 +70.0•110.0 •70.0•110,0 -70.0-110.0 •70.0 -110.0 EXTERIOR Shodasl 11.377-14.516 +70.0-110.0 +70.0 410.0 470.0 -107.0 +70.0 -1010 shadml 11.377-14578 -70.01-11.0 -70.0-110.0 •70.0•110.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0 -107.0 •70.0 403.0 V 0 0 D 709101 91.589.35.all +70.0-110.0 .70.0 -00.11 470.0 .93.0 +70.0 -00.0 Ta0as1 31.587-35.911 .70.0-110.0 -70.0-110.0 •70.0•110! N0.p-110.0 .70.0-110.0 .70.0 40.0 •70.0 43.0 N0.p 40.0 25 al.Mud CoOaga 28.517.31.582 +70.0-170.0 •70.0-110.0 +70.0•110.0 +70.0-110.0 Slardatd Collage 26.517.71582 •70.0-110.0 •)0.0-110.0 *70.0•110! •10.0-110.0 •70.1-110.0 N0.p-110.0 •70.0-110.0 •70.0 -110.0 JAMB Equ.Oi. 20.517.20.515 70.0-110,0 .70.0.110.0 .70.0-110.0 .70.0-110.0 EgmHlle 20.517-28318 •70.0-110.0 •70.0-110.0 •70.0•110.0 +70.0-1110 •70.0-110.0 •70.0-11D.0 •70.0 -710.0 7.11 -710.0 dB SIoMWd Pfodwv 17.517.27.570 +70.0 -710,0 +70,0•110.0 +70.0-110.0 470.0 -110.0 46 Slandaid ProAew 17.617.20.516 •70.0-110.0 •70.0-110.0 •70.0•110.0 +70.0-110.0 .70.0-110.D +70.0-110.0 •70.0-110.0 •70.0 -710.0 EXTERIOR SASH custom sae 14.617-11.616 70.0 -110.0 .70.0•110.0 Tao.110.0 +70.0-110.0 C.-d..sit. 14.517-17.518. +70.0-10.0 •70.0-110.6 •70.0•110.0 .70.0-110.0 +70.0-ttp.0 •70.0-110.0 -70.0-10.0 •70.0 -110.0 Ct`J HEIGHT Dust-Sla. 12.617 14.61a .70.0 410.0 +70.0-110.0 470.0-110.0+70.0 410.0 Cuslomsa. 1z 517.14.515 .70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 +70.0-110.1 •70.0-110.0 •70.0•110./ -70.0 4110.° SECTION DETAIL FOR Shads! 1.377.1zste +roA 77177.0 70.0-110.0 •70.0-11D.o .7ao -170.0 snod.l 1.37?-/2.518 -711.0-110.0 •70.0-110.0 +70.0•110.0 .70.0-110.0 ?O+o-10,0 70.0-110.0 •70.0•110.0 •70.0 -110.0 WINDOWS WITH p Ulm! 33.208-37.530 +7/D 410.0 +70.0 40.0 470.0 •93.0 +70.0 -910 Eo Tag.1 33.208-37.536 •70.0-110.0 .70.0-110.0 -70.0-110.0 •70.0-110.0 +70.0 •110.0 Nall 49.0 440.0 43.0 •70.0 40.0 slanaaa Cotl.9e 28.517-33.207 +7aD-110.0 .70.0 410.0 470.0.1 tO.o +70.0 •110.0 i SlaMard Cotlao. 28.617-33.207 .70.0-110.0 +70.0-11D.0 .70.0-7110 .70.0-110.1 +70.0-110.0 .7ao-110.0 .70.0-110.0 •70.0 •110.0 LEVEL R3 REINFORCEMENT 26 Egaawle 23.517.28.618 70.0 4 0.0 +70.0-10.0 N0.p-110.0 +70.0 -110.0 Equddllo 23.617-28.618 +10.0-110.0 -711.0 -710.0 •71.0-7lD.o -7010 410.0 -7010 610.0 6010-111.0 -711.0-110.0 440.1 •111.° &GLASS TYPES 9-16 I Ki-iz. Ske 20.617.23.510 +70.0 •110.0 +70.0-110.0 +760- a. + Cud-She 20,617.23.518 70.0-!tall •70.0-110.0 •70.0 AIDA •70.0-110.0 •70.0 -110.D .70.D-110.0 .70.D-110.0 •7D.0 .110.0 SILL49.0ss 49.0.5 REINFORCEMENITS SHOWN IN E P.daw 17.51720.610 •70.0•110.0 +70.0-10.0 170.0-110.0 +7ao-1110 standardPrDAaw VM7-20510 •70.0-110.0 •70.0 •10.0 •lap-110.0 •70.0•110.0 +70.0 -10.11 -7110-10.0 •70.0 •110.0 •70.0 •1010Sts. F4.1717.610 .70.0-tto.o +7c.O-10.0 700•1ao +Tao•11110 3 customs.. 14,517-17575 •70.0-10.0 -70.0 -110.0 -70.0-110.0 •70.0 610.1 •70.0-170.0 +70.D-10.0 •70.D-710.0 •TD.O -110.0 FIGURES ABOVEAPPLYTO sh. 12.617-14.616 70.0-110.0 60.0-10.0 70.0•10.0 +70.0-11ao c.d.msk. 12.61-14516 •70.0-110.0 •70.0 AMA +70.0-1760 •70.0-110.0 70.0 -1D.0 •70.0-110.0 •70.0-110.0 •70.0 •110.0 FLANGE&BOXIEQUAL-LEG al 1.377-tzsle .70.0 -116.0 440.0-10.0 470.0•1o.a +70.0 -11x0 snanest 11.377-12516 .70.0 41D.p •70.0•110.0 170,1-1710 .70.0-110.0 70.0 -110.D -70.0-110.0 •70.D-110.0 -70.0 •110.0 FRAME TYPES ONLY.ALL Tdl.l 35.517-41.644 470.0-710.0 7'111-111/ +70.0-110.0 +70.0 -110.0 7.11.1 38.517-41.544 -70.0-110.0 •70.0•1 OX N0.p-770.0 •70.0-110.0 •70.6 -11D.0 Na0-10.0 440.0-110.0 •70.0 •105.7 CONFIGURATIONS APPLICABLE) o Slardsd C.tlap. ']1.517-38.518 +70.0•112.0 •70.0-110.0 +70.0-110.0 +700 410.0 BIaM.d C9tl.pe 31.677-78.618 •70.0-1/110 •70.0-110.0 •70.0-110.0 •70,0-110.0 •70.0•110.0 70.0-110.0 -7O.D,.108.5 •7D.0 -103! Eg"!a 28.617-31.510 -70.0 410.0 -70.0-110.0 +70.0-110.0 +70.0-Ilao EquaRla 20.517-71.516 -70.0-110.D •70.0•110.0 *70.0-110.0 +70.0•110.0 -70.11-110.0 +70.11-110.0 +70.D-107.8 •70.0 -1024 SlaMad N.A.. 23.617.20.610 +70.0 -110.0 •70.0-1111.0 +70.0-110.0 +70.0•110.0 SlandardPmAsw 235/7.26.516 •70.0-111.D •70.0-110.0 •70.0•17010 +70.0-1100 •70.0-110.0 •70.1-119.0 +70.0"110.0 •70.0 -105.2 82 Cullom 611. 20.617-9.518 N0.p •170.0 440,0-1111.0 440.0•110.0 70.0 -110.0 B2 Cudom Sae 20.517-23.518 N0.p-710.0 *70.0•110.0 •70.0•110.0 +70.0-110.0 440.0 •110.0 440.0 1-110.01 170.0•110.0 440.0 -107! 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SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. 11a1id1ng Code " 05 MIN.SASH HEIGHT WINDOW BUCK HEIGHT-60.136 "MIN.SASH HEIGHT BUCK HEIGHT-50 6 Aae'-' 440160 Revised By. Dale: Revision: Bepiruln Date la�. � • ' .. ' tdinmi)mlo pe di.1 C.11 cpw,��'•.. Ravlssd By: Dale: Revtelen: NOTES: � • ® Dea er(ptfon: Drown By: '�� 1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. �,'I'•,�_ DESIGN PRESSURE TABLE J ROSOWSKI� 1I '1 t 1070 TECHNOLOGY DRIVE RDs: Date: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHTISAS PERTHE FIGURE. c_,.,•. •+Ir••'•"'' N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN +'•��'•'r�I� "'�'•'`�•"�' (841)-480-1600 ON THE TABLE. -•r�A:LY Nt.�ILCER P.E:` S6dea/MOdoL• Scde: Shed6 Dmwlnp No. Rev. - ON CERT. 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Got.: RaW... .316' By .......... I P-� 864" .175- mionwi Ki Con R.45.d By. 50. LAMt 10 Description: prawn Fy.- 72 J ROSOWSKI BEADING81 SCREEN FRAME SCREEN FRAME WINDOW EXTRUSIONS -7mc, EXTRUDED POLLED t6 6- l(jt6 1070 TECHNOLOGY DRIVE ?7tlo: N.VENICE, Fl.34275Date:SINGLE HUNG WINDOW INSTALLATION-LM (941)-480-1600 sodwwad-k scale. I ZY No. R-. k/LY'NNlyILI.mi,p.E. - R F CERT. OF AUTH, #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUTYL BIII of Material BIII of Material,cont STRUCTURAL SILICONE # Part# Description Material # Part# Description Material STRUCTURAL 1/4"NOM. FOAM 3116"NOM. POLYISOBUTYLEN 1 620101 Single ung Frame ea 8 Jambs-J-C anne PVC 720197 Auto Lock Mechanism C Steel VJ1TH DESICCANT WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc DESICCANT 16 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Znc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX 06 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SHIDH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Look Keeper Cast Zinc 6 620106 SH/DH Frame SIII-Flange PVC 50 76)(34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SWDH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 7s 4SG TPS 77 SPACER®NXT TM 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rall Interlock 6005 T5 AI 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rall Interlock Cover PVC 68 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT pOLLE - DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 AI 59 420180 Phot Bar Comer Key PVC BUTYSEAL 5/16"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 6N8'NOM. BUTYL 8 SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 Al 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rall Reinforcement 6005 T5 At 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 . 61644 Weatherstrip,.187"x.270"Fin Pile 67 7858B #8 x 518"Ph.FH SMS(Strike Plate Screw) SS V472 300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC 19 Wealherairlp,.187"x.220"PolyPile 74 Boo bedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 25 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(7/8"x 1"x 1/8"),85+/_5 duro. EPDM MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7s DURASEAL@ 7s XL EDGETM HPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 9SP Meeting Rall Screw Support Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 1000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS Spiral Balance 86 61816C48 Screen Cloth Fiberglass 205 Spiral Balance Shoe Nylon 1 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 1 70X114FPAX#8 x 1AN'Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material i 78 lKommeding 4SG TPS Spacer System PRODUCTREV1S60 77 Quanex Super Spacer nXr Wth Hot Melt Butyl See this es c nplyius vilh dm Phvida Sheet for A`PttwitjIs aNOb-0714.o3 78 Quanex Duraseal Spacer Materials .... E< r,si"Dst. rZO20 79 Cardinal XL Edge Spacer "" ' :; Revised Dr Dais. Revision. REFERENCE TEST REPORTS:FTL-8717,8988&B970 �' JR 05/05/16 A)ADDED SPACERS Br- — j; ,i Mimi)nde proilml' Revised BY: Data: Revrsion: .r?r� ju-TDescription: Drown W. L(�,- BILL OF MATERIAL(BOM) J ROSOWSKI 61�`1��6 :,,i:::n• •('` 1070 TECHNOLOGY DRIVE NO.: Date: NOTES: '•.,iy.t-�;;j% N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 •,i� ',"'; (941)-480-1600 1;.,;. '.',�`'\ Serres/Madel: Scale: See: Drawing No, Rev: 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A�Lyp{ VILL`ER,P.E. 2)ITEMS#9-13.15,24,28.29.34,39,61,62.68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. p,�968705 CERT. OF AUTH. #29298 S H-5500 NTS 12 OF 13 MD-SH5500-01 A OPT.SWEEP LOCK O 46 q8 OPT.AUTO LOCK I4 Q 47 I 18 20 57 OR 58 OR 62 45 55 OPT.PULL RAIL 22 82 OR COVER 87 86 35 OPT. BEVELED MITERED FRAME WITH I 1 I 21INTERLOCK INTERIOR AND EXTERIOR16 &COVER II. FRAME WELDS 18 i ., 54 72 X4 72 X4 16 53 so 80 OR 81 0 SCREEN > --------------- 14 'v 60 OPT.PULL HANDLE . .......... 49 ("a 1 64 WITH LATCH f,ppDETAILS 41 CONSTANT FORCE @0 83 BALANCE OR OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE 63 67 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 36 DETAILS 66 EXTERIOR 53 .............................. -A ortoDucr KI-wism A77 —"ptykta with ft k:j'qjd', Cliss 1 6 53 --- NCE -- -------------- ---------- A pta r.o -----—--------—-- --------------- r- irm Date FRAME R-1-d By. D.M: R-14m: BY h4i ?.,Yq It" ASSEMBLY DETAILS Revised By; Date: R.I.Im Desarlpflon: Dntm B EXPLODED ASSEMBLY J ROSOWSKI NOTES: EXTERIOR If)16 N. VENICE. FL 34275 05/15/15 1070 TECHNOLOGY DRIVE Tlil.: 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. (941)-480-1600 SINGLE HUNG WINDOW INSTALLATION LM 2)J-CHANNEL FRAME SHOWN,PARTS 0 1&6.OTHER FRAME TYPES APPLY. Sed..Itddd S—w --t: Dmlnq N.. R-- SH-5 NTS Sheet: OF 13 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. A 500 MD-SH5500-0 A_ 4 USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. CERT. OF AUM. #29296