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HomeMy WebLinkAboutREVISIONSOFFICE USE ONLY: DATE FILED: al %0114 REVISION FEE:,n S,113 0 :jra,j'S 1. LOCATION/SITE ADDRESS: 2. 3. 4. 5. RECEIVED FE8.102M PERMIT# nL(- 03�� RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION A- DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: Cp A bq STATE of FLREG./CERT. #: BUSINESS NAME: QUALIMRS, NAME: ADDRESS: I -:n -, I CITY: il-M0-L A,6 PHONE (DAYTE%IE): ---sQS OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: - PHONE: 3lL4,G::l ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTTMEE): SLCCC: 9/23/09 Revised 04/26/20 10 SCANNED BY St. Lucie County LUCIE COUNTY CERT. #: STATE: FAX: fy1 K14 0 DT FAX: STATE: ZIP: FAX: oft, LIM IVA, 5-4- 2/4/2014 Florida Building Code Online RECEIVED FE6.107013 Floridoiepal' lentq BCIs Home Log In ( User Registration HLE t Topics Submit Surcharge Stats & Facts I Publications j FBC Staff I Ems Site Map �) Links Search Busines�)®PY Profess i al ,t�� wUSER baPPer Regulation Product Approval Menu > Product or ADDIICatipn Search > Application List > Application Detail 12� FL # FL11120-RB �" Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Corrxnission if necessary. Comments Archived O Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd laamath Falls, OR 97601 (541) 205-1171 garyr@jeld-wen.com Authorized Signature Gary Rollinson fbc@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. laamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201. 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/04/2013 Date Validated 10/25/2013 Date Pending FBC Approval Date Approved 10/25/2013 Summary of Products https:/AmAw.floridabuilding.org/pr/pr app df.aspx?pararri=wGEVXQvADgttaGsip3GwrcMg6Og75XH)8uvdKOO1TOPsuaaWPD16g`/`3d`/`3d 112 2/4/2014 1 Florida Building Code Online FL # Model, .:-::jer or Name Description 11120.1 Premium Atlantic Aluminum Single Hung (6100) 52 1/8" x 75" Single Glaze (5/16" PVB or SGP Lam) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11120 R8 C CAC NI011135.01-R1 Certificate Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2016 Design Pressure: +60/-60 Installation Instructions Other: FL11120 R8 II JELD0107 RevA Series6100SH.odf Verified By: Robert Amoruso, PE 49752 Created by Independent Third Party: Yes Evaluation Reports FL11120 R8 AE PER 2159 Revl JELD0107.Ddf Created by Independent Third Party: Yes 11120.2 Premium Atlantic Aluminum Single Hung (6100) 53" x 91 5/8" Single Glaze (7/16" SGP Lam) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11120 R8 C CAC NIOII135 Certificate. Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/31/2016 Design Pressure: +80/-80 Installation Instructions Other: FL11120 R8 II Impact Single Hung DP80 Installation Instructions. lidf Verified By: Robert Amoruso, PE 49752 Created by Independent Third Party: Yes Evaluation Reports FL11120 R8 AE Product Evaluation Report 2107.pdf Created by Independent Third Party: Yes 11120.3 Premium Atlantic Aluminum Single Hung (6100) 52 1/8" x 75" Single Glaze (5/16" PVB or SGP Lam) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11120 R8 C CAC NIO11335 Certificate. Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/31/2016 Design Pressure: +60/-65 Installation Instructions Other: DuPont Butacite PVB Interlayer, NOA # 11-1118.03. FL11120 R8 II NCTL 210-3827-1 FBC SS.PDF DuPont SentryGlas Interlayer, NOA # 11-0624.02. Verified By: Hermes Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL11120 R8 AE Product Evaluation Report 2284.pdf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. 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 emalls 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 dick here . Product Approval Accepts: EChcck hftps://w m.floridabuilding.org/pr/pr_app dfl.aspx?pararrl=wGEVXQv.tDgttaGsip3GwrcMg6Og75XH)BuuiKOO1TOPsuaaWPD16gg/g3dg/g3d 2/2 NOTICE G�� , PRODUCT CERTIFIC� 'ION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI011135.01-R1 08/20/2012 Structural JELD-WEN 822-1 11/12/2012 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN "Premium Atlantic Aluminum (6100)" 3737 Lakeport Boulevard Aluminum Single Hung Window Klamath Falls, OR 97601 Configuration: O/X Glazing: Laminate-1/8" Annealed Glass/0.090" PVB by DuPont/l/8"" Annealed Glass or Laminate-1/8" Annealed Glass/0.090" Sentry Plus Interlayer/l/8"" Annealed Glass Frame: W-1353mm(53.25") H-1937mm(76.25") Sash: W-1283mm(50.5") H-940mm(37") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: Report No: Expiration Date: National Certified Testing Laboratories, Inc. NCTL-210-3466-1 /210-3209-4 June 30, 2016 //00) Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 JELD-WEN PREMILMATL 4 NTIC A L UMINUM 6100 SINGLE HUNG WINDOW, LMI co m co INSTALLATIONANCHORAGE DETAILS U W GENERAL NOTES: INSTALLATION NOTES: 'O x 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE CURRENT FLORIDA BUILDING CODE 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. D- (FBC) AT THE DESIGN PRESSURE(S) STATED HEREIN. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED I.I. HEAD INSTALLATION ANCHOR MAYBE ANGLE AS NEEDED TO ALLOW INSTALLATION. SEE TEST REPORT # NCTL-210-320914, DATED 08114107, NCTL-210-3466-1, DATED 08/17/07 AND ASSOCIATED LABORATORY STAMPED DRAWINGS SHEET 3, SECTION E. -?1D WERE TESTED IN ACCORDANCE WITH CURRENT HVHZ PROTOCOLS. ' 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO EQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE BE USED FOR PRODUCT INSTALLATION. WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE IS 1/41NCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. 3. IX PT BUCKS AND 2X PT WOOD FRAMING (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1X BUCK TO CONCRETE / 4. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED MIAMI DADE IMPACT PROTECTIVE MASONRY, OR DIRECTLY INTO CONCRETE 1 MASONRY SHALL BE AS SHOWN IN "ANCHOR SYSTEM IS NOT REQUIRED. SCHEDULE' THIS SHEET. 5. MATERIALS: 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT >� W 5.1 WINDOW FRAME MATERIAL: ALUMINUM ALLOY: 6063-TS (FRAME HEAD, SILL, JAMB) LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. U j 5.2 LAMINATED GLASS INTERLAYERS: 5.2.1 CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE (NOA) FOR DUPONT SENTRYGLAS INTERLAYER 6. FOR CONCRETE BLOCK APPLICATIONS 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR Z Om 5.2.2 CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE (NOA) FOR DUPONT BUTACITE PVB INTERLAYER JOINTS. - 3 O a 6. GLASS MEETS THE REQUIREMENTS OF ASTM E130D-04el. 7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S W INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH g 7. DESIGNATIONS "X" AND "0" STAND FOR THE STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN "ANCHOR SCHEDULE" THIS FOLLOWING: X: OPERABLE PANEL AND O: FIXED PANEL SHEET. m 8. IN ACCORDANCE WITH THE CURRENT FBC, SECTION 2411.3.3.3 WOOD BUCKING SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE 8. ANCHORS SHALL BE MADE OF CORROSION RESISTANT STEEL OR TREATED WITH CORROSION m OF A DURABLE SPECIES AS DEFINED IN SECTION 2326.2. RESISTANT COATING. 9. IN ACCORDANCE WITH THE CURRENT FBC, SECTION 2003.8.4 DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING WOOD SHALL HAVE BEEN PROTECTED AS DEFINED IN SECTION 2003.8.4.2. DESIGN PRESSURE RATING (PSF) IMPACT RATING +60.01-60.0 LARGEMISSILE IMPACT TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 GENERAL & INSTALLATION. NOTES, DP CHART AND ANCHOR SCHEDULE 2 ELEVATION & ANCHOR LAYOUTS 3 VERTICAL AND HORIZONTAL SECTIONS 4 GLAZING & CORNER DETAILS 5 BILL OF MATERIALS & COMPONENTS ANCHORSCHEOULE SUBSTRATE WINDOW FRAME TYPE SIZE MANUFACTURER AND/OR EMBEDMENT (IN) (2) EDGE DISTANCE ANCHOR CAPACITIES TYPE SPECIFICATION (IN) In BASED ON THRU-FRAME MIN. 2000 PSI CONCRETE CONCRETE (FLANGE) FLAT HEAD 3/16" ITW TAPCONS"1 1-1/2" 1-118" AND COMPLIES WITH ACI 301, ACI 318 AND ACI 355 MASONRY THRU-FRAME STRENGTH (BLOCK/CMU) (FLANGE) FLATHEAD 3/16' ITW TAPCONSI'1 1" 2" CONFORMANCE TOASTM C-90, MEDIUM WEIGHT ANSI B18.6.1 THRU-FRAME (WOOD SCREW) WOOD WITH AMINIMUM WOOD (FLANGE) FLATHEAD N0.10 ASMEBl8.6.4 1-3/8" 3/4" SPECIFIC GRAVITY OF (TAPPING SCREW) 0.55. THRU-FRAME ASME B18.6.4 3 SCREW THREADS 18 GAGE, 33 KSI YIELD STEEL STUD (FLANGE) FLATHEAD N0.10 (TAPPING SCREW) EMBEDMENT PAST INSIDE 3/4" STRENGTH MIN. STEEL OF STEEL STUD'S WEB STUD NOTES: 1)ITW (ADVANCED THREADFORMTEDiNOLOGY) TAFOONS WILL BEUSED FOR CONCRETE 4SONRY NSTALLATION. 2) FOR WOOD ORTAPPNG SCREWS 8J MI U-FRAME PISTALLATIONS 14TO WOOD SUBSTRATE IF SR.TTRNG IS A CONCIRN, DR011/8" PLOT HOLE FOR NO. 10 SCREW. �O N O N OUJ = i Jo O �U ow U U)Z oQ cq ¢ ZU Z �a 9 J 0 o 1.3 W �0 H O 95 .5 1� �m �? aLLJ a! gka�3 w g 8Rjj Robert J. Amoroso, P.E. Flarida P.E. No. 49752 C 4 a o0 W g 531/4" MAX. O.A. a FRAME WIDTH o ALL CORNER <- 50 1/2" MAX. O.A. SPACING IS FROM p SASH WIDTH 6" MAX. FROM 10 5/16" MAX. INTERIOR BUCK 46 3/4" MAX. O.A. CORNERS (TYP.) O.C. (TYP.) D.L.O. WIDTH a ^o O O .. ❑ 0 37" 32 3/4" �/ / C E 4" MAX. FROM �/ 10 1116" (TYP.) 9 =N MAX. MAX. 3 3 J CORNERS (TYP.) 4" MAX. FROM o x � O.A. O.A. —� CTR. OF MEETING c o 0 SASH D.L.O. D3 Q 4" MAX. FROM Q RAILS (TYP.) w m o 76 1/4" HEIGHT HEIGHT CTR. OF MEETING Li ? „ ¢ rN a MAX. 0 RAILS (TYP.) 0 3" (TYP.) z °m N z = � � � z O.A. -- ------------ 3 a m z HEIGHT 37" 32 3/4" 00 g STEEL ME �� w w F <.d MAX MAX 3 REINFORCEMENT 3 SPACES g ~ o M11 O.A. O.A. X 4 3" (TYP.) 3" �P) X 7 1/16" MAX. m g J SASH D.L.O. A WEEP NOTCH O.C. (TYP.) Y <w HEIGHT HEIGHT 3 Al(0.5" x LEG HEIGHT) 0W 1� �ed4 3" (TYP') 4" MAX. FROM8 ELEVATION CORNERS (TYP.) ANCHOR LAYOUT —� SINGLE HUNG SINGLE HUNG FLANGE ELEVATION FLANGE INSTALLATION EXTERIOR VIEW EXTERIOR VIEW Ro6ad J. Amo '. P.E Flodda P.E.No. 49752 r- MIN. EDGE DISTANCE VARIES. SEE ANCHOR — SCHEDULE SHEET 1. 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE &, SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH• BY OTHERS PERIMETER SEALANT BY OTHERS AN FF HE 7E SEALA SUBSTF EQ EXTERIOR INSTALLATION ANCHOR VARIES. SEE ANCHOR SCHEDULE SHEET 1. SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SHEET 1. j MIN. EMBEDMENT VARIES. SEE ANCHOR SCHEDULE SHEET 1. M\1SHIM /4"MAXSHIM AS REQ'D. (SEE INSTL. NOTE 3, SHT 1) SEE DETAIL 3 INTERIOR ON SHEET 4 C VERTICAL SECTION SINGLE HUNG FLANGE INSTALLATION INSTL. NOTE 3, SHT 1) VERTICAL SECTION SINGLE HUNG FLANGE INSTALLATION MIN. EDGE DISTANCE VARIES. SEE ANCHOR SCHEDULE SHEET 1. 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT EXTERIOR FINISH - BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR z1 1B INSTALLATION ANCHOR VARIES. SEE ANCHOR SCHEDULE SHEET 1. SEE NOTE 1 THIS SHEET `SUBSTRATE VARIES. SEE ANCHOR / SCHEDULE SHEET 1. M11 SEEIN. EMBEDMENT VARIES. ANCHOR SCHEDULE SHEET I. 0 1 1/4' MAX SHIM id SHIM AS REQ'D. (SEE INSTL. NOTE 3, SHT 1) DETAIL 3 INTERIOR SHEET 4 E VERTICAL SECTION SINGLE HUNG FLANGE INSTALLATION NOTE 1: INSTALLATION ANCHOR MAY BE INSTALLED AT AN ANGLE TO ALLOW CLEARANCE OF UPPER SASH TOP RAIL SPRING LOCK WHILE OBSERVING EDGE DISTANCE REQUIREMENTS IILS SHOWN. SCREW SHALL NOT BE ALLOWED TO PENETRATE SUBSTRATE. SHIM AS REQ'D. (SEE INSTL. NOTE 3, SHT 1) INTERIOR SEE GLAZING DETAILS ON SHEET EXTERIOR JCK BY OTHERS PERIMETER SEALANT IOTE 3, SHT. 1) BY OTHERS EXTERIOR FINISH VARIES. SEE ANCHOR BY OTHERS iHEET 1. MAX. O.A. FRAME WIDTH 53 1 r 1/4" MAX. SHIM MIN. EMBEDMENT VARIES. SEE ANCHOR SCHEDULE SHEET 1. SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SHEET 1. W'z'l, r INSTALLATION ANCHOR IDS VARIES. SEE ANCHOR SCHEDULE SHEET 1. MIN. EDGE DISTANCE VARIES. SEE ANCHOR SCHEDULE SHEET 1. 1X WOOD BUCK BY OTHERS (SEE GEN. NOTE 3, SHT. 1) SEALANT BETWEEN FLANGE & SUBSTRATE W/ VULKEM 116 OR EQUIVALENT STRUCTURAL ADHESIVE SEALANT HORIZONTAL SECTION SINGLE HUNG FLANGE INSTALLATION co 4 v ft U W a 0 0 i2 0 0 LU Y m Robert J. Artw—, P.E Florida P.E. No. 49752 gG^@oIANLmGLAMINATED � UNIT CO ANNEALED GLASS, of -1r-Us��gSETGas,NT�@�R g/a2.\oINALmq LAMINATED uNTc CONSISTING of ° «,7 m ,7ANNEALED GLASS ,7 ANNEALED GLASS, 2 J q e �� x , �&17 mNEkmGLA2 g &§; �\ , y� x , § N. GLASS �Ot / IN ) \ 2) 2 z » ƒ /4i w% | I / INT. § y GLA2B�EI �O\ ` GLAZING �zIL! ® § � ƒ r GLAZING DETAIL 2 4;|§ /&{I< : aE£U §2§■! ;< § 5!| ■ M. mops s ADS R 20f /8� r� q FRAME UPPER k F §| CORNER / 2 \§z / c') § | 1 /�f::5 o R / /� § § #/ \ /| a BOTTOM NmaE | »y , • LOWER CORNER - OET1EL3 DETAIL ` . . . Robert J. __KE Florida RE No. 49752 �22yo : c EAt Z, A 4.922 -as . i STATE F z4� •! 0 R99 . 1/ Q FRAME HEAD 0.050° TYP. THK... T �2.813" 1 1.572" 0.787° - �fv _f 3Q GLAZING BEAD 6063-T6 ALUMINUM 0.050° TYP. THK ��Q � 0.752° 0.080" If 4 O2 FRAME SILL 6063-T5ALUMINUM 0.060" TYP. THK. 2.813"--1 2.200" 0.792" BILL OF MATERIALS ITEM# PART# DESCRIPTION MATERIAL MANUFACTURER 1 11395 FRAME HEAD ALUMINUM 6063-T5 INDALEX/EXTRUDERS 2 11344 FRAME SILL ALUMINUM6063•T5 INDALEX/EXTRUDERS 3 601GLB GLAZING BEAD ALUMINUM6063-T6 INDALEX/EXTRUDERS 4 601VSI PULL RAIL FOR TOP SASH / LIFT RAIL FOR BOTTOM SASH ALUMINUM 6063-T6 INDALEX / EXTRUDERS 5 60ITVI TOP SASH INTERLOCK ALUMINUM 6063•T6 INDALEX / EXTRUDERS 6 60IBVI BOTTOM SASH INTERLOCK ALUMINUM 6063•T6 INDALEX / EXTRUDERS 7 11343 FRAMEJAMB ALUMINUM6063-T5 INDALEX/EXTRUDERS 8 60IVJS SASH JAMB STILE ALUMINUM 6063-T6 INDALEX / EXTRUDERS 9 - PILE WEATHER STRIP VINYL / WOOLPILE - 10 DOW CORNING 995 SILICONE SILICONE DOW CORNING 4O PULL RAIL I LIff RAIL 6063-T6 ALUMINUM 0.050" TYP. THK. -� 1.756" T 2.325" 130" 1. 0.937"--� �-- 11 601GLVB VINYL WEDGE DUROMETER=75 VINYL - 12 GLASS SEE GLAZING DETAILS ON SHEET4 GLASS 13 CRS STEEL REINFORCEMENT, (1/2° X 5/8" X FULL LENGTH) STEEL, ASTM A-36 14 - ALUMINUM SPRING LOCK (2 EACH AT HEAD & SILL) ALUMINUM - 15 - FIBERGLASS MESH SCREEN FIBERGLASS 16 - METALLIC CAM LOCK 2 -10" FROM EACH END OF MEETING RAIL DIE-CAST METAL 17 64SHBKT FIXED SASH BRACKET ALUMINUM INDALEX / EXTRUDERS 18 3/16° ITW TAPCON (SEE SHEET 1) STEEL ITW 19 - BULB VINYL WEATHERSTRIP VINYL 20 - #8 X 5/8" P.P.H. S.M.S. STEEL 21 - #10 PAN HEAD WOOD OR TAPPING SCREW (SEE SHEET 1) STEEL 22 - SCREEN FRAME ALUMINUM - 23 - HOLLOW VINYL SCREEN SPLINE VINYL sO TOP SASH © BOTTOM SASH O FRAME JAMB INTERLOCK INTERLOCK 6063-T5 ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 0.050" TYP. THK. 0.050" TYP. THK 0.050" IITY__P. THK �.2 773" +� 1.199° � � 0.937" 2.005" T 1i 2" 2.005° 1.112° L f t 1.199° --� 2.257° --_1 1- 0.937" -,DSASH JAMB STILE 11 VINYL WEDGE 13 REINFORCEMENT 6063-T6 ALUMINUM VINYL ASTM A-36 STEEL 0.045" TYP. THK. 0.050" TYP. THK. 0.937°-1 �m�0.625" jJT 0.501.725" 0.408' i 2a BALANCE GUIDE zs TAKE OUT CLIP 3z SASH DUST COVER VINYL STEEL ALUMINUM 0.149" TYP. THK. ` 7 0.050" TYP. THK. 25 - #8 X 2" PAN HEAD S.M.S. STEEL - 26 64SSTOP SASH STOP NOT SHOWN -1/JAMB VINYL - 27 64SCAM SASH CAM ALUMINUM - 28 64BG BALANCE GUIDE VINYL - 29 - BALANCE TAKE OUT CLIP STEEL - 30 64GASK-1,2 FRAME HEAD GASKET FOAM - 31 64GASK-3,4 FRAME SILL GASKET FOAM - 32 - I SASH DUST COVER ALUMINUM - 1a SPRING LOCK 16 SASH LOCK (7 FIXED SASH 27 SASH CAM ALUMINUM DIE CAST METAL BRACKET ALUMINUM oNnr ALUMINUM 0.063" TYP. THK. 0.765° 0.070" TYP. THK El 1.203° ).826" L 'LYCL / Q765' 0.68T' 1.013' �1(� 0621- r 3o FRAME HEAD GASKET 31 FRAME SILL GASKET zs SASH STOP FOAM FOAM VINYL 0.060" TYP. THK 0.060" TYP. THK 0.080" TYP. THK. 0.575" 3.0 1.567" 2.803" ° � Ev 1.048° - 0.715" -�1 1. 1.602° � 2.7 2.734" ❑ zno §Fm- y W cz mOi,2�' y o s ¢ no wmin 30�_l¢ �a=¢Ir W uj 0111 �E ! -, ¢ 5 Z. 0 z m((a �0 nY m ¢� �PLL 2 m qa wca� 'L Ro6eA J. Amo'u.o, P.E. Florida P.E No. 49752 Product Evaluation Report Date: September 25, 2013 Report #: 2159 Report Revision No.: 1 Project #: 413-0804 Product Mfg.: Jeld-Wen Inc. 3737 Lakeport Boulevard Klamath Falls, OR 97601 Product Description: Premium Atlantic Aluminum 6100 Single Hung Window — Large Missile Impact Product Category: Windows Product Sub -Category: Single Hung Compliance Method: Product Approval Rule 61G20-3.005(1)(a) — Certification Mark or Listing Prepared By: Robert J. Amoruso, P.E. Florida P.E. No. 49752 PTC Product Design Group, LLC, PO Box 520775, Longwood, FL 32752-0775 Florida C of A No. 25935 CERTIFICATE OF INDEPENDENCE PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. '4111111101f® �hi ES 4 ®•••••woe• 40 49752.lp u e STATE OFI'D m tCt ;; � �® 'pa'rrlloIIr`��� PTC Product Design Group, LLC Project No. 413-0804 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2159, Rev.1 Page 1 of 4 FBPE Certification of Authorization No. 25935 SCOPE Evaluate Jeld-Wen Inc. Premium Atlantic Aluminum 6100 Single Hung Window — Large Missile Impact for conformance to the 2010 Florida Building Code — Building and Residential Volumes including the High Velocity Hurricane Zone (HVHZ). The engineering analysis (Reference 3.a) determines the anchorage of the product to the supporting substrate and the product evaluation report (this document) summarizes 2010 FBC compliance verification and appropriate Limitations and Conditions of Use. DESCRIPTION OF PRODUCT - INSTALLATION REQUIREMENTS See Reference 1 for a description of the product, its installation and other pertinent data related to its approved use. CODE CONFORMANCE This product is designed to comply with the 2010 Florida Building Code (FBC) requirements including the High Velocity Hurricane Zone (HVHZ). The 2010 Florida Building Code (FBC) and 2010 Florida Residential Code (FRC) requirements specific to this product that have been met by testing (Reference 2), engineering evaluation (Reference 3.a) and depicted on the installation drawings (Reference 1) are the following. 2010 Florida Building Code (FBC), Building Volume 0 1609.1.2 Protection of Openings 0 1626 High Velocity Hurricane Zones - Impact Tests for Wind -Borne Debris 0 1715.5.2 Exterior windows, sliding and patio glass doors 0 1715.5.4 Anchorage methods o 2411.3 Doors and Operative Windows in Exterior Walls - HVHZ 2010 Florida Building Code (FBC), Residential volume o R301.2.1.2 Protection of Openings o R4403.16 High Velocity Hurricane Zones -Impact Tests for Wind -Borne Debris o R612.6 Exterior windows, sliding and patio glass doors o R612.10 Anchorage methods o R4410.2.3 Doors and Operative Windows in Exterior Walls — HVHZ Laminated glazing interlayer material requirements meet the 2010 FBC in accordance with Miami -Dade Notice of Acceptance No.11-0624.02 (Reference 5.a) for DuPont SentryGlas and Miami -Dade Notice of Acceptance No. 11-1118.03 (Reference 5.b) for DuPont PVB interlayers. PTC Product Design Group, LLC P.O. Box 520775 — Longwood, Florida 37252 Phone:321-690-1788 Fax:321-690-1789 FBPE Certification of Authorization No. 25935 Project No. 413-0804 Robert J. Amoruso, P.E. Product Evaluation Report FL No 49752 No. 2159, Rev. 1 Page 2 of 4 AFMIFN 41LW LIMITATIONS AND CONDITIONS OF USE This product evaluation contains or makes reference to specifications, technical details and installation details and/or methods that pertain to the proper use and/or installation of the product specified herein. Specific limitations and conditions of its use including but not limited to the following are contained in Reference 1 and are the subject of Product Approval in accordance with the State of Florida Product Approval Rule 61G20-3. Design Pressure Rating (psf) • Installation restrictions. Installation substrate requirements. . Product description. Installation anchor requirements. . Product components. QUALITY ASSURANCE This product is manufactured under a quality assurance program audited by an approved Certification and Quality Assurance Entity National Accreditation & Management Institute (NAMI) as required in Rule 61G20- 3.005(3). See FBC Organization No. CER1773 and QUA1789 for approval under Rule 61G20-3. APPLICATIONS/INSTALLATIONS OUTSIDE THE LIMITATIONS AND CONDITIONS OF USE Rule 61G20-3.005(1)(e) states "Rational engineering analysis cannot be used in lieu of a standard test required by the Code for approval of products within the scope of the standard, except that project specific approval by the local authorities having jurisdiction in accordance with alternate methods and materials authorized in the Code." Any modification to this product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. As allowed in Rule 61G20- 3.005(1)(e), a project specific approval by the local authorities having jurisdiction may be used given an appropriate rational analysis is conducted and deemed acceptable to the local authorities having jurisdiction. PERFORMANCE AND TESTING STANDARDS Reference 2 conducted testing to the following standard(s). See Reference 3.b for Equivalency Evaluation of test procedures to the 2010 FBC/FRC. 1. TAS201-94, Impact Test Procedures. 2. TAS202-94, Criteria for Testing Impact & Non -Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. 3. TAS203-94, Criteria for Testing Products Subjected to Cyclic Wind Pressure Loading. PTC Product Design Group, LLC Project No. 413-0804 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2159, Rev. 1 Page 3 of 4 FBPE Certification of Authorization No. 25935 Bmprff ALW REFERENCES & SUPPORTING DOCUMENTS 1. Drawings: a. JELD0107, Rev. A, dated September 25, 2013, signed and sealed by Robert J. Amoruso, Jeld-Wen Inc. Premium Atlantic Aluminum 6100 Single Hung Window — Large Missile Impact — Installation Anchorage Details. 2. Test Reports by National Certified Testing Laboratories: a. NCTL-210-3209-4, dated August 14, 2007 b. NCTL-210-3466-1, dated August 17, 2007 3. Reports: a. PTC Report No. 2158, Rev. 1, Anchorage Engineering, for Jeld-Wen Inc. Premium Atlantic Aluminum 6100 Single Hung Window and 6400 Double Hung Window — Large Missile Impact, dated September 25, 2013, signed and sealed by Robert J. Amoruso. b. PTC Report No. 2159-EER, Rev. 1, Equivalency Evaluation to the 2010 FBC for Jeld-Wen Inc. Premium Atlantic Aluminum 6100 Single Hung Window — Large Missile Impact, dated September 25, 2013, signed and sealed by Robert J. Amoruso. 4. Florida Building Code: a. 2010 Florida Building Code (FBC), Building Volume i. 1609.1.2 Protection of Openings ii. 1626 High Velocity Hurricane Zones - Impact Tests for Wind -Borne Debris iii. 1715.5.2 Exterior windows, sliding and patio glass doors iv. 1715.5.4 Anchorage methods v. 2411.3 Doors and Operative Windows in Exterior Walls — HVHZ b. 2010 Florida Building Code (FBC), Residential volume i. R301.2.1.2 Protection of Openings ii. R4403.16 High Velocity Hurricane Zones - Impact Tests for Wind -Borne Debris iii. R612.6 Exterior windows, sliding and patio glass doors iv.. R612.10 Anchorage methods v. R4410.2.3 Doors and Operative Windows in Exterior Walls — HVHZ 5. Material Certifications a. DuPont SentryGlas® Interlayer, Miami -Dade Notice of Acceptance No. 11-0624.02. b. DuPont Butacite PVB Interlayer, Miami -Dade Notice of Acceptance No. 11-1118.03. PTC Product Design Group, LLC Project No. 413-0804 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2159, Rev. 1 Page 4 of 4 FBPE Certification of Authorization No. 25935