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HomeMy WebLinkAboutProduct Approval �4 Company: Thye Home Depot At Home Services Job Description: Replacing 2 windows size fc Prepared By: Amber Client Name: Murphy Project Number: 9197760 ^'Version 30 0: - dw w e i .dConforms with ASCE 7 10 •tea"'� _»>M�.o-,. »..�.,.��..<�:. ,<..>:�<....,. ,� ;_.,» -';. .. '�.»,;. ";ar».,:;:w _...aeM""v .a ti..»,.,.�..s "�a.'?.<„-r.�;.�» ...... .. ..�':' .,... DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data Wind Velocity(mph) 160 Mean Roof Height 12 Risk Category 2 Building Width(ft) 77 Exposure CategoryD Building Length(ft) 85 Directionality Factor 0.85 Roof Slope (x:12) 4 Internal Pressure Coefficient+/- 0.18 Design pressures listed below are: Allowable Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF) 1 5500-1131\11- 5 5 73 62 37.6 -48.4 2 5500-1PNL 5 5 73 62 37.6 -48.4 Width of End Zone(a)in feet= 4.8 5 h 5 1 0 4 a Y TZ.A i - Y STRUCTURES INTERNATIONAL,LLC _Pcci;d,�qsr,"cresc<Ue�ensnseaQ�r%E.Praakms' 4/26/2016 2:41 PM s �] `MEASUREVAGRAM SHEET / JA 77,� ,%,�:_INSTALL AREA `.`Nous 3 jf r i 4 � yd s � l L` az yJ� 1 1 4 ? � 3ris`t`rtFdawmt�snc +�`.. t _ :. w, Robert Murphy, #9197760 2491 Keen Rd. Fort Pierce,FL 34946 Replacing 2 windows size for size with impact. The cost of the job is 1.5% of the structures' assessed value, https://mail.google.com/mail/u/0/ffi`nbox?projector=1 1/1 2/3/2016 Florida Building Code Online wY L I k � gw g g yS S— ,_ .s." `D t.. "' '.�.e ., ... ro .. ..<- k;y rt. • dYe•�.-p _ ',� t 1". F o&De-paitmentl SCIS Home , Log In ' User Registration Hot Topics ; Submit Surcharge Stats&Facts � Publications ? FBC Staff } BCIS Site Map j Links Search Business '] gProduct Approval Professi� UI USER:Public User 41!I, I Product Approval Menu>Product or Anplication Search>Application List>Application Detall FL# FL242-1119 Application Type Revision Code Version 2014 Application Status proved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 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 Horizontal Slider. Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO- CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/05/2015 Date Validated 10/16/2015 https:/Avww.floridabuilding.orgfpr/pr app dfl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7x9PPaIM9f3XNBey0aMp/o3d 1/4 2/3/2016 Florida Building Code Online Date Pending FBC Approval Date Approved 10/20/2015 Summary of Products FL# Model,Number or Name Description 242.1 HR-210(Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R19 C CAC 15-0609.05.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/05/2017 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R19 II 15-0609.05.odf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.2 HR- 510(Impact) WinGuard Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R19 C CAC 15-0612.14.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R19 II 15-0612.14.odf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.3 HR- 610 (Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R19 C CAC 15-0519.10.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R19 II 15-0519.10.odf Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.4 HR-710(Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R19 C CAC 15-0519.09.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant,Yes 12/21/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R19 II 15-0519.09.odf Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: Information. Evaluation Reports Created by Independent Third Party: 242.5 HR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R19 C CAC 14-0320.04 LM.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R19 II 14-0320.04 LM.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.6 HR- 810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R19 C CAC 15-0609.04 SM2.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure:N/A Installation Instructions Other: Please see the Miami-Dade County Notice of Fl..242 R19 11 15-0609.04 SM2.odf Acceptance(NOA) for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports hftps:/Avww.floridabuilding.orgtpr/pr app dfl.aspx?param=wGEVXQwtDquUsDrhuM3DGCgL7x9PPaiM9f3XNBeyOaM%3d 214 r M IAM 1•DADE MIAMI-DADE COUNTY L1M. 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 TANCE OA www.miamidade.gov/economy (IMCEP51 e 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- imWdlng_IhLffigh����- DESCRIPTION: Series"HR-510 Vin l" White PVC Horizontal Rolling Window—L.M.T. APPROVAL DOCUMENT: Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact-resistant", sheets 1 through 10 of 10, dated 08/12/09,with revision C dated 05/29/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Produci Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1114.06 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.15-0612DI M:AMI DADE COUNTY Expiration Date: February 17,2 712��13 16 Approval Date: July 30 2 r Pa , PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCESUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0901.07) 2. Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact-resistant", sheets.l through 10 of 10, dated 08/12/09, with revision C dated 05/29/15, 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'205-94 6)Forced Entry Test,per FBC 2411.312.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series HR-510 vinyl horizontal sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09-0901.07) C. CALCULATIONS 1. Anchor verification.calculations and structural analysis,complying with FBC-51h Edifion (2014),,dated 06/05/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies With ASTM E1300-04 D. QUALITY ASSURANCE .1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel Pe P.L. Product Control xa liner NOA No.15- 612.14 Expiration Date: February 17,2011 Approval Date; Judy 30 201'5 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray.America,Inc.for their "SentryGlas@ (Clear and White) Glass Interlayers"dated 06%25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 12-1017.02 issued to Quanex Building Products,Inc.;for their,"White Rigid PVC Exterior Extrusions for Windows and Doors dated 02/07/13, expiring on 12/26/16. T: STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition(2014),dated June 5, 2015,issued by manufacturer,.signed and sealed by Anthony Lynn Miller;P.E. 2. Statement letter of no financial interest, dated June 5, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 11-1114.06, issued to.PGT Industries for their Series "HR-510" White PVC Horizontal Roller Window-L.M.I."approved on 02/09/12 and expiring on 02/17/.16. Manuel Pe ,P.E. Product.Control finer NOA No.15-0612.14 Expiration Date: February 17,2021 •Approval Date: July 30 2015 E-2 2 518"MAX.TYP. 2 1/4"MAX. L� ® Design Pressure Rating Impact Rating ®IMPACT-RESISTANT HORIZONTAL ROLLER 4"O.C.MAX.TYP. TYP. +60 P 70 PSF Large and Small Missile Impact BOX FRAME AND INTEGRAL FIN WINDOWSIvmar.nafam«aa�,uw.w) +60 P 70 PSF Large Missile Impact Only . tVfian"etrq eri•nrwolea adabr B'a+^�D) GENERAL NOTES: 1.GLAZING OPTIONS: A:7/8"IG -5116"H/H-SG+7/16"- AIR+1/9A CAP 2 B.718"IG -5/16"H/H-SG+7/16"- AIR+118"T CAP 2 � _ / = p NOA DRAWING TABLE OF CONTENTS 2.CONFIGURATIONS;XO AND OX. O D / / O l SHEET GENERAL NOTES....................................1 3.DESIGN PRESSURES:+60/-70 PSF(ALL GLASS TYPES LISTED / © z / / w LL ELEVATIONS............................................1 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE Lr LL v GLAZING DETAILS...................................2-3 AND GLASS TABLES ASTM E 1300. v Zi d to SECTIONS,I.F.FRAME..........:.................4 B.POSITIVE DESIGN LOADS BASED ON WATER TEST O `D SECTIONS,BOX FRAME.........................5 PRESSURE AND GLASS TABLES ASTM E 1300. U) v PARTS LIST..............................................6 EXTRUSIONS............................................7 4.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ANCHORAGE SPACING,BOX FRAME...8 39 ABOVE GRADE IN THE HVHZ,THE EXTERIOR CAP OF ANCHORAGE DETAILS,BOX FRAME.....9, INSULATED GLASS UNITS MUST BE TEMPERED. © X O ANCHORAGE DETAILS,I.F.FRAME.......10 5. ANCHORAGE:ANCHOR SHALL BE AS,LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR.EMBEDMENT TO SUBSTRATE o SHALL BE BEYOND WALL DRESSING OR STUCCO..THE 331/39/` 32'314 VENT DLO WIDTH 32 9/16 FIXED DLO WIDTH t�' STRESS INCREASE.HAS NOT BEEN USED IN THE DESIGN OF THIS INTEGRAL RAL FI N PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL —7Y'MAX. MAX.SIZE=7&'X 62" SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR 761/4"FRAME O.D. MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.APPROVED ANCHORS;1,3/16"ELCO ULTRACON) 2,#10 STEEL SCREW(G5)AND 3.(.120)X 1-1/2"ROOFING NAIL FOR © 73"MAX. FIN. 32 9116 FIXED DLO WIDTH 32 3/4 VENT DLO WIDTH 6..REFERENCES:TEST REPORTS FTL-5916;ELCO TEXTRON NOA ANSI/AF&PA;NDS FOR WOOD CONSTRUCTION;ADM ALUMINUM DESIGN MANUAL;QUANEX BUILDING PRODUCTS(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) �:J 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, I O INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). z w o 8.SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT 0 / © PRODUCT REVISED FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF 0 as complying wlththe Fhtlih O Building On TRANSFERRING APPLIED LOADS. F / X iv Acceptance No 15.0(pti2n�ai/14�nn' Z !L .E Halian Dale 'W4� 9.ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE By AND FLANGE OR FIN.OVERALL SEALING/FLASHING STRATE Y A micull ade Product Con FOR WATER RESISTANCE OF INSTALLATION SHALL BE zC DONE BY OTHERS. 10.MATERIALS USED FOR ANCHOR EVALUATIONS WERE X O SOUTHERN PINE(G=0.55),CONCRETE(MIN.3.5 KSI)AND — — CONCRETE.MASONRY UNITS COMPLYING WITH ASTM C-90. `���� 14YNN M1( .:i 6112"MAX. ,`� .._...... !F� 6114" e o BOX FRAME ta ��pGNSg '• 4 3/4" 15"MAX.O.C. �— �Y © SEE SHEET 8 FOR MAX.SIZE=73"X 62" _ y'C' f1U.X6705 "SG"=SENTRYGLAS0BY KURARAY AMERICA . ANCHOR REQUIREMENTS 61/2"Max. ,INC - -13 '. 53- igs , I SC 05/29/15 C EDIT NOTES FOR FBC 2014/REVISE MAX HEIGHT ELEVATIONS&ANCHORAGE %gip `TATE A • ��Z. g,,,eay acm R. 0 7070 TECHNOLOGY DRNE J.J. 10/17/11 B FBC 2010 CODE CHANGE N.VENICE,FL 34rrsS ••• ' �C�,� J.R. 01/18/10 RA Added DP/Impact box frame,changed title above note P.O.BOX 1529 Vinyl HOl1Z.Roller Window, Impact-resistant 75W— �SIpNAL cmd,a NOKOMIB;FL 34274 ® ''' ` ewx 0—ft '' Mn A.L`�tjtJ Mlll'E't�,P.E. J.R. 08/12109 FL COA H29298 HRt7f0 NTS 1 d 10 51912 C P.E.q 58105 ® 7/8"OVERALL GLASS NOMINAL 5116"LAMI GLASS NOMINAL U8"HEAT STRENGTHENED GLASS 7/16°AIRSPACE .090'SENTRYGLAS® BY 1/8"ANNEALED OR KURARAY AMERICA,INC. TEMPERED GLASS 1/8"HEAT STRENGTHENED GLASS 1/2"NOM. 29 GLASS BITE 32 0 39 37 28 29 EXTERIOR 35 \a • O PRODUCT REVISED t+s complying with the Florida Bai Whig codc 2 AcccplNicoNo (Z•14- OPTIONAL Lxpirnlion Date X104! FLANGE By,;,ni ade Ftodutt(7rn� - ttlr,r, 7/8" LAMI I.G. GLAZING DETAIL 0, LYN/V WITH 5116" LAMP GLASS AND 1I8" CAP r J _ No.58705 RmF Mm: R.1,WM °,.° �'Aac�' s'r�frE sc 05/29/75 C NO CHANGE THIS SHEET GLAZING DETAILS-BOX OR FLANGE FRAME aY oem: Rnwom: 1070 TECHNOLOGY DRIVE J J. 10117!11 B NO CHANGE THIS SHEET N.VENICE,FL 34275 T"� ,L�;S� R W. Dew Rmt�btY - Vinyl Horiz Roller Window,.Impact-resistant �,,,vtVAL. t t��� J.R. 01/18/10 A Chan ed glassmake up,drawingtitle. P.O.BOX 1629I I II vmrw. oaf: pwd�ted pKp; NOKOMIS.FL 34274 1�nr- �'� s Orme a'mvw R-, A.LYN`,14LER.P.E. J.R. 08/12/08 FLCOA029296 HR610 1:1 2 of 10 5197-2 (. P.E.f166T05 ® 7/8"OVERALL GLASS NOMINAL 6/16"LAMI GLASS NOMINAL 1/8"HEAT STRENGTHENED GLASS 7/16"AIRSPACE .090"SENTRYGLASOBY 118"ANNEALED OR KURARAY AMERICA,INC. TEMPERED GLASS 1/8"HEAT STRENGTHENED GLASS 112"NOM. &29 GLASS BITE 32 O 39 37 28 29 EXTERIOR 35 O PRODUCT•REVISED as complying wllh the Florida Building Code Accephnce 15-061Z 14- BYpirtilionDate OPTIONAL FLANGE By hti; ti ads prods tft 718" LAMI I.G. GLAZING DETAIL ` Y LYNN WITH 5/16" LAMI GLASS AND 118" CAP IOCENSF ..r� No.58705 aenNavletnc �a•, �. r W SCaetc ON05/29115a: C NO CHANGE THIS SHEET GLAZING DETAILS-INTEGRAL FIN FRAME `ATL r �ti; 1070 TECHNOLOGY DRIVE rma O J.J. 90/17/91 R B NO CNANGE THIS SHEET IJ.VENICE,FL 34275 ` Ravad ay. a� enwnu P.o.aox,5zs Vinyl Horiz:Roller Window, iR7 acf-resistant J.R. 01/18/10 A Changed glass make up,drawing title. N P.O.BO FL 34274 ® ` 80it saert cr'"+�µ' R� A LYNN ILLEtH P.E. om"W. saw: Ctodnd Ufa: HR510 9:1 3 d 10 5191-2 C P.E.N 55705 J.R. OA/12/09 FL COA N29296 19 18 13 1 SEE NOTE 1 14 SEE NOTE 4 DETAIL D SEE NOTE 1 15 16 HEAD SECTION 1 1 SEE NOTE 3 29 ° 29. EXTERIOR 11 SEE NOTE 2 4 5 29' 2.1 22 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION EXTERIOR NOTES: 1.#6 x 1/2 FL SMS,LOCATED AT 41/2" FROM EACH END AND AT 16"O.C. 2.#6 x 3/8 FL SMS,LOCATED AT 41/2" FROM EACH END AND AT 16"O.C. 1 3.#6 x 112 FL SMS,LOCATED AT 41/2" SEE NOTE 21. FROM EACH END. 4.CAM LOCKS: 29 22 (2)AT T'EACH END FRODUCT REVISED n complying with lho Ffmida 5,WEEPHOLES ARE 1"X 3/16".SEE tluilding Code SHEET 1 FOR LOCATIONS. "-- HOT Acceplancc Ato L�j•.Ofot2:ll}. WELD ExpiralionDale $) Ay Mi i ode ProduN' 1 SEE NOTE 5 10 DETAIL E o SILL SECTION \`,0 -%i LYN/V 4U��•,�i HOT WELD CORNER ASSEMBLY 1 (INTEGRAL FIN) _ No.58705 '{ _ a THIS _ =' SC 05/29/15 C N CHANGE THl ='O' r re or tU CRASS SECTIONS INTEGRAL FIN `t.' ..;Ft0rt0N..'' \` rtovider• Oem: Rm[yo,tY. 10707ECHNOLOGY DANE _ 'i. Jew 10/17/11 NO CHANGE THIS SHEET N'VENICE, ;29 75 VinylHOriz.Roller Window, Impact-resistant c ''f s�I��JA L�F3`\P,,N ` J.R. Qi 01/18/10 A No changes this sheet. agar 0 Cr�UY ��& NOKOMIS,FL 34274 J.R, D9H?!09 FLCOA429298 HR510 1:2 4 a 10 5191-2 C P.E.858705 19. 13 18 2 SEE NOTE 1—\ 14 SEE.NOTE 4 DETAIL D SEE NOTE 15 16 - HEAD SECTION 2 1 2 1 p o EXTERIOR SEE NOTE 3 Q Q ° 29 29 11 EXTERIOR SEE NOTE 2 4 5 29 22 21 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION EXTERIOR NOTES: 1.#6 x 112 FL SMS,LOCATED AT 41/2' FROM EACH END AND AT 16"O.C. 2. x SMS,LOCATED AT 41/2" �]T FROM EACH EACHH END AND AT 16"O.C. 2 3.#6 x 1/2 FL SMS,LOCATED AT 4112" SEE NOTE 21 FROM EACH END. 29. 22 4.CAM LOCKS:. (2)AT 7"EACH END HOT PRODUCTREVISED as complying with the Florida S.WEEPHOLES ARE 1"X 3/16".SEE WELD AccIhse la Gbdv _ �ceepta,i�oNo 1510012114— SHEET 1 FOR LOCATIONS. 2 a. Wali R Date / y. Dy Miami ado Prod�ttCwt, SEE NOTES 10 DETAIL E o • SILL SECTION 1�\\�1\ 4�CYN FAI������r HOT WELD CORNER ASSEMBLY ' (BOX FRAME) 2 ` ' No.58705 ?' _ ,A a 793 931s Re11e Only: RKuanr .. 0e'°�" �Q S7'ATEOF sc 05129/15 C NO CHANGE THIS SHEET CROSS SECTIONS-BOX FRAME Raim'd . _ 1070 TECHNOLOGY DRIVE - fi''•.FGOR%DN.••'�,�c` J.J. B NO CHANGE THIS SHEET N,VENICE;FL y7276 Tar X5,5,RawQ. . E:1&17/11pu: Vin l Hork. Roller Window,lm act resistant ., /O!�/��_Th10 A No changes this sheet. P.O,eox 1629rnewn8�" �� NOKOMIS,FL34274 � � �" sneer °1°y � T+n" A.L4IJNINILl�}2;P.E. J.R. FL COA#29296 HR570 12 Jr y�� 61g1"2 L P.E.#56705 ® ITEM DWG NO. PART# DESCRIPTION 1 5166 65156 FRAMEHEAD,SILL AND JANES(FIN ONLY) 2 5.189 65189 FRAMEHEAD,SILLAND JANES(BOXONLY) 21; 4 5102 65102 Faro MEETING RAL 13 5 5123 65123 FIXED MEETING RAM-ALUMINUM RBNF. 6 76X1 FPAW 6 x 1'FH TECH(CAM LOCK,KEEPER) 29 16 8 78X312PPABX SCR.8x3 112"PPTYPEAB(FIXED MR) 15 9 71669SP 330025 ALUM SCREW SUPPORT PLATES 10 5138 65138 ROLLER TRACK 11 5138 .65138 AND LIFT I$ 12 71038W INSTALLATION HOLE PLUGS(BOX ONLY) 34 13 5105 65105 SASHIWERLOCKRAL 6 14 5114 65114 INTERLOCK PAI.-ALUMINUM REINF. 1 � 15 76208SLAW CAM SWEEP LOCKS 16 76133SLKW CAM SWEEP LOCK KE 9)ER 21 11 17 1644 61644W WSTR A87'x:270 FN SEAL 18 5137 65137 SASH SIDE RAL 19 5114 65114 SIDE RAL-ALUMINUM RETNF. 20 1644 61644W WSTP..187.x 270 FN SEAL 21 5106 65106 SASH TOP 8 BOTTOM RAL 22 5114 65114 TOP S BOTTOM RAIL-ALUMINUM RENF. 24 .23 1644 61644W WSTP.A87 x.270 FN SEAL 24 2251 42112HD ROLLER HOUSING 25 7BRWHL2 I BRASS WHEELS 26 7612FW 6x 112 FHPHL#2PTS/D/S Z5 27 7638FW 7 x 3/8 FH PHIL#2PT S/D/S 28A 6SWGK716 7116'.SUPERSPACER 288 6SWGK38 .3/8'SUPER-SPACER 4 29A 5112 65112 GLAZING BEAD,'1-LITE .32A 7/8'LAMi I.G.GLASS:118"TEMPERED / (NOT OUTBOARD-AIRSPACE-1/8'ANNEALED-.090 US®) PVB INTERLAYER-1/8'ANNFALtED(5/16`LAMq 32B 718"LAME LG.GLASS:118^ANNEALED (NOT OUIBOARD-AIRSPACE-1/8"ANNEALED-MO USED) WB INTERLAYER-1/8"ANNEALED(5116'LAMA PRODUCT REVISED ss complying with Tho Florida 34 SCREEN 13uilding Codo 35 WBCOVERS Acceptance No15'a0IZ1-� E,x tralionDale. 37 isETTING BLOCK 39 jSLICONEDOW1t99 By, 'lstin+ni ade Product Contrd 40 10 NOTE: ALL EXTRUDED VINYL MANUFACTURED t 1 t 1 t BY QUANEX'BUILDING PRODUCTS,INC. 35N,F?11��!,p��i� No,53705 nev�deY+ ux Raifar: owo4 'n :.f�i`i c O. .,-•'!(�\- SC 05/29/15 C NO CHANGE THIS SHEET BOM&EXPLODED VIEW g 40707ECHNOLOGYDRIVE ��(���'•-.;°COP,tU?.•'� 1` J.J. 10/11/11 B NO CHANGE THIS SHEET N.VENICE,FL34276 S �1�?.�' u,: vow P.o.sox(ize ��i�OAIAL� J.R. 01/18/10 A Removed 3/4" /ass and beading from BOM. Vinyl HOfIZ. R0/18f W%AdoW, Impact-resistant 1 NOKOMIS,FL 34274 ® ftboAlm BoY► �r"t ate' �'' A.LYII�lIh�ILLER,P.E. JJ.R 08/17109 cr% FLCOAi29296 HR510 NTS 6 d 10 5191-2 C RES68105 REMOVEABLENAIL FIN REMOVE- 1-1.020-1ABLE 1:835 1.647 FLANGE —+- -+—.070 1.250 .083 060 1.440 .065 174 .065 060 L6O5 4T 1.410 4.000 I} FIXED MEETING RAIL FIXED MEETING RAIL REINFORCEMENT DWG#5102 DWG#5923 SASH INTERLOCK RAIL .060 O RIGID PVC At 6005--T6 DWG#.5105 13 RIGID PVC 1.sa7 060 1.180 {+— 3.250 .588 I.F.FRAME O DWG#5116 ,spaL aso RIGID PVC L 1.160 °s5 1 065 1.022 060 1-7� n L S SASH INTERLOCK RAIL REINFORCEMENT SASH SIDE RAIL SASH TOPIBOTTOM-RAIL 2:375 DWG#5114 O DWG#65137 O DWG.#65106 PRonilCr RL'vtsfiU 14 19 22 At 6063-T6 18 RIGID PVC 21 RIGID PVC RI, Vii? �o"itntnaFtortaa. Irm,ince No'113a(0 i1.1 4. Ex imtien Ualc �l� �7,j .060 1.305 gy tvlieni tore DroEut!'Ck#i!r .803 - .060--► 210 .66o 3.250 035 065 `�\`�( LYA1N. rfr/i BOX FRAME --i .`` ��©'viceras' i<<F•,'� DWG#5189 I.G. BEAD ROLLER TRACK/ANTI LIFT ` RIGID PVC 9' DWG.#5112 10 DWG#5.138 No.68705 DUAL PVC O RIGID PVC a aewa� Rem oe A. V� TiEOIFL SC 05/29/15 C NO CHANGE ZHIS SHEETUSION CROSS SECTIONS ,� . mow; nowmc 1070 TECHNOLOGY DRIVE 0R10ft; \� J.J. 10/17/11 B NO CHANGE THIS SHEET N.VENICE,FL34275 T° iii Si �+°W. 0014' `rdvw ` Added wall(blcknoss to all extrusions,removed beading for3r4'glass. P.O.BOX 1529 Vlri 1 Horiz Roller Window, Impact-resistant �/�S/QNM J.R. 01/18/10 A NOKOMIS,FL34274 ® 401 ' &"'a °"'�OM1t` R'" A.CnuNIA9ILLiff4;P.E. emmel: o,ra meat oars J,R, 08/12!09 FL COA#29298 HRb10 1: 7 -110 5191-2 G P.E.#58705 HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF+601-70 PSF OR LESS ANCHORAGE NOTES FOR BOX FRAME: _ WINDOW HEIGHT(in) ®1. ANCHOR TYPES: 1-3/16"ULTRACONS BY ELCO(FOR MASONRY SUBSTRATES). V - MINIMUM EDGE,DISTANCE OF 1". 24 30 36 42 48 54 60 62 2-#10,SM.SCREWS,GRADES(FOR METAL AND WOOD SUBSTRATES) WINDOW ANCHOR #OF ANCHORS REQUIRED(TYPE 1 OR 2) MINIMUM EDGE DISTANCE OF 3/8 WIDTH(in) LOCATION 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. Head and Sill 2 2 2 2 2 2 2 2 6.5"MAX.FROM ALL CORNERS 24 JAMBS-16.3125"MAX.O.C. Jamb 2 3 3 3 4 4 5 5 HEAD/SILL-15"MAX.O.C. Head and Sill 3 3 $ 3 3 3 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF 36 NOTE 2. Jamb 2 3 3 3 4 4 5 5 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT Head and Sill 3 3 3 3 3 3 3 3 OPTIONAL FLANGE. 42 5.FOR INTEGRAL NAIL FIN FRAME ANCHORAGE,SEE SHEET 1&10. Jamb 2 3 3 3 4 4 5 5 48 Head and Sill 4 4 4 4 4 4 4 4 Jamb 2 3 3 3 4 4 5 5 Head and Sill 4 4 4 4 4 4 4 4 54 Jamb 2 3 3 3 4 4 5 5 Head and Sill 5 5 5 5 5 5 5 5 60 Jamb 2 3 3 3 4 4 5 5 Head and Sill 5 5 5 5 5 5 5 5 66 Jamb 2 3' 3 3 4 4 b 5 NOCoDUCTREMSED mplying wim tae Hadds (1uildingCode ,�, ,��� rlcceplauceNo�y+�,�fi Head and Sill 5 5 5 5 5 5 6 6 PacpiealiottDate mal 72 Jamb 2 3 3 3 4 4 5 5 °y Minlniadc prodnc(Co11tY Head and Sill 5 5 5 5 5 5 6 6 73 Jamb 2 3 3 3 4 4 5 5 I-YNIi ` �a ENSC '• F� s No.58705 P4 ffala. Rftt m: + ° SC 05/29115 C CHANGE MAX HEIGHT IN ANCHOR TABLEANCHOR CHARTS r n `•• cL 0. oraa Rsxsnm:. - 1070 TECHNOLOGY'DRIVE ' J.J. 10/17/11 B NO CHANGE THIS SHEET N.VENICE.FL34276 ;�C ' •ficoRla?.•';�� Rew6y: oma: R`w m; Vinyl Horiz Roller.Window,Impact-resistant '�:,SS/ ••'•• •�t•.�` J.-R. 01/10,0 A Added additlonal anchor information. NDxoMis Box 1529 z74 Si4i AoQitr �'` ower. B; «,"wa . caro: N J.R. 08112109 FL COA#29296 HR510 NTS 8 a 10 5191-2 C P: . 58705 I WO"MIN, #%SCREW,SEE I/4"MAX.SHIM-1 SHEET 8 FOR S SHEET 8FOR SPACING 112"MIN.EDGE #10 SCREW SEE SCREW, T 13/8"MIN. 1/4" REMOVEABLE MAX. 17-71 FLANGE MAX. fSHI E] SHIM 0 #10 SCREW,SEE EL SHEET 8 FOR SPACING 13/ MIN. NOTE:INSTALLATION REMOVEABLE-ATO THE SUBSTRATE FLANGE OF 1x OR 2x WOOD REMOVEABLE FLANGE--/ BUCKS TO BE 1/2"MIN.EDGE ENGINEERED 13Y JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W1 BOX FRAME OTHERS THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1 3/8"MIN.EMBED— 0.5 KSI MIN.CO'NCRETE EDGE DIST. APPROVED MASONRY OR 1.5 KSI MIN.CM A. EEE SHEET 8 1/4"MAX.SHIM . ANCHOR,S FOR SPACING EDGE DISTANCE !'4 13/8"MIN,EMBED RENIOVEABLEMAX. O FLANGE 1/4" ISHIM MAX. LlAPPROVED MASONRY SHIM ANCHOR,.SEE SHEET 8 REMOVEABLE FOR SPACING REMOVEABLE FLANGE FLANGE.. I 1-3/8"EMBED APPROVED MASONRY 3.5 KSI M4 CONCRETE OR 1.5 KSI MIM CMU ANCHOR,SEE SHEET 8 3.5 KSI MIN.CdfftRET FOR SPACING OR 1.5 KS!MIN.CMU EDGE DIST. JAMB W/BOX FRAME HEAD W1 BOX FRAME SILL W/BOX FRAME PRODUCTPWVISED as eoulplying%vIjh the Florida 13uildingCodo THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE Acceptantc No 14 1x BUCK OPTIONAL Ix BUCK OPTIONAL Ix BUCK OPTIONAL tax iration Date. NOTES: Byan-I d Product Coo, Miami ade Prod Ct Contt I FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3/16'ULTRACON,EMBEDED 13/8" MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS T'MINIMUM. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1318"MIN.. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS`IX ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112".1x WOOD BUCKS ARE OPTIONAL IF UNIT LYNN CAN SE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED,AS 2x ARE 1 1/2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD .........../Z BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FORATTACHMENT TO.ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8'THICK,THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL No.58705 BE A 410 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. SC RraDew dW. R#Vbk= 05129115 C NO CHANGE THIS SHEET 7GWZ_X _D IM TECHNOLOGY OWE INSTALLATION DETAILS-BOXIFLANGE FRAME -, J.J. 10117111 B NO CHANGE THIS SHEET N.VENICE,FL 34275in. J.R. 01/18/10 ar A Nochap gesthis sheet. P.O.BOX 1529NOKOM16,FL 34274 Whyl Horiz.Roller Window, Impact-resistant A�_ ft IIIIIII, Ry ftbowA.LYNN MILLER,P.E. J.R. 08112109 FL COA M296 HR510 1.2 9 -f 10 5191-2 C P.E.46570S 1/2"MIN.EDGE i/4"MAX.SHIM (.120")DIA.x 11/2"ROOFING NAIL, i 430"MIN EMBED �— �® SEE SHEET 1 112"MIN.EDGE FOR SPACING 0 � m o z 1 F REMOVEABLE—/j1/q 1.557 0FLANGE NOTE:INSTALLATION Cl) MAX. SHIM TO THE SUBSTRATE OF 1 x OR 2x WOOD BUCKS TO BE ENGINEERED BY (.120")DIA.x 1 112"ROOFING NAIL, OTHERS REMOVEABLE FLANGE ©® SEE SHEET 1 FOR SPACING JAMB W/NAIL FIN HEAD W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING 114" MAX. SHIM REMOVEABLE FLANGE (.120")DIA.x 1 112"NAIL, ©® SEE SHEET 1 FOR SPACING 1/2"MIN.EDGE 1.430"MIN EMBED SILL W/NAIL FIN PRODUCT REVISED os complying lvilh the Florida THRU NAIL FIN INTO WOOD FRAMING Building Code Acceplance Ito Hx iradon Date B NOTES:®0 By, adePAxtuctControl 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE (.120")DIA.x 1112" ROOFING NAIL. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR I I I l l GREATER. II JURISDICTION. X0 TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ;\���0�{ 1,.YNN,Z111e�i��� 3. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118"THICK.THE `� t�CENSC ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN No,58%05 't THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. _ IF THESE CRITERIA ARE MET,THE.RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. Si Ll: ,o ••. 7 X315•.���� Raverac Re.LMC - .. a :(�\•,. STA F Of- SCday. '0912.911.5 C CHANGED ANCHOR TO.120ROOFING NAIL INSTALLATION DETAILS-INT.FIN FRAME '•.,F(pRlpf`,•' o»d ey.. ww: RMsbne: 1070 TECHNOLOGY DRNE _ J.J• 10/17/11 B NO CHANGE THIS SHEET N.VENICE,FL 34275 Vin !Horiz. Railer Window, Impact-resistant ''��''9 DNI\�- Reroday. big­Retie .' J.R. 01/18/10 A Corrected nail length to 2-112",added dia.in decimal. P.O.eox 15zs 1 ���� t NOKOMIS,F1.34274ju-T SabM 6oda 87eet ar..rrR�. �°'' A.LYNN IAILL'.EI P.E. °'°""Or Dow G0d0d ' °"°' HReto 1:2 10 a 10 5191-2 C P.E.aSeros J.R. 08112109 FL COA 1729296