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HomeMy WebLinkAboutProduct Approval BCIS Home ( Log In User Registration Hot Topic Submit Surcharge i Stats&Facts Publications FBC Sta f I BCIS Site Map Unks i Search Product Approval r USER:Public User . dUi Pr I duct Approval Menu>Product or Application Search>Application List>Application Detail # FL1409 - Abplication Type Revi Code version 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 C Product Manufacturer ]ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com I Technical Representative ]ELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category DHu.g Subcategory Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management In 'tute validated By National Accreditation&Management In titute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 I Equivalence of Product Standards Certified By I 'Product Approval Method Method 1 Option A Date Submitted 02/13/2017 Date Validated 02/14/2017 Date Pending FBC Approval Date Approved 02/15/2017 Summary of Products FL# Model,Number or Name Description 14095.1 Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(5/16 in PVB or SGP Lam-1/8 out Anneale J) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 8 C CAC N1011567 04-R3. df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2025 Design Pressure:+65/-70 Installation Instructions ,Other:Laminated glazing interlayer material requirements FL14095 R8 11 FL14095 R5 II DP65- meet the current edition of the FBC in accordance with 70 36x72 Im act Installatior Instructions. df Miami-Dade NOA for DuPont SentryGlas and DuPont PVB FL14095 R8 11 N101156 .04 R2 Dw s 02 72016. df interlayers.White ridged PVC exterior extrusion Verified By: Hermes Norero,PE 73778 requirements meet the current edition of the FBC in Created by Independent Thin: Party:Yes accordance with Miami-Dade NOA.IG back bedded with Dow Evaluation Reports 995. EL14095 R8 AE PER3094.gd Created by Independent Thin: Party:Yes 14095.2 Premium Atlantic Vinyl Single Hung(8100)36"x 72" nsulated Glass(1/8 in-1/8 out Annealed) Limits of Use Certification Agency Ceirt iFLate !Approved for use in HVHZ:Yes FL14095 R8 C CAC N10115 08-Rl. df 'Approved for use outside HVHZ:Yes FL14095 R8 C CAC N10115 9-RI. df Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+65/-70 04/30/2025 Other:White ridged PVC exterior extrusion requirements Installation Instructions meet the current edition of the FBC in accordance with FL14095 R8 11 36x72 DP65 70 Installation.odf Miami-Dade NOA.IG back bedded with Dow 995. FL14095 R8 11 36x72 DP65 70 Throuoh Frame Wood In tallation.PDF Verified By: Hermes Norero,PE 73778 Created by Independent Thirc Party:Yes Evaluation Reports FL14095 R8 AE PER3092. d Created by Independent Thirc Party:Yes 14095.3 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 5"Insulated Glass(3/16 in- 3/16 out Annealed) ;Limits of Use Certification Agency Certifi ate Approved for use in HVHZ:Yes FL140 S R8'C CAC N10115 7 6- 1. df j Approved for use outside HVHZ:Yes FL14095 R8 C CAC N101 15 6 7 7-RI. df Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+65/-70 04/30/2025 Other:White ridged PVC exterior extrusion requirements Installation Instructions meet the current edition of the FBC in accordance with FL14095 R8 II 52.125x75 P65-70 Installation.odf 'Miami-Dade NOA.IG back bedded with Dow 995.Windows FL14095 R8 II 52.125x75 P65- with insulated glass wider than 36"require setting blocks. 70 Through Frame Wood In tallation.PDF Verified By: Hermes Norero, E 73778 Created by Independent Thir Party:Yes Evaluation Reports FL14095 R8 AE PER3093 Created by Independent Thir Party:Yes i 14095.4 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 5"Insulated Glass(5/16 in PVB or SGP Lam-1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use inH Z:Yes FL14095 R8 C CAC N10115 7 2-R2. Approved for u ide VHZ:Yes Quality Assurance ContractExpiration Date Impact Resists t:Yes 04/30/2025 Design Pressui :+50/-60 Installation Instructions Other:Laminated erlayer material requirements FL14095 R8 II FL14095 R5 11 DP50- meet the current edition of the FBC in accordance with 60 52 125x75 impact 52 125x75 Impact In��li tion Instructions odition Instructions odf Miami-Dade NOA for DuPont SentryGlas and DuPont PVB FLi 0 5 R8 II N1011567 0 R1 Dw s 217201 df interlayers.White ridged PVC exterior extrusion Verified By: Hermes Norero,F E 73778 requirements meet the current edition of the FBC in Created by Independent Thirc Party:Yes accordance with Miami-Dade NOA.IG back bedded with Dow Evaluation Reports 995.Windows with insulated glass wider than 36"require FL14095 R8 AE PER3091.pff setting blocks. Created by Independent Thirc Party:Yes 14095.5 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 5"Insulated Glass(5/16 in SGP Lam-3/16 out Annealed:, Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R8 C CAC N10115 i7 01-R1. d Approved for use outside HVHZ:Yes FL14095 R8 C CAC NIO115 7-R1. df I . .... ._................................_.... ._........._..................._ TMcJAMS ...... ._..._....,..... ......._..rno�MAX ..............._... ... ........ '.._._._....-.................. OREDGET21 .. ...........__.... ........ MASONRY INSTALLATION 12- 4'. �AASONAY ,t Z BLOCK ; , l d I ( ' a l l/a"MIN. i ! 10.0'O.C. 3 EMBEDMENT MAx.TMRU b'. JAMB I i 11/4'MIN, I EMBEDMENT SKIM SPAS i 1/4"MAX a ; SHIM SPACE I I 2mm IR DISTANCE ED E:22" . FO4 'a t 2' I i ;i zmm O - I � � 3mm 3mm �- GLA55 SITE 13.mm i ji MASONRY BLOCK � i • li � I i t � JAMB SECTION(TYP) GLAZING DETAIL I HORIZONTAL SECTION FRAME SECTION OYP) VERTICAL SECTION 6gv j l 1/4'MAX j I I SHIM SPACE I ' ..............................__.._....__.._............._.,._____.__......_._...._.....__................._._......._......_...._._...._. ..__.__..... 4.e•MAIL � A r ......... FROM p Iva'MIN. COMERS 9a JEMBEoMENT I PREMIUM ATLANTIC VINYL SH WINDOW MASONRY ' Max Frame I DP RATING IMPACT ROCK WINDOW VADTH(ex Ile MAX.) 52 1/8 x 75 +50/-60 YES TYPICAL ELEVATION WITH FASTENER SPACING MIN.DISTANCE FOR EDGE: LARGE MISSILE IMPACT ! j Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use 3/16"ITW Tapcon or equivalent fasteners through frame with sufficient length to penetrate a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida minimum of 11/4"into concrete or masonry at each location with a 21/2"min from edge distance.For Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. concrete (min.fc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2• All glazing shall conform to ASTM E1300. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing is 3mm annealed-11 mm airspace-3mm annealed-2mm PVB Interlayer by to the structure. The host structure is the responsibility of the architect or engineer of record for the DuPont-3mm annealed. project of installation. 4. Use structural or composite shims where required. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does `�ti �� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd not address he sealingconsideration that may arise in different wall .• -t�-- -- -- -— -08/-13'/2014 -- - - p - y ,� 'A ''i jEL]I)VEN Klamath Falls, ep t Blvd conditions. For the complete installation procedure,see the instructions : O D Vezo scams. NTS Phone: (541)882-3451 packaged with the window or go to W 7 t w. "`" r CHECKED BY: TITLE: www.jeld-wen.com/resourcesfinstallation. J. Kantola -o T i' 4a; APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window DISCLAIMER: Lt► : -- This drawing and its contents are confidential and are not to be �00� 0,� "• Q:•"• ��� PART P O D reproduced or copied in whole or in part or used or disclosed to others �i� P1 x� 9 except as authorized b JELD-WEN Inc. 398 E to 998 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET p y n NCTI-210-3874- -FBC 00 2 OF 3 BCIS Home Log In ( User Registration i Hot Topic Submit Surcharge i Stats&Facts i Publications FBC Sta BCIS Site Map Links search Rt� Product Approval USER:Public User armttmp product Anproval Menu>Product or Application Search>ApplicaUop List>Application Detail 1`1# L16000-R2 Application Type Revision Code Version 01 I Application Status d i *Approvec by DBPR.Approvals by DBPR shall be reviewed and ratified by the PO and/or the Commission if ne essary. Comments I Archived Product Manufacturer Pella Corp ration Address/Phone/Email 102 Main t. Pella,IA 5 3219 (641)621 6096 pellaprodL ctapproval@pelia.com Authorized Signature Jon Hoogh ind jshoog Ian(@pella.corn Technical Representative Joseph Ha den Address/Phone/Email 102 MainStreet Pella,IA 219 (641)621 6096 jahayden pella.com Quality Assurance Representative Pat Bortsc ieller Address/Phone/Email 102 Main treet Pella,IA 5 3219 (641)621 1000 PJq2rtscJu 04r@pella.com Category L1,dSubcategory g Compliance Method Certificatio in Mark or Listing Certification Agency Window ai id Door Manufacturers Associa ion Validated By Charles A Pagen P.E.,Ph.D.Fenestration Technology Lj Valida ion Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standa I Year AAMA/W MA/CSA 101/I.S.2/A440 2008 ASTM E-1 886 2005 ASTM E-1 996 2009 Equivalence of Product Standards Certified By Product Approval Method Method 1 Dption A Date Submitted 04/02/20 5 Date Validated 04/05/20 5 Date Pending FBC Approval Date Approved 04/06/20 5 summary of Products i FL Model,Number or Name Description 16000.1 350 Series HurricaneShield Vinyl 52.25"x 77.25"; Unequal Venk Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16000 R2 C CAC 411-H- 42 -03-04. df Approved for u : e VHZ:Yes FL16000 R2 C CAC 411-H- 4- 5 37 f Impact Resi nt:Yes Quality Assurance Contrarl Expiration Date Design Press re:+60/-65 06/12/2020 Other: 1)Rate up to Miss! ,Windzone 4; 2)Conforms to Installation Instructions ASTM E1300-09; a ype shall be Fin,3-channel,4.5" FL16000 R2 II PELL0030 R vl SH FBC.PDF Block,or Flange;4)Largest Splits shall be:Vent Equal 52.25 Verified By: Robert J.Amoru o 49752 x 65.5,Vent Contemporary,52.2 5 x75,Vent Cottage 52.25 Created by Independent Thirc Party:Yes z 55.375 Evaluation Reports FL16000 R2 AE PER 2133 evi PellaSeries35OSH ss. df Created by Independent Thir( Party:Yes 16000.2 350 Series HurricaneShield Vinyl 44"x 78"Vent Equal Single Hung Window Limits of Use Certification Agency Certificate1 (Approved for use in HVHZ:No FL16000 R2 C CAC 411-H-1424-08-09� ,Approved for use outside HVHZ:Yes FLl R2 AC 41 - - 4- 8-3 Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+60/-65 06/13/2020 Other: 1)Rated up to Missile D,Windzone 4; 2)Conforms to Installation instructions ASTM E1300-09; 3)Frame Type shall be Fin,J-channel,4.5" FL16000 R2 11 PELL0030 Rqvl SH FBC.PDF Block,or Flange;4)Largest Vent Contemporary or Vent Verified By: Robert J.Amoru 49752 Cottage shall be 44"x 65.75" Created by Independent Thirc Party:Yes Evaluation Reports FL16000 R2 AE PER 2133 Revl PellaSeries350SH ss. df Created by Independent Thirc Party:Yes 1 16000.3 350 Series HurricaneShield Vinyl 41"x 84"Vent Equal Single Hung Window I Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16000 R2 C CAC 411-114424-11-14.0f I Approved for use outside HVHZ:Yes FL16000 R2 C CAC 411-H-1 424-42-43. df Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+60/-65 06/13/2020 Other:1)Rated up to Missile D,Windzone 4; 2)Conforms to Installation Instructions ASTM E1300-09; 3)Frame Type shall be Fn,J-channel,4.5" FL16000 R2 II PELL0030 R v1 SH FBC.PDF Block,or Flange;4)Largest Vent Contemporary or Vent Verified By: Robert J.Amorus)49752 Cottage shall be 41"x 70.75" Created by Independent Third Party:Yes Evaluation Reports FL16000 R2 AE PER 213 evi PellaSeries350SH ss. df Created by Independent Third Party:Yes 't�16:000;A �35ejries HurricaneShield Vinyl 6"x 71.5"Vent Equal ung Window mitsof Use ertification Agency Certifi ate pproved for use inNo FL16000 R2 C CAC 411-H- 24-18-19.odf Approved for u u de H HZ:Yes FL16000 R2 C CAC 411-H-11424-40-41.odf Impact Resist.nt:Yes Quality Assurance Contract Expiration Date Design Pressur •+80/-85 06/13/2020 'Other:1)Rated up to Issile D,Windzone 4;2)Conforms to Installation Instructions ASTM E1300-09;3)Frame Type shall be Fn,]-channel,4.5" FL16000 R2 II PELL0030 R v1 SH FBC.PDF Block,or Flange;4)Largest Vent Contemporary or Vent Verified By: Robert J.Amoruso 49752 Cottage shall be 36"x 60.375" Created by Independent Thir Party:Yes Evaluation Reports FL16000 R2 AE PER 2133 evl Pella eri s350SH ss.pd Created by Independent Thirdl Party:Yes I Bad] PER Contact Us::2601 Blair Stone Road,Taliz h ssee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyrfoht 2007-2013 State of ItAij.::Privacy Statement::Accessibili V statement::Refund statement Under Florida law,email addresses are public records.If you do not want your e-m 1 address released in response to a pub[c-records request,do not send electronic PELLA CORPORATIONco SERIES 350 4-1/2" VINYL SINGLE HUNG WINDOW - IMPACT co INSTALLATION ANCHORAGE DETAILS W GENERAL NOTES: INSTALLATION NOTES: fL j F 1.THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE CURRENT EDITION OF THE FLORIDA BUILDING CODE- 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT BUILDING AND RESIDENTIAL VOLUMES TO THE DESIGN PRESSURE(S)STATED HEREIN IN ACCORDANCE WITH THE FOLLOWING EVALUATION DOCUMENT,ANCHOR@FDM1"ENT AND EDGE DIF,_€XCLUDE WALL FINISHES - -PERFORMANeE-&TANDARDS. INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER AND SIDING. 1.1. AAMAIWDMAICSA101/I.8.2/A440-08. ��n 1.2. ASTM E1888-05. 2.SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR, ,b L c 1.3. ASTM E1998-09 TO WIND ZONE 4,MISSILE LEVEL D. AND/OR MANUFACTURER'S ANCHOR SPECIFICATIONS,INCLUDING MINIMUM NOMINAL SIZE, a� c rn 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT AND ASSOCIATED MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE DISTANCES. LLO 2.1. LABORATORY STAMPED DRAWINGS AS CERTIFIED BY WDMA AND DOCUMENTED IN THEIR HALLMARK CERTIFICATE OF U.EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF �+U. CONFORMANCE �o. CONFORMANCE AND LICENSE(CCL). STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION p 0LUo 3.THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ). PRODUCT. Z�., 2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE Z L7 F 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X FRAMING AND METAL FRAMING SUBSTRATES ASA RESISTING SYSTEM SUBSTRATE. OF Z°8 MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE F ltl =w ¢ v7 ¢ FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS 3. SEE SHEETS 5,8 and 7 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. 2 m o Gj 1, z THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. 4.ONE(i)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. a 0 g Z Z 6SI6Nfi&AN9ANGH9REB>r9-PR6PERL-WTRAN6PER-A6EL•9AD8-TO-THc STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR S.THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE(ED)AND v g F ER_ REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. THE MAXIMUM ON CENTER(O.C.)SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH THE tu a S TABLES ON SHEET 3. END DISTANCES AND O.C.SPACINGS LESS THAN THAT SHOWN IN THE uj 6.WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THIS PRODUCT DOES NOTTABLES ON SHEET 3 ARE ACCEPTABLE 'J�j REQUIRE USE OF AN IMPACT PROTECTIVE SYSTEM. S.I. SEE ADDITIONAL NOTES ON SHEET 3. 7.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING 6.MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR Ln F , I ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. GREATER OCCURS. SHIM(S)SHALL BE CONSTRUCTED OF WOOD COMPOSITE,HIGH DENSITY "^O PLASTIC OR SIMILAR LOAD BEARING MATERIAL. z 8.BOUNDING BOX DIMENSIONS FOR GEOMETRIC FIXED WINDOW SHAPES MUST BE EQUAL TO OR LESS THAN RECTANGULAR DIMENSIONS SHOWN HEREIN. 6.1. FOR BLOCK,FIN&FLANGE FRAME INSTALLATIONS,SHIM AS REQUIRED AT EACH to 8. 9.WINDOW FRAME MATERIAL:VINYL(PVC) INSTALLATION ANCHOR. z # 9 7.FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 10. GLASS MEETS THE REQUIREMENTS OF ASTM E130(W9a. JOINTS. 11. DESIGNATIONS"X"AND"0"STAND FOR THE FOLLOWING(AS APPLICABLE): B.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 11.1.X:OPERABLE LITE,SASH OR PANEL MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 11.2.0:FIXED LITE,SASH OR PANEL SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE 12. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR ON THE PRODUCTS CERTIFICATION SHALL INSTALLATION ANCHOR SCHEDULE ON SHEET 2. CONTROL FOR THE INSTALLED WINDOWASSEMBLY. 13. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY.WATERPROOFING OF THE INSTALLED WINDOW IS NOT PART OF THIS INSTALLATION CERTIFICATION.THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER AND/OR THE Robert J.Amomso,P.E INSTALLER. TABLE OF CONTENTS FloAoe P.E No.48752 SHEET SHEET DESCRIPTION 1 GENERAL NOTES,INSTALLATION NOTES&TABLE OF ��,`�pN4ES.4 CONTENTS ,�0 •`GEfYs•�U9�Io, 2 ANCHOR SCHEDULE • •GAG+M -3 --- INSTALLATION REQUIREMENTS-AND DP CHART- 4 HART 4 ELEVATION&ANCHOR LAYOUTS SEE SHEET 3 FOR DESIGN 5-7 INSTALLATION SECTIONS 8 BILL OF MATERIALS AND GLAZING DETAIL tl'i��•% S;+•��o PRESSURES. a,`�s•c;° ��.•���°� 9 COMPONENT SECTIONS �t�f1i4i19��� a � NOTES: INSTALLATION ANCHOR SCHEDULE 1O a 1. THIS TABLE LISTS APPROVED ANCHOR SPECIFICATIONS on BASED ON THE INSTALLATION TYPE AND SUBSTRATE. W� W � CL �F m a A- 0 5Qa `V e m a o 0 0 Z 0 Z W o _ a a F a au� rd iWLoxZ 0:a—g Ztq(1' - V W}0 C� W lu z �q 6 iV a "q dLLJ < Ln g Robert J.Amoruso.RE FIo44a P.E.No.48752 swom is :� STATE OIF .•Itr�: o�io ,,gyp.. ��is a � o � a L6 # W� NJ O N R ¢W ix a o �a g 0 l7 O Z =2 a N a QQ KWNdZ ¢ i a. R m awg w ��? z b y Lu \0 a5 Ln q�9 MF.. 1� Ln Robert J.Amoroso,P.E. Flodde P.E.No.49752 ♦� (JP... R Bio 0 •'�6E 1115''�� NOTES: 4Np 49752••*- SERIES 350 SINGLE HUNG WINDOW INSTALLATION REQUIREMENTS Dt c 1. THIS TABLE LISTS THE FOLLOWING INFORMATION. 1.5. MAXIMUM WINDOW SIZES(W x H)TESTED WITH A SELECTION OF 3) )j6 1.1. DESIGN PRESSURE(PSF). DOWNSIZED WINDOW SIZES(W x H)AVAILABLE(SEE NOTE 3). 1.2. END DISTANCE(ED)OF ANCHORS AT FRAME ENDS AS DIMENSIONED ON ELEVATION DRAWINGS. 2. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON ANCHOR STATE OF t��` 1.3. MAXIMUM O.C.(ON CENTER)SPACING FOR ANCHORS BETWEEN THE FRAME END ANCHORS SPACING USED IN TESTING OR REQUIRED BY LOADING AT DESIGN PRESSURE. o�.p yR� 17�'•��e� DIMENSIONED ON ELEVATION DRAWINGS. 3. FOR WINDOW SIZES SMALLER THAN THOSE SHOWN,ANCHOR QUANTITIES oo�l�;s`S. R .• (3��'d 1.4. QUANTITY OF ANCHORS BASED ON MEETING THE O.C.SPACING REQUIREMENTS. CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND O.C.SPACING .,�,0NA%f�o��. REQUIREMENTS. on MAX. UNIT WIDTH SEE TABLE SHEET 3 INSTALLATION ANCHOR s" MAX. s" MAX. SEE TABLE SHEET 2 W °s FOR SCHEDULE AND AND & �w A TABLE SHEET 3 FOR MAX. zi 9 O.C. SPACING. _ 6" MAX. a N g O u- o Boa E 5 6 z's 9FW�'=Za C p z o co:5 _ to . al 7i MAX. UNIT W br'a 50 IL m2nm. HEIGHT SEE TABLE SHEET 3 0 2 Ln M Ln i f 6" MAX. Robert J.Amofuso,P.E. Florida P.E.No.49752 `,wssIllllpi�,"'' SERIES"350 VINYL SINGLE HUNG WINDOW ••� JAMESq,�.,, 0 - EXTERIOR VIEW- —-- --- ---- - -- - = __ 497 �* e FLANGE AND FIN FRAMES ALSO APP BOX FRAME SHOWN, STATEIof MIN. EDGE DIST. m N a SUBSTRATE VARIES. INSTALLATION ANCHOR VARIES. SEE ANCHOR INSTALLATION ANCHOR MIN. EDGE DIST. SEE ANCHOR SCHEDLE UVARIES. SEE ANCHOR SCHEDULE SHEET 2 SUBSTRATE VARIES. VARIES. SEE ANCHOR VARIES. SEE ANCHOR SHEEP 2 SCHEDULE SHEET 2 SEE ANCHOR SA i CHEDULE SCHEDULE SHEET 2 SCHEDULE SHEET 2 7-7 _L) APPLY EXTERIOR U R c MIN. EMBED. SEALANT ACCORDING MIN. EMBED. n qq a APPLY EXTERIOR VARIES. SEE ANCHOR TO MANUFACTURER'S VARIES. SEE ANCHOR 0 Q w SEALANT SCHEDULE INSTRUCTION SCHEDULE c w ACCORDING TO SHEET 2 � 2 ° a MANUFACTURER'S INSTRUCTION �P ° --— a - - n 1�4—MAX— a 1/d"- � SHIM SHIM INSTALLATION CLIP O D INSTALLATION CLIP ¢ 2 APPLY INTERIOR 2 APPLY INTERIOR f $ LL 2 D D SEALANT ACCORDING TO o SEALANT ACCORDING TO d EXTERIOR Q MANUFACTURER'S INSTRUCTION EXTERIOR MANUFACTURER'S INSTRUCTION 0 a (2) #8 x 1/2" TAPPING SCREWS PER (2) #8 x 1/2" TAPPING SCREWS z W 3 14 CLIP THROUGH CLIP HOLES 14 1 PER CLIP THROUGH CLIP HOLES zz 17 INTERIOR SEE GLAZING 0 INTERIOR 0 z 8 SEE GLAZING O DETAIL SHEET 8 F L m=w ..a N a DETAIL SHEET 8 g STALLATION CROSS SECTION B NSTALLATION CROSS SECTION o w-Id z 9 R .z FIN FRAMB,MIP INSTALLATION a W C7 CI BOX FRAME,CLIP INSTALLATION S 5 z F o 5 HEAD SHO-WN,SB L.ANDJAMB.SIMB.AR — tF -- ---— --"'HBAD-SHOW N,SH:L AND-17kMB-SIIv1IL'AR 0 LLU 51Z LI z �a IL A MIN. EDGE DIST. M Ln 1 � SUBSTRATE VARIES. INSTALLATION ANCHOR VARIES. SEE ANCHOR SEE ANCHOR SCHEDULE VARIES. SEE ANCHOR SCHEDULE SHEET 2 g SHEET 2 SCHEDULE SHEET 2 '. APPLY EXTERIOR s SEALANT ACCORDING MIN. EMBED. TO MANUFACTURER'S VARIES. SEE ANCHOR INSTRUCTION O SCHEDULE SHEET 2 O QnD 1/4" MAX. SHIM D INSTALLATION CLIP Robert J.Ammw.P.E. 2 APPLY INTERIOR FloAde P.E.No,48752 SEALANT ACCORDING TO `0111114110 EXTERIOR a MANUFACTURER'S INSTRUCTION ..� pME.s (2) #8 x 1/2" TAPPING SCREWS ♦i�p��'•"v�G��gF""'9�/i1�0 14 17 _-__P_ER-CLIP_THROUGH_CLIP_-HOLES- _ 4: 48.7.52 0: SEE GLAZING9 3 � DETAIL SHEET 8 INTERIOR B NSTALLATION CROSS SECTION STATE OF .�a 5 FLANGE FRAME,CLIP INSTALLATIONd����` HEAD SHOWN,SILL AND JAMB SIMILAR INSTALLATION ANCHOR INSTALLATION ANCHOR VARIES. SEE ANCHOR U) VARIES. SEE ANCHOR 2X WOOD SUBSTRATE SCHEDULE SHEET 2. MIN. EMBED. m 2X WOOD SUBSTRATE SCHEDULE SHEET 2. MIN. EMBED. SHOWN. ALSO APPLICABLE SHOWN. ALSO APPLICABLE VARIES. SEE ANCHOR TO STEEL OR ALUMINUM VARIES. SEE ANCHOR TO STEEL OR ALUMINUM SCHEDULE SHEET 2 SUBSTRATE. SEE ANCHOR SCHEDULE SHEET 2 v W m SUBSTRATE. SEE ANCHOR INSTALLATION CLIP it LL SCHEDULE SHEET 2. INSTALLATION CLIP SCHEDULE SHEET 2. U o' MIN. EDGE GIST. APPLY EXTERIOR MIN. EDGE DIST. ' N SEALANT ACCORDING VARIES, SEE ANCHOR O VARIES. SEE ANCHOR a SCHEDULE TO MANUFACTURER'S SCHEDULE d °a APPLY EXTERIOR SHEET 2 INSTRUCTION SHEET 2 SEALANT ACCORDING TO __ _ a -MANUFACTURER'S- INSTRUCTION O 1/4" MAX. 1/4- MAX. ¢ c SHIM O o p Du SHIM uAPPLY INTERIOR 2 APPLY INTERIOR 3 n 2 SEALANT ACCORDING TO D SEALANT ACCORDING TO L 1 D 8 m '1 EXTERIOR Q MANUFACTURER'S INSTRUCTION EXTERIOR UUUU D MANUFACTURER'S INSTRUCTION go--- (2) za o #8 x 1/2" TAPPING SCREWS (2) #8 x 1/2" TAPPING SCREWS (jr)v PER CLIP THROUGH CLIP HOLES z PER CLIP THROUGH CLIP HOLES 14 p Z W 14 17 P:Li Z ¢ 17 INTERIOR SEE GLAZING s INTERIOR W N z SEE GLAZING 9 DETAIL SHEET 8 O�in d Z DETAIL SHEET 8 qQ Z g z g C_I.NSTALLA.TIO.N CROSS_SECT.ION - --- -C--INSTAL-L•ATION-CROSS-SECTION-----.- - o--u- - - 961 6 BOX FRAME,BENT CLIP INSTALLATION 6 FIN FRAME,BENT CLIP INSTALLATION V N�-if'-U) HEAD SHOWN,SILL AND JAMB SIMILAR HEAD SHOWN,SILL AND JAMB SIMILAR 7 ui a +a 11 INSTALLATION ANCHOR z p VARIES. SEE ANCHOR m LnA 2X WOOD SUBSTRATE SCHEDULE SHEET 2. MIN. EMBED. m SHOWN. ALSO APPLICABLEg VARIES. SEE ANCHOR TO STEEL OR ALUMINUM �� SUBSTRATE. SEE ANCHOR SCHEDULE SHEET 2 Ln g SCHEDULE SHEET 2. INSTALLATION CUP i` APPLY EXTERIOR MIN. EDGE DIST. SEALANT ACCORDING VARIES. SEE ANCHOR TO MANUFACTURER'S SCHEDULE INSTRUCTION I SHEET 2 0 o Q�❑ 1/�MAX. 2 o� /gip Q SHIM �Q XTERIOR INTERIOR it D Hord P.E.Noso,7R Fladda P.E.No.4W52 2 APPLY INTERIOR 14 f111111I1// SEALANT ACCORDING TO 17 eyeefINMES e��r�li_��� Q MANUFACTURER'S INSTRUCTION SEE GLAZING 9 iiigs••'••••••'%:' EXTERIOR (2) #8 x 1/2" TAPPING SCREWS DETAIL SHEET 8 �ii�Y�••4�CE.N$�•.,9G� PER CLIP THROUGH CLIP HOLES C ALTERNATE INSTALLATION Z., - 14 -- -- - 17 - — - - -- --- a --- - CROSS SECTION �: 49782 ?a INTERIOR = J SEE GLAZING O BOX FRAME SHOWN DETAIL SHEET 8 (ALSO APPLICABLE TO FIN AND FLANGE FRAME) C INSTALLATION CROSS SECTION ALTERNATE BENT CLIP INSTALLATION STATE OF 6 FLANGE FRAME,BENT CLIP INSTALLATION HEAD SHOWN,SILL AND JAMB SIMILAR io��S �O R��`'•�\�e4� HEAD SHOWN,SILL AND JAMB SIMILAR SEE OTHER C SECTIONS FOR DETAILS INSTALLATION ANCHOR MIN. EDGE DIST. VARIES. SEE ANCHOR VARIES. SEE ANCHOR INSTALLATION ANCHOR MIN. EDGE DIST. N T SUBSTRATE VARIES. SCHEDULE SHEET 2 VARIES. SEE ANCHOR VARIES. SEE ANCHORo � 2 SEE ANCHOR SCHEDULE SCHEDULE SHEET SCHEDULE SHEET 2 SCHEDULE SHEET 2 � SHEET 2 SUBSTRATE VARIES. d w Q SEE ANCHOR SCHEDULE 3:LL MIN. EMBED. SHEET 2 zU o S APPLY EXTERIOR VARIES. SEE ANCHOR MIN. EMBED. .W-, N SEALANT SCHEDULE APPLY EXTERIOR VARIES. SEE ANCHOR 0 ACCORDING TO SHEET 2 SEALANT ACCORDING SCHEDULE a a MANUFACTURER'S TO MANUFACTURER'S SHEET 2 INSTRUCTION INSTRUCTION _ _nO O ❑ 1/4" MAX. ----- — d p - Q ❑ - ------- a--�- - Q( — SHIM 1/4" MAX. SHIM LL o D a o 2 D APPLY INTERIOR APPLY INTERIOR c SEALANT ACCORDING TO 2 D MANUFACTURER'S INSTRUCTIOND SEALANT ACCORDING TO SZ a EXTERIOR EXTERIOR D MANUFACTURER'S INSTRUCTION Z O 3 14 INTERIOR 14 INTERIOR o Z 17 c�w SEE GLAZING O 17 � o,=)z ¢ m SEE GLAZING 9 0 w o�F- z a DETAIL SHEET 8 DETAIL SHEET 8 a�."5 D NSTALLATION CROSS SECTION D NSTALLATION CROSS SECTION s 4: -- ^�-"" "BOX-FRAME,THRU'FRAMEIVSTA7.CATION` N FRAME,THItiJ FRAM$INS I ALLA f10TYu_.�__ .u.¢Q J N HEAD SHOWN,SILL AND JAMB SIMILAR HEAD SHOWN,SILL AND JAMB SIMILAR LLJ N w rz? �i2 &pi n INSTALLATION ANCHOR o VARIES. SEE ANCHOR MIN. EDGE DIST. Ln 1 SCHEDULE SHEET 2 VARIES. SEE ANCHOR SCHEDULE SHEET 2 SUBSTRATE VARIES. 4�3 SEE ANCHOR SCHEDULE -"-t SHEET 2 APPLY EXTERIOR MIN. EMBED. SEALANT ACCORDING VARIES. SEE ANCHOR SCHEDULE TO MANUFACTURER'S SHEET 2 INSTRUCTION p nC� o Q ❑ (� 1/4" MAX. SHIM Robert J.Amoroso,P.F 2 D a APPLY INTERIOR Flodda P.E.No.49752 SEALANT ACCORDING TOsptlltth EXTERIOR Q MANUFACTURER'S INSTRUCTION p���JAMES• +Oi INTERIOR ,�,a��;..��cENs •:.','. -- -- - 14 -- - -------- — - 17 - -- �C.• 49752--:� SEE GLAZING9 = DETAIL SHEET 8 --- -- - - - - .� T 31 I�� D STALLATION CROSS SECTION o;• SATE OF .k: ^� FLANGE FRAME,THRU FRAME INSTALLATION �o�•�(O R 1;Q 5;.�`ma� HEAD SHOWN,SILL AND JAMB SBNII.AR ��oj %� �....qN. 0 �httt BILL OF MATERIALS ITEM NO. DESCRIPTION QTY 9 1 FRAME SILL 1 y w U 2 FRAME HEAD 1 # ~LL 3 FRAME JAMB,LEFT AND RIGHT 1 EA. _ w N Q-"1J�n �Q' a 4 FILLER BAR,FIXED SASH TOP AND 3 w U a a STILES 5 _ MEETING RAIL — ---— 1 ——------------- - — ----------- -- -M - 6 INTERLOCK RAIL 1 INTERIOR G 7 BOTTOM RAIL,FLUSH OR INTEGRATED 1 2 9/16° GLASS o BITE o 8 SASH STILE,LEFT OR RIGHT 1 EA. EXTERIOR 30 Q y a m 1"LAMINATED IG ASSEMBLY(DUPONT 2 z w a o 9 BUTACITE PVB)1/8"ANNEALED+LAMI �0 (SEE GLAZING DETAIL 1) 14 2 z 10 V GLAZING BEAD,OPERABLE BOTTOM 1 F�°'_� • a RAIL,WITH WEEPS \— POLYURETHANE REACTIVE 1 Oa P o d" z o -moo $ RAIL-BEAD,_OPERABLE_IOPRAIL_ _u _�_-�_ __ HOTMELT GLAZING COMPOUND cNgz� __ __ _.__ ___ _ _____`._.._ cog.7= 4�' I -- 12 1"GLAZING BEAD,OPERABLE STILE 2 1/8" ANNEALED �cqn 5� �� 13 1"GLAZING BEAD,FIXED BOTTOM SASH, 1 0.090" PVB BUTACITE w �' a WITH WEEPS 1/8" ANNEALED BY DUPONT4.a � J 14 1"GLAZING BEAD,FIXED TOP SASH 1 1/8 ANNEALED C-0 15 1"GLAZING BEAD,FIXED SASH STILE 2 1 O.A. Mm kill 92� ob16 SETTING BLOCK AS REQ'D GLAZING DETAIL 1 17 GLAZING SEALANT 1 BOX FRAME SHOWN,FLANGE AND FIN FRAMES SIMILAR HEAD SHOWN,SILL AND JAMB SIMILAR R.b.d J.A,nmw.P.E Flodda P.E.No.49752 jAMES,�����i�i ,ee�� 1 \Q E I jF,'p,vi - — - -- — - -- -- - - -- — Q.` - -49752_ eO4Se0(+d�i�tleep BOX FRAME HEAD LO INTERIOR o cl 2 9 9 9LL 6 EXTERIOR Z 4 15 18 r. z g.om 13 02 0M, INTERIOR BOX t 10!5 ki EXTERIOR 0.g Lnw I-z 5 w�0 a-5:0 ('E--�HORIZONTAL CROSS SECTION w 2 9 IL �to 11 -0 BOX FRAME SHOWN,FLANGE AND FIN FRAMES 4- 0 Ln BOX FRAME INTERLOCK& MEETING RAIL ���9 ALSO APPROVED en Nib to 7 109 a 7 9 &— EXTERIOR INTERIOR Robert J.Ain mw.P,F 1 1:3 1 1-1 INSTALLATION&GLAZING DETAILS: Flodda P.E.oo.48752 INMES 44--" BOX FRAME SILL BOX FRAME SELL FOR INSTALLATION DETAILS,SEE FLUSH MOUNTED LIFT SECTION INTEGRATED LIFT SECTION SHEETS 3,4,5,6AND 7. 49762 AVERTICAL CROSS SECTION FOR GLAZING DETAILS,SEE SHEET 8. 15 •K--� FOR BOM,SEE SHEET 8. E F 9BOX FRAME SHOWN,FLANGE AND FIN FRAMES ALSO APPROVED � m PELLA CORPORATION SERIES 350 4-1/2" VINYL SINGLE HUNG WINDOW - IMPACT a W L INSTALLATION ANCHORAGE DETAILS w °❑ V 1 it ¢o GENERAL NOTES: INSTALLATION NOTES: rl a F 1.THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE CURRENT EDITION OF THE FLORIDA BUILDING CODE- 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT BUILDING AND RESIDENTIAL VOLUMES TO THE DESIGN PRESSURE(S)STATED HEREIN IN ACCORDANCE WITH THE FOLLOWING _ EVALUATION DOCUMENT.ANCHOR EMBEDMENT AND EDGEAJSTAN_CJ~EXQLUDEJIVALL.FJNISHES, — ¢- - ----PERFORMANCE-STANDARDS.-- --- -----' INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER AND SIDING. 1.1. AAMANVOMAICSA 101A.S.21A440-08. N 1.2. ASTM E1888-05. 2.SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR, a rL o 1.3. ASTM E1998.09 TO WIND ZONE 4,MISSILE LEVEL D. ANDIOR MANUFACTURER'S ANCHOR SPECIFICATIONS,INCLUDING MINIMUM NOMINAL SIZE, a m 2.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT AND ASSOCIATED MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE DISTANCES. 0 LABORATORY STAMPED DRAWINGS AS CERTIFIED BY WDMA AND DOCUMENTED IN THEIR HALLMARK CERTIFICATE OF 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF 3 U I O CONFORMANCE AND LICENSE(CCL). STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION so 3.THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ). PRODUCT. Q 2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE Z C7I- 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X FRAMING AND METAL FRAMING SUBSTRATES AS A RESISTING SYSTEM SUBSTRATE. O Z of MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE F ryj rn=rn ¢ v; ¢ FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS 3•SEE SHEETS 5,6 and 7 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. O w Z THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. I- LoZ 4.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. CL Z 5 z o - -----5AXAND•2X-BUCKS.(WHEN•USED)SHALLBE-DESIGNED,ANDANCHORED-TO-PROPERLYTRANSFER-ALL-LOADS-TOTHE---- ------ Gt70 STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE(ED)AND U J-jr- 5. E REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. THE MAXIMUM ON CENTER(O.C.)SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH THE �a g �� 6.WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THIS PRODUCT DOES NOT TABLES ON SHEET 3. END DISTANCES AND O.C.SPACINGS LESS THAN THAT SHOWN IN THE W »Q itp REQUIRE USE OF AN IMPACT PROTECTIVE SYSTEM. 5TABLES ON SHEET 3 ARE ACCEPTABLE. a ti z .1. SEE ADDITIONAL NOTES ON SHEET 3. ' 7.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING 6. MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH.SHIM WHERE SPACE OF 1/18 INCH OR q ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. �`'� gg GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF MOOD COMPOSITE,HIGH DENSITY �n p 8.BOUNDING BOX DIMENSIONS FOR GEOMETRIC FIXED WINDOW SHAPES MUST BE EQUAL TO OR LESS THAN RECTANGULAR PLASTIC OR SIMILAR LOAD BEARING MATERIAL. EZ &�q DIMENSIONS SHOWN HEREIN. B.I. FOR BLOCK,FIN&FLANGE FRAME INSTALLATIONS,SHIM AS REQUIRED AT EACH in w e� 18 INSTALLATION ANCHOR. 2 e 9.WINDOW FRAME MATERIAL:VINYL(PVC) w 7. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR ' 10. GLASS MEETS THE REQUIREMENTS OF ASTM E1300.09a. JOINTS. 11. DESIGNATIONS"X"AND"O"STAND FOR THE FOLLOWING(AS APPLICABLE): 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 11.1.X:OPERABLE LITE,SASH OR PANEL MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 11.2.0:FIXED LITE,SASH OR PANEL SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE 12. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAW NG OR ON THE PRODUCT'S CERTIFICATION SHALL INSTALLATION ANCHOR SCHEDULE ON SHEET 2. CONTROL FOR THE INSTALLED WINDOW ASSEMBLY. 13. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY.WATERPROOFING OF THE INSTALLED WINDOW IS NOT PART OF THIS INSTALLATION CERTIFICATION.THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER ANDIOR THE INSTALLER. TABLE OF CONTENTS Fl Robert de P.E.No.49752 SHEET SHEET DESCRIPTION ,"p1111/1//p�� 1 GENERAL NOTES,INSTALLATION NOTES&TABLE OF 0',' SMAES CONTENTS ��'�G 2 ANCHOR SCHEDULEF�':G� wo -- - ---- -- 49752- to 3 INSTALLATION REQUIREMENTS AND DP-CHART 4 ELEVATION&ANCHOR LAYOUTS SEE SHEET 3 FOR DESIGN 5.7 INSTALLATION SECTIONS STATE OF :tea B BILL OF MATERIALS AND GLAZING DETAIL p��O :�40 PRESSURES. 9 COMPONENT SECTIONS I I ' I f I i ! i I I I I � I • I i I I I i i Jy O co_� my 15 0090 Z r z imD =r Z murn ZOO m zoa r �zm m mo z� our cl)� Cm ca can --lo I D m0 z y ``sslool/I�Iy ..� t�)i PELLA CORPORATION PROJECT#415-0315 O.0 y p.9 a 102 MAIN STREET Z•Z: 1 1. 111:�� m PELWIA50219 =>-'m m -4 �:tmq� ;g SERIES 350 41/2"VINYL SINGEL HUNG WINDOW-IMPACT j O v 'n d1. S ANCHOR SCHEDULE I.A. Im vBevuten Br: Bw�wu BY: ogre: . RJA 10Y19112 fs�tp� .•'S��Or, �' otuwwc rm: A UPDATED TO THE 3131/15 RJA ,� N.T.S. PELL0030 I 5TH ED.(2014)FBC leQld/fl91►{1�0 wEoxnwrs soo.,rze aEv: wNawon.cwwmms E a,mo.,mv A 2 OF 9 itty BescwmoN BnTB BY iHVECA UO.Zm �^�E �^ Lo Lu LL0 z zz Lo id RtOA2 1 z VI.LU,13 L IL 5: idz M Ftl tn Robeftlkna .,P.F- Flodds P.E.No.49752 IMAM 4 x •......... NOTES: SERIES 350 SINGLE HUNG WINDOW INSTALLATION REQUIREMENTS 49752 1.0;o* 1. THIS TABLE LISTS THE FOLLOWING INFORMATION. 1.5. MAXIMUM WINDOW SIZES(Wx H)TESTED WITH A SELECTION OF 1.1. DESIGN PRESSURE(PSF). DOWNSIZED WINDOW SIZES(W x H)AVAILABLE(SEE NOTE 3). Arc 1.2. END DISTANCE(ED)OF ANCHORS AT FRAME ENDS AS DIMENSIONED ON ELEVATION DRAWINGS. 2. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON SPACING USED IN TESTING OR REQUIRED BY LOADING AT DESIGN PRESSURE.ANCHOR 1, 1.3. MAXIMUM O.C.(ON CENTER)SPACING FOR ANCHORS BETWEEN THE FRAME END ANCHORS 3. FOR WINDOW SIZES SMALLER THAN THOSE SHOWN,ANCHOR QUANTITIES 14-1 DIMENSIONED ON ELEVATION DRAWINGS. 16, 1.4. QUANTITY OF ANCHORS BASED ON MEETING THE D.C.SPACING REQUIREMENTS. CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND D.C.SPACING REQUIREMENTS. a � MAX. UNIT WIDTH SEE 9 TABLE SHEET 3 INSTALLATION ANCHOR 6" MAX. 6" MAX. SEE TABLE SHEET 2 w oN = FOR SCHEDULE AND AND 0W /4 iz TABLE SHEET 3 FOR MAX. n. -----------<_.- - G 6" MAX. rd N o 0 / B 5 6 g5< � E >` 9 O Z zz FWNxZ C D 0�wwo z Gal 7 � g MAX. UNIT v nw.5 0 HEIGHT SEE ° Na TABLE SHEET 3 �w 1 �w IL X 6" MAX. i Robert J.Amomoso.P.E Florida P.E.No.48752 • fffHplttl►i1j SERIES 350 VINYL SINGLE HUNG WINDOW '♦o� 'aMes `♦m�e�'��GEIV��o,9Ge�. - — -- _+�.•` _ _ 48752 t�0 EXTERIOR VIEW -------- --- - - --- ----— ��• �__ BOX FRAME SHOWN, FLANGE AND FIN FRAMES ALSO APPROVED •.�• srnr� of a �osl� +O R l O♦m �i4lSldn'A`�N�♦m MIN. EDGE DIST. ! g SUBSTRATE VARIES. INSTALLATION ANCHOR VARIES. SEE ANCHOR INSTALLATION ANCHOR MIN. EDGE DIST. m SEE ANCHOR SCHEDULE VARIES. SEE ANCHOR SCHEDULE SHEET 2 SUBSTRATE VARIES. VARIES. SEE ANCHOR VARIES. SEE ANCHOR SHEET 2 SCHEDULE SHEET 2 SEE ANCHOR SCHEDUET LE SCHEDULE SHEET 2 SCHEDULE SHEEP 2 # =m 7-7 APPLY EXTERIOR O S MIN. EMBED. SEALANT ACCORDINGW APPLY EXTERIOR TO MANUFACTURER'S VARIES. SEE'ANCHOR O VARIES. SEE ANCHOR 0 MIN. EMBED. o� �d SEALANT SCHEDULE INSTRUCTION SCHEDULE a o w ACCORDING J SHEEP 2 2 MANUFACTURER''SS '—Tr IN-S..TRUCTION r--,Nu o p d—D - .._.._.__. 1/4' MAX. Q ° 1�4" SHIM HIbMfAX. - -- - - -a - l / INSTALLATION CUP INSTALLATION CLIP ¢ ^ c 2 n D APPLY INTERIOR 2 D APPLY INTERIOR P LL I`�\ �7 SEALANT ACCORDING TO SEALANT ACCORDING TO o EXTERIOR U MANUFACTURER'S INSTRUCTION EXTERIOR MANUFACTURER'S INSTRUCTION o a (2) #8 x 1/2" TAPPING SCREWS PER (2) #8 x 1/2" TAPPING SCREWS I3 a � 14 CLIP THROUGH CLIP HOLES 14 17 PER CLIP THROUGH CUP HOLES z 17 INTERIOR SEE GLAZING s INTERIOR c z F SEE GLAZING O DETAIL SHEET 8 F rii =w a y a DETAIL SHEEP 8 ATION CROSS SECTION NSTALLATION CROSS SECTION " o z �� 5 BOX FRAME,CLIP INSTALLATION 5FIN FRAME,CLIP INSTALLATION p 0 BgpD SHOWN,SBZ AND JAMB SIMILAR Ix Z g N HEAD SHOWN,SMLANDJAMBSIMILAR 0 Fa5u~i Z H& IL \a tyg MIN. EDGE DIST. Ln1€a SUBSTRATE VARIES. INSTALLATION ANCHOR VARIES. SEE ANCHOR m SEE ANCHOR SCHEDULE VARIES, SEE ANCHOR SCHEDULE SHEET 2q SHEET 2 SCHEDULE SHEET 2 APPLY EXTERIOR SEALANT ACCORDING J TO MANUFACTURER'S MIN. EMBED. VARIES. SEE ANCHOR INSTRUCTION a SCHEDULE . p �SHEET 2 1/4" MAX. SHIM INSTALLATION CLIP n Robert J.Amoroso,RE 2 APPLY INTERIOR lul Flodds P.E.No.4875252 n SEALANT ACCORDING TO ,����H�I�arp�7t EXTERIOR U MANUFACTURER'S INSTRUCTION ,xg#,% �pMES 4.%•" O �o (2) #8 x 1/2" TAPPING SCREWS .����� '•�^�GENSF�''9�/��i - -- - - - 4 P_ER CLIP-THROUGH-CLIP-HOLES_ - - 1 T---- -- - --- - --- - — -�Q�: Np 48752 1,0 SEE GLAZING 0 INTERIOR - DETAIL SHEET 8 MNSTALLATION CROSS SECTION ��•. STATE OF .ova 5 FLANGE FRAME,CLIP INSTALLATION %�T •�(� HEAD SHOWN,SELL AND JAMB SIMILAR iio,Ss���.4�Na�� ��Hflosose''° Q � INSTALLATION ANCHOR INSTALLATION ANCHOR Lo VARIES. SEE ANCHOR 2X WOOD SUBSTRATE VARIES. SEE ANCHOR SCHEDULE SHEET 2. MIN. EMBED. 2X WOOD SUBSTRATE SCHEDULE SHEET 2. MIN. EMBED. SHOWN. ALSO APPLICABLE 4 SHOWN. ALSO APPLICABLEA VARIES. SEE ANCHOR Lo VARIES. SEE ANCHOR TO STEEL OR ALUMINUM SCHEDULE SHEET 2 TO STEEL OR ALUMINUM SCHEDULE SHEET 2 SUBSTRATE. SEE ANCHOR d w SUBSTRATE. SEE ANCHOR INSTALLATION CUP 4t =M SCHEDULE SHEET 2. INSTALLATION CUP SCHEDULE SHEET 2. C~J o MIN. EDGE DIST. APPLY EXTERIOR MIN. EDGE DIST. � o SEALANT ACCORDING VARIES. SEE ANCHOR O d VARIES, SEE ANCHOR It <w SCHEDULE TO MANUFACTURER'S SCHEDULE d oa APPLY EXTERIOR SHEET 2 INSTRUCTION SHEET 2 SEALANT ACCORDING TO Q ..__-MANUFACTURER'S- - ---- --- - -- - -- INSTRUCTION O �1E3 Q °�J a 1/4" MAX. n 1MAX. b- S Q� �p SHIM --D SHIM f o u Q p ° 2 n APPLY INTERIOR 2 APPLY INTERIOR ?0 a o IL/� SEALANT ACCORDING TO SEALANT ACCORDING TO o EXTERIOR Q MANUFACTURER'S INSTRUCTION EXTERIOR Q MANUFACTURER'S INSTRUCTION z O 3 (2) #8 x 1/2" TAPPING SCREWS (2) #8 x 1/2" TAPPING SCREWS �0 PER CLIP THROUGH CLIP HOLES 14 PER CLIP THROUGH CLIP HOLES zo ZW 14 17 INTERIOR SEE GLAZING 1 INTERIOR 7 MW g W o d o g s Z Q SEE GLAZING 9 0� f= DETAIL SHEET 8 DETAIL SHEEP 8 IL u):5 zz. C INSTALLATION CROSS SECTION C INSTALLATION CROSS SECTION 0 z, - - 6 BOX FRAME,BENT CLIP INSTALLATION 6 FIN FRAME,BENT CLIP INSTALLATION V g 2 Z ey HEAD SHOWN,SILL AND IAMB MBS HEAD SHOWN,SILL AND JAME SIMII.AR g a 5 a p& O. U d EEHEEE INSTALLATION ANCHOR VARIES. SEE ANCHOR Ln m 2X WOOD SUBSTRATE SCHEDULE SHEET 2. MIN. EMBED. M I�E SHOWN. ALSO APPLICABLE TO STEEL OR ALUMINUM VARIES. SEE ANCHOR Roo SUBSTRATE. SEE ANCHOR SCHEDULE SHEET 2 Ln e "1 i SCHEDULE SHEET 2. INSTALLATION CLIP APPLY EXTERIOR MIN. EDGE DIST. SEALANT ACCORDING VARIES. SEE ANCHOR TO MANUFACTURER'S SCHEDULE INSTRUCTION SHEET 2 ° 114- MAX. 2 Q SHIM XTERIOR �Q INTERIOR D ROEsrt J.Amoroso,RE Floud P RE No.4875262 2 APPLY INTERIOR SEALANT ACCORDING TO 14 17 Es►yfo Q EXTERISEE GLAZING MANUFACTURER'S INSTRUCTION • OR Os .��� E••••.,O o, (2) #8 x 1/2" TAPPING SCREWS DETAIL SHEET 8 `e�O��..•v�C. 19"N. A 14 PER CLIP THROUGH CLIP HOLES C ALTERNATE INSTALLATION ,�; 49752 —. 17 --- ---- - -- a -CROSS SECTION---- INTERIOR SEE GLAZING O BOX FRAN S SHOWN 3 DETAIL SHEET 8 (ALSO APPLICABLE TO FIN AND FLANGE FRAME) (MINSTALLATION CROSS SECTION ALTERNATE BENT CLIP INSTALLATION �:� STATE pF :tu� 6 FLANGE FRAME,BENT CLIP INSTALLATION 3 B OTHER C SECTIONS FOR SIMILAR HEAD SHOWN,SILL AND JAMB SIMILAR �i�siSadM1lli�N�r,O INSTALLATION ANCHOR MIN. EDGE DIST. ` VARIES. SEE ANCHOR INSTALLATION ANCHOR MIN. EDGE DIST. U)VARIES. SEE ANCHOR � o SUBSTRATE VARIES. SCHEDULE SHEET 2 SCHEDULE SHEET 2 VARIES. SEE ANCHOR VARIES. SEE ANCHOR 4 SEE ANCHOR SCHEDULE SCHEDULE SHEEP 2 SCHEDULE SHEET 2 SHEET 2 SUBSTRATE VARIES. v w m SEE ANCHOR SCHEDULE �'p SHEET 2 MIN. EMBED. w o N APPLY EXTERIOR VARIES. SEE ANCHOR MIN.,EMBED. Q SCHEDULE APPLY EXTERIOR VARIES. SEMBED. EE ANCHOR 0LANT a w ACCORD NSEAG TOT 2 SEALANT ACCORDING SCHEDULE a TO MANUFACTURER'S SHEET 2 MANUFACTURER'S INSTRUCTION INSTRUCTION Q p ° - ° 1�4„"MAX.- - D - -- ---- - -- - p - n SHIM 1/4" MAX. b QL 1 ^ D SHIM o5i 8 „ 2 APPLY INTERIOR2 APPLY INTERIOR 3 ° SEALANT ACCORDING TO �•J SEALANT ACCORDING TO o(n EXTERIOR DQ MANUFACTURER'S INSTRUCTION EXTERIOR DQ MANUFACTURER'S INSTRUCTION p S F 14 INTERIOR INTERIOR Z 2u) 17 14 17 Frim=_o SEE GLAZING 9 SEE GLAZING O o Z DETAIL SHEET 8 DETAIL SHEET 8 a N ' g D NSTALLATION CROSS SECTION D NSTALLATION CROSS SECTION 99 Z s z ^� BOX FRAME,THRU FRAME INSTALLATION 7 FIN FRAME,THRU FRAME INSTALLATION v HEAD SHOWN,SILL AND JAMB SIMILAR HEAD SHOWN,SILL AND JAMB SIMILAR a 5 In W It. i� Ny INSTALLATION ANCHOR c� g VARIES. SEE ANCHOR MIN. EDGE DIST. Ln SCHEDULE SHEET 2 VARIES. SEE ANCHOR t Ifg SCHEDULE SHEET 2 �;� SUBSTRATE VARIES. SEE ANCHOR SCHEDULE e SHEET 2 APPLY EXTERIOR MIN. EMBED. SEALANT ACCORDING VARIES. SEE ANCHOR SCHEDULE TO MANUFACTURER'S SHEET 2 INSTRUCTION p 1/4" MAX. Illl//JJ u SHIM DRobert J.Amomeo•P.E. 2 n APPLY INTERIOR Florida P.E.No.49752 I`U\ DQ MANUFACTURER'S IN STRUCTIONG TO ,rA,y���io EXTERIORo® f�� SF,o9G�,,�' INTERIOR 4, 1. Np 49752 4 17 --- --- - - M its •it C SEE GLAZING 9 31 DETAIL SHEET 8 '9: STATE A :�a D STALLATION CROSS SECTION o,�;. ,�� .; `�4• 7 FLANGE FRAME,THRU FRAME INSTALLATION �os��••,.O R l;Q.•d``6w HEAD SHOWN,SILL AND JAMB SIMILAR H1H+as++q�``4 a BILL OF MATERIALS ITEM NO. DESCRIPTION QTY M 3 9 1 FRAME SILL 1 v W m it F 2 FRAME HEAD L) pv o 3 FRAME JAMB,LEFT AND RIGHT 1 EA. Lu � o B ado 4 FILLER BAR,FIXED SASH TOP AND 3 n a STILES 5 MEETING RAIL 1 D._:- .. < 8 INTERLOCK RAIL 1 [� INTERIOR 7 BOTTOM RAIL,FLUSH OR INTEGRATED 1 2 �nn 9/16" GLASS 8 SASH STILE,LEFT OR RIGHT 1 EA. �J BITE EXTERIOR saa 1"LAMINATED IG ASSEMBLY(DUPONT 2 0 3 0 9 BUTACITE PVB)1/8"ANNEALED+LAMI (SEE GLAZING DETAIL 1) 1 4z z z 10 1"GLAZING BEAD,OPERABLE BOTTOM 1 F w�+_ < F < .. RAIL,WITH WEEPS ( g)' POLYURETHANE REACTIVE 1 0a W o d .z oU)! o HOTMELT GLAZING COMPOUND aU+gz� " 11 1"GLAZING BEAD,OPERABLE TOP RAIL 1 oo z4 12 1"GLAZING BEAD,OPERABLE STILE 2 1/8" ANNEALED g a g" g 13 1"GLAZING BEAD,FIXED BOTTOM SASH, 10.090" PVB BUTACITE a N� WITH WEEPS 1/8" ANNEALED BY DUPONTLL �jj 14 1"GLAZING BEAD,FIXED TOP SASH 1 1/8" ANNEALED 0° rn H 1 15 1"GLAZING BEAD,FIXED SASH STILEin ill O.A. 18 SETTING BLOCK AS REQ'D 17 GLAZING SEALANT GLAZING DETAIL 1 I BOX FRAME SHOWN,FLANGE AND FIN FRAMES SIMILAR HEAD•SHOWN,SILL AND JAMB SIMILAR Robertl Amo o,RF Flodde P.E.N.49752 + SpMFSLo — — --- - - - - — --- ---- - - - � .•` 49752 %OS e�Ot STATE OF .�/a Q BOX FRAME HEAD INTERIOR e 0 0 Qor--Inw LL � 4 12 14 9 O 0 EXTERIORZZZ0mti 415 R��_Izm $ : Q N C7 KEXTERIOmz N4NzNTERIOR BOX FRAME JAMB �Z a��U g J a E HORIZONTAL CROSS SECTION w- 11 -a FRO t'ro (� BOX FRAME SHOWN,FLANGE AND FIN FRAMES BOX FRAME INTERLOCK&MEETING RAIL m ALSO APPROVED 9 7 9 1° 10 EXTERIOR INTERIOR RobeRJ.Ammow,P.E- 1 0 o Q�❑ 1 0 0 ��� INSTALLATION&GLAZING DETAILS: FIMcla P.E.No.48752 BOX FRAME SILL BOX FRAME SILL • FOR INSTALLATION DETAILS SEE SAMEs�q �i FLUSH MOUNTED LIFT SECTION SHEETS 3,4,6,6 AND 7. `,.Q`� `i4�GENs�:•.;9Gifs,4 INTEGRATED LIFT SECTION :� A VERTICAL CROSS SECTION FOR GLAZING DETAILS,SEE SHEET 8. $�r •:� 9 FOR BOM,SEE SHEET 8. ` BOX FRAME SHOWN,FLANGE AND FIN FRAMES ALSO APPROVED !llNH94ti4N" ����,,�, BCIS Home ( Log In ! User Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff `:, BCIS Site Map j Links Search ry j it rida Product Approval USER:Public User Product AODMal Menu>P-oduct or Application Search>Application List>Application Detail # FLi1112-R4 Application Type lslon 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 I Archived I Product Manufacturer JELD-WEN Atldress/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbci@jeld-wen.com Authorized Signature Kaede McLaughlin fbci@jeld-wen.com I Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com I I Quality Assurance Representative ddress/Phone/Email I Category Exterior Doors Subcategory Swinging Exterior Door Assembl' Compliance Method Certification Mark or Listing I Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute i Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By i Product Approval Method Method 1 Option A Date Submitted 05/27/2015 Date Validated 05/28/2015 Date Pending FBC Approval Date Approved 06/02/2015 Summary of Products FL# Model,Number or Name Description 111112.1 Premium Atlantic Vinyl Swinging Patio Door(3100)36 1/4"x 95 1/2"Insulated Glass(3/16"Tempered-5/16"SGP LAM) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11112 R4 C CAC NI011146-R2 Certificate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2020 Design Pressure:+50/-50 Installation Instructions Other: FL11112 R4 II JELD0104 REV A Install.Ddf Verified By: Robert Amoruso,P.E.49752 Created by Independent Third Party:Yes Evaluation Reports FL11112 R4 AE PER 2123 Rev1.DdF Created by Independent Third Party:Yes jll1 Atlantic Vinyl Swinging Patio Door(3400)71 1/2"x 95 1/2"Insulated Glass(3/16"Tempered-5/16"SGP LAM) Limits of Use Certification Agency Certificate Approved for use in •Yes FL11112 R4 C CAC NI011147-R2 Certificate.Ddf Approved for u ide H HZ:Yes Quality Assurance Contract Expiration Date Impact Resista t:Yes 06/30/2020 Design Pressur +50/-50 Installation Instructions Other: FL11112 R4 II 3ELD0105 REV A instail.Ddf Verified By: Robert Amoruso,'P.E.49752 Created by Independent Third Party:Yes Evaluation Reports FLI1112 R4 AE PER 2123 Revi.Ddf Created by Independent Third Party:Yes i � Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED 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 mall.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 youido 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: Grath#Card `Snit JELD-WEN 1PREMIUMA TLL-44ATIC VINYL OUTSWING FRENCHDOOR (3400) - LMI 0 � INSTALLATIONANCHORAGEDETAILS a Fs o GENERAL NOTES: INSTALLATION NOTES: 1.. THIS PRODUCT-IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE 6. HARDWARE: - I.ONE (1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION. - - ZONE(HVHZ)REQUIERMENTS OF THE CURRENT EDITION OF THE FLORIDA 6.1 GUIDE HINGE BY HOPPE#8754979,(2 EACH BUILDING CODE(FBC)AT THE DESIGN PRESSURE STATED HEREIN.THE PRODUCT 68 UNIT) 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST (3 EACH 8'0 UNIT). BE USED FOR PRODUCT INSTALLATION. U a n REPORT NGTL-210-3217-1 DATED 03108/06 AND ASSOCIATED LABORATORY 6.2 SET HING BY HOPPE#8764931(1 EACH UNIT). STAMPED DRAWINGS AND WERE TESTED IN ACCORDANCE WITH CURRENT HVHZ 6.3 MULTI-POINT ACTIVE GEAR BY HOPPE 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM d a0 p O PROTOCOLS. #8778331. ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER 6.4 SHOOTBOLT STRIKE PLATE STEEL BY OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. LE UJ 0 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X HOPPE#8752743. SS FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF - 6.5 LATCH AND DEADSOLT STRIKE PLATE 4,ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH IX BUCK TO CONCRETE / v)N Z$ E WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STEEL BY HOPPE#87&1127. MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY SHALL BE AS SHOWN IN "ANCHOR �i O l z STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 6.6 6'8 EXTENSION BY HOPPE#8779031. F� RECORD. 6.7 8'0 EXTENSION BY HOPPE#8779195. SCHEDULE" SHEET I. }Ld _ 3. 1X BUCKS AND 2X WOOD FRAMING(WHEN USED)SHALL BE DESIGNED AND 7. GLASS MEETS THE REQUIREMENTS OF ASTM 5.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT 0 0 Zqf g ~ Z ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE.BUCK E1300.040(01). LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. a U g DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 8. DESIGNATION"X"AND"O"STAND FOR THE 6.FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR O FOLLOWING: JOINTS. Q k' so 8E 4. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION REQUIREMENTS EXIST,USE 8.1. X:OPERABLE PANEL TURERr, QvQ q� OF AN APPROVED HVHZ IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED. O:FIXED PANEL 7.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFAC 'S F�•i INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH I- rgy S. MATERIALS: 9. IN ACCORDANCE WITH THE CURRENT EDITION STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE "ANCHOR SCHEDULE", M :,O g ,€ 5.1. DOOR FRAME AND PANEL MATERIAL:EXTRUDED PVC 0.080°THICK BY OF THE FSC,WOOD SHALL HAVE BEEN SHEET 1. tr�j K Oo Z ap QUANEX BUILDING PRODUCTS,INC.PER CURRENT MIAMI-DADE COUNTY PRESERVATIVE TREATED OR SHALL BE OF A16'tl NOTICE OF ACCEPTANCE(NOA). DURABLE SPECIES. s.ANCHORS SHALL BE MADE OF CORROSION RESISTANT STEEL OR TREATED WITH CORROSION a=0 5.2. ASTRAGAL MATERIAL:EXTRUDED PVC 0.080"THICK BY QUANEX BUILDING RESISTANT COATING. U PRODUCTS,INC.PER CURRENT MIAMI-DADE COUNTY NOTICE OF ACCEPTANCE(NOA). INSTALLATION ANCHOR SCHEDULE of 5.3. LAMINATE:DUPONT SENTRYGLAS INTERLAYER PER CURRENT MIAMI•DADE MIN. 41 COUNTYNOTICE OF ACCEPTANCE(NOA). SUBSTRATE HEAD TYPE SIZE MANUFACTURER AND/OR EMBEDMENT MIN.EDGE CAPACITIES BASED ON 5.4. FRAME REINFORCEMENT MATERIAL:EXTRUDED ALUMINUM 0.080"THICK. SPECIFICATION IN DISTANCE(IN) 5.5. FRAME REINFORCEMENT MATERIAL:ROLL FORMED GALVANIZED STEEL 0.050' THICK. MIN.2000 PSI CONCRETE BUT NOT 5.6. PANEL REINFORCEMENT MATERIAL:EXTRUDED ALUMINUM 0.080"THICK. 5.7. ASTRAGAL REINFORCEMENT MATERIAL:EXTRUDED ALUMINUM 0.08W THICK. ITW TAPCON(2) 1 1/2 11/8 LESS THAN THAT REQI RED BY BUILDING HEX OR OR FLAT CODE CONCRETE HEAD MIN.2500 PSICONCRETEBUT NOT DESIGN PRESSURE RATING(PSF) IMPACT RATING Elco Ultracon 13/8 1 LESS THAN THAT REQIRED BY BUILDING +50.01-50.0 LARGE AND CODE SMALL MISSILE - STRENGTH CONFORMANCE TO_ASMt TABLE OF CONTENT ITW TAPCON(2) 1 2 90,MEDIUM WEIGHT DENSITY>117 PCF FL P.E.No.49752 Robert J.AtflOfOso,P.E. MASONRY HEX OR FIAT 3/16" �`�1WP84yM SHEET DESCRIPTION (BLOCK/CMU) HEADU.9 ,o'a1tF��ay STRENGTH CONFORMANCE TO ASTM C g / x snsz o 1 GENERAL AND INSTALLATION NOTES Elco Ultracon 1 1/4 1 90,MEDIUM WEIGHT �j 2 ELEVATION-AND ANCHORING-LAYOUT $. Er.E W g HEAD __ 3 VERTICAL CROSS SECTIONS PAN OR FIAT ANSI 818.6.1(WOOD SCREW) WOO D WITH A MI NI MUM SPECT FIC W000(I) NO.10 ASME B18.6A(TAPPING SCREW) 1 3/8 3/4 GRAVITY OF OS5 4 VERTICAL AND HORIZONTAL CROSS SECTIONS Dlgltally Eigncd�by 6obeitJ„Amoruso,P.E 5 HORIZONTAL CROSS SECTIONS NOTES: DN:cn=RobQitl.AmQruso V.E'O,=PTC' Product Deplgn Gioup,LLC,ou=F`L"P.E . 6 BILL OF MATERIALS AND GLAZING DETAIL 1)IF SPUTTING IS A CONCERN FOR WOOD FRAME INSTALLATION,DRILL D.112"(DRILL SIZE 34)PILOT HOLE IF TAPPING SCREWS ARE USED OR 0.121-(DRILL No.49752'FBPE Cert.ofAuth.No.15935; SIZE 31)PILOT HOLE IF WOOD SCREWS ARE USED. small=rdben@ptc-corp.com,c=US 7 COMPONENTS 2 WHEN ITW TAPCONS ARE USED FOR CONCRETE MASONRY INSTALLATION THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGYTYPE. D9te;jb19.03.0915:1955-04'00' r AX. UNIT WIDTH 71 1/2" it N MAX. PANEL MAX. PANEL WIDTH 35" $ a WIDTH 34" TYP (WITH ASTRAGAL) � 3 DLO TH —241D1/4' 3" TYP. d (TYP.) 91, 5" TYP. 9" o B C K L TYP. TYP. 3 3 4 4 U 6" o n a ro o 0 Eorr I I Dour I I Kw S 0 �..N moo. PANEL D F I I E HINGE X I I )( 2.84" to 5N o I I ti o� HEIGHT 5 X 5 X 26.66'5 95 5"® 9 O.C. (TYP.) W a Az � F M ° a ° aoo o �g= r z X UNIT DLO I I I c>IQ HEIGHT HEIGHT I I Q w r= 95 1/2" 83 1/4" ACTIVE I I INACTIVE I I oCZ Z W .4 �// qct z - I I - - joa M t 3 MULTI POINT 4 2.75" TYP n Zw � LOCK SET w 3400 SERIES OUTSWING FRENCH DOOR X CONFIGURATION LL ig EXTERIOR ELEVATION O O EXTERIOR ELEVATION 3.25" SHOOT BOLT STRIKE PLATE (DOUBLE DOOR) TOP AND BOTTOM (TYP.) SPECIFIC NOTES: ®INSTALL TWO (2) HINGE INSTALLATION ANCHORS Robert J.Amoruso,P.E. THROUGH OUTERMOST FASTENER LOCATIONS ON HINGE FL P.E.No.49752 SET (ITEMS# 11 & 23), INTO THE JAMB. LOCATE .CENTERLINE OF HINGE WITHIN TOLERANCE OF ��� ®1/2" INCH OF GIVEN DIMENSION. yk4j oa ©INSTALL TWO (2) INSTALLATION ANCHORS THROUGH ryov a"6'A� ITEM# 25, THE SHOOTBOLT STRIKE PLATE ON BOTH Digitally signed by Rotierl l.Amoroso, THE HEAD AND SILL. P.E. DN:cn=Rob'�it l,AmarUS3;P:EorP.TC. Product D,eilg'n Group,LLC,ou=FL P.E No.49752,FBPE Cert.of Auth.No.25935, email=yobert@ptc-corp.com,c=US f Tll¢lX201 S.03.0915:20:11-04'00' N 0\i O ^ O Q EXTERIOR FINISH MIN. EDGE DIST. ANCHOR VARIESSEE ANCHOR CONCRETE OR v BY OTHERS VARIES SEE ANCHOR SCHEDULE MASONRY g SCHEDULE SH ET 1 18 SHEET 1d BY OTHERS SEALANT BETWEEN ° 4 u 3/4" MIN. EDGE DIST. WOOD BUCK & CONCRETE aMIN EMBED. VARIES 2X WOOD FRAMING BY OTHERS SEE ANCHOR SCHEDULE 17 #10 PAN HEAD BY OTHERS SHEET 1 EXTERIOR FINISH WOOD SCREW (SEE GN NOTE 2, SHT. 1) SEALANT BETWEEN d ° BY OTHERS o FIN & WOOD a °,° 0 0 BUCK BY OTHERS w M zw o ' PERIMETER SEALANT 1/4" MAX. SEALANT BETWEEN / FIN & WOOD �m F-Nz� BY OTHERS SHIM SPACE r� rn 0M0 BUCK BY OTHERS 1 3/8" MIN. 22 16 BUCK EMBEDMENT 0% �g(A�� F-: Q OHO 0%p 6 12 24 1 BY(SEE GNRS5 to I m� Uloo NOTE 3, Q w r. zov l EXTERIOR 2 INTERIOR SHT.1) PERIMETER 1/4 MAX• a g J @ 13 SEALANT 5 9 16 SHIM SPACE W <n u 7 BY OTHERS F g MAX. SECTION B MAX. 24 ��> UNIT HEIGHT GDETIAIL �-- 10 HEGNG IHT 22 12 M ' wo 95 1/2" SEE SHEET 5 1 \ 95 1/2" 2 12.= MAX. 7 13 6 w � � PANEL 2 _ 8 7 � g HEIGHT 13 93" 22 612 EXTERIOR 10 INTERIOR 24 4 SECTION C 3 CONCRETE 1 BY OTHERS 5 PERIMETER z ' MIN. EMBED.D. VARIES Robert J.Amoruso,P.E. SEALANT Q a a °'e. ° . SEE ANCHOR SCHEDULE FL P.E.Na.49752 BY OTHERS d . ° SHEET 1 .a. o Digitally signed by SEALANT BETWEEN e a PE ert l.Amoruso, �.,,.. SILL & -CONCRETE - - -- ANCHOR-VARIES — ,yro Amoruso,RE, SEE ANCHOR ------------ - - -- - - - - - ---- -- -- - -- -- --- ---— -t'oOrtA/'4 " +. o=PicProdua BY OTHERS 18 s.s"°1°""' MIN. EDGE DIST. i SCHEDULE �. .__Y,'Abeslgn Group,I.I.C. VARIES SEE ANCHOR ax 4a o. tF ogFFLP.E No. SCHEDULE SHEET 1 49752J13PIE.Qn.of A Autfi:14o,26.A5"``� i SECTION A emalkrobeit c, corp com,r-Us g?.' Date:2015.03.09 75:20:22-04.00• N \ �u n $ a o I ANCHOR VARIES 3/4" MIN. t MIN. EDGE DIST. SEE ANCHOR EDGE DIST. 17 x/10 FLAT HEAD g g VARES SEE ANCHOR 18 SCHEDULE 'I WOOD SCREW SCHrLEE 1 SHEET 1 u 4°° .4 ° 1 3/8" MIN. a o EMBEDMENT n co o 0 uJ V' —�' z w o MIN EMBED. VARIES p�o �ulcng SEE ANCHOR SCHEDULE SHEET 1 Z at 0�1— EXTERIOR INTERIOR EXTERIORk25 IOR W o ao _j pq z z o 2 l o 1 25 SECTION L SECTION K W QMa xb NOTE: SEE SECTION B ON SHEET 3 NOTE: SEE SECTION CON SHEET 3 FOR DETAILS NOT SHOWN. � r`•� � �b� FOR DETAILS NOT SHOWN. t0> o Wo I� a= cl y uj tL 25 EXTERIOR INTERIOR o MIN EMBED. VARIES L,A SEE ANCHOR SCHEDULE d ° ' ° n SHEET 1 Robert J.Amoruso,P.E. o c FL P.E.No.48752 "nuEs • N 8868 18 ANCHOR VARIES SEE ANCHOR -—VARIES-SEE ANCHOR——SCHEDULE _ _ _ _ _ 7i;;Et•1q,Q�o SCHEDULE SHEET 1 SHEET 1 --- -- — -- - Digitally slgnedby Ro6eEt 1.Amoruso, SECTION J P.E. DN:cn=RobAH l,AmorW6 PXtp Pgp; °: NOTE: SEE SECTION A ON SHEET 4 Prod uctDp18PE roup,U.c,ou=FLP.E`,:; No.g975Y.FRPE Cert,of Auth.Na.25935, FOR DETAILS NOT SHOWN. emaiWibert@pwcorp.comc=Us 0a{e`kl 5.03.0915:20:34-WW � cs N o I d• � 1X WOOD BUCKv o n MAX. UNIT WIDTH 71 1/2" a w BY °� 0 0 (SEE GN NOTE 3,OSHT.R1) EMBEDMENT �� mo w, ° MIN EMBED. VARIES zw o 2X WOOD FRAMING 8 3nZ0 SEE ANCHOR SCHEDULE BY OTHERS (SEE GN m n1_no a " SHEET 1 1/4" MAX. NOTE 2, SHT. 1) Z 01 025 1/4" MAX. SHIM SPACEw Jwwr vi CONCRETE OR n (- MAS( R6 SHIM SPACE 1 Ioo Z BY OTHERSY g V)O 16 INTERIOR 0 F I 0 ¢ ANCHOR VARIES SEE ° 1 16 Q a,� Zoe �@ ANCHOR.SCHEDULE 1B 13 9 13 17 ,� 3� g SHEET 1 - °' 12 24 2 6 12 12 19 2 6 24 12 #10 PAN HEAD W amp gn 10 WOOD SCREW 2. �M p MIN. EDGE DIST. 10 e0 20lx y r-VARIES SEE ANCHOR'' pox y SCHEDULE SHEET 1 . n dU SEALANT BETWEEN. d � q WOOD BUCK & of CONCRETE.'? 21 21 22 6 7 2 22 14 15 19 22 6 7 2 22 21 EDGE ST. w BY OTHERS 5 11 23 ACTIVE PANEL EXTERIOR INACTIVE PANEL 23 11 5 SEALANT BETWEEN SEALANT BETWEEN-ILFIN & WOOD FIN & WOOD EXTERIOR BUCK BY OTHERS BUCK BY OTHERS FINISH BY SECTION D SECTION F SECTION E EXTERIOR OTHERS FINISH PERIMETER SEALANT BY OTHERS PERIMETER SEALANT BY OTHERS BY OTHERS Robert J.Amoruso,P.E. FL P.E.No.49752 IIJYf9ury�2 Dlgltallyslgne.dbypob. J.Amoruso, P.E. r>;:. DN:cn=Bob*t I Amord's"o,1r:E o=PTC'• Product Design Group,LLC,ou4L P.E:;:. No.497#:FBPE Cert.of Auth.No.2S935, em ll=robert@ptc-corp.com,c=US D6te&15.03.0915:20:45-04'00' BILL OF MATERIAL k' NO. PART NO. DESCRIPTION MATERIAL SUPPLIER $ 1 7415 FRAME WHITE RIGID PVC o^ S 2 7316 PANEL WHITE RIGID PVC MIKRON CO. a. 3 7415.1.2 EXTERIOR THRESHOLD FRAME AL 6063-T5 INDALEX I I 4 7415.1.4 INTERIOR THRESHOLD FRAME AL 6063-T5 INDALEX `r W 5 7415.1.1 FRAME REINFORCEMENT AL 6063-T5 INDALEX Cts 6 7316.1 PANEL REINFORCEMENT AL 6063-TS INDALEX o 7 6177 GLAZING BEAD WHITE RIGID PVC MIKRON CO. 8 j6152 SETTING BLOCK PLASTIC INDALEX, 9 ---- HOPPE MULTI-POINT LOCK SET --- HOPPE 10 ---- 1" O.A. INSULATED LAMINATED GLASS (SEE DETAIL THIS SHEET) GLASS CARDINAL N 11 8754979 GUIDE HINGE STEEL HOPPE v o 12 12001 0.650" HIGH WEATHERSEAL (ODS-650) VINYL AMESBURY D•_ o 0 13 D995 SILICONE GLAZING SILICONE DOW L0�a w o ZLJ 14 8034 ASTRAGAL WHITE RIGID3o PVC MIKRON CO, V1 o tnN�B m to 15 8034.1.1 ASTRAGAL REINFORCEMENT AL 6063-T5 INDALEX �i O�� 05 LOAD BEARING SHIMS (NOT SUPPLIED BY MANUFACTURER) CONSTRUCTED OF ___ F� w� _ 16 PURCHASE HIGH DENSITY PLASTIC OR BETTER --- W ]o ao Z�c7 ~ Z a 17 PURCHASE #10 WOOD SCREW INSTALLATION ANCHOR (SEE ANCHOR SCHEDULE SHT. 1) STEEL --- 5:5� 18 PURCHASE 3/16- TAPCON OR ULTRACON INSTALLATION ANCHOR SEE ANCHOR SCHEDULE SHEET 1 S TTW OR ELCO E�.. U I a 19 ---- #8 X 2" FLAT HEAD SCREW STEEL --- Q a 4, ZO(A 20 ---- #10 X 3/4" FLAT HEAD SCREW (ITEM USED BUT NOT SHOWN) STEELgdo� 21 ---- #8 x 1" FLAT HEAD SCREW (4 EA. HINGE) STEEL 22 ---- #8 X 1" WASHER HEAD SCREW STEEL --- � �o� 23 8754931 SET HINGE STEEL HOPPE wo O 24 02404 "J" CHANNEL STIFFENER (FULL LENGTH) STEEL HOMESHIELD a—-j ki 25 8752743 SHOOTBOLT STRIKE PLATE (DOUBLE DOOR) STEEL HOPPE 82 26 8784127 LATCH AND DEADBOLT STRIKE PLATE STEEL HOPPE of 10 1" O.A. INSULATED GLASS CONSISTING OF: EXTERIOR — INTERIOR 3/16" TEMPERED EXTERIOR GLASS; 0.473" AIR SPACE WITH CARDINAL SPACER; 113 1/8" ANNEALED, / 0.090" SENTRYGLAS BY DUPONT, 1/8" ANNEALED INTERIOR GLASS 7 MAX. 5/8" (LAMINATED BY CARDINAL) Robert J.Amoruso,P.E. 1 GLASS BITE FL P.E.No.49752 Digitally signed by 2 g'1 Robert J.Amoruso, 'P.E. ON:cn=Robert J. 7To �. N:LLa'WoKs Amoruso,P.E. __ .__— _ _ _ _ _ ____ _ Jet`m�.$' o=PTC Product. GLAZING DETAIL j:,{ Design Group,LLC 3$o mw u av f Wa 4=FL P.E.No. a12n4a o`� 49752„FBPE Certo :Auth 146'11'559 K”'< email=robert t[� corp.com,c=US Date:2015.03.09 ?r.�' 1520:56.04'00' O1 7415 O2 7316O3 4 7415.1.4 m PVC FRAME PVC PANEL 7415.1.2 I TERIOR THRESHOLD ALUMINUM FRAME m TYP. WALL THICKNESS 0.080" TYP. WALL THICKNESS 0.080" EXTERIOR THRESHOLD ALUMINUM FRAME TYP. WALL THICKNESS 0.070" TYP. WALL THICKNESS 0.080" $ a 5.643" 4.875" -I 0 I:: .5Q .461" 0 1 I a� 1.781" 1.715 0.970" 2.335" Ei rc 2.840"If � � 0.969" I 4.250"�Ia^ 2.527" U C7 n 7415.1.1 7316.1 8034 8034.1.1 8752743 a °r o 0 O5 O6 PVC ASTRAGAL ASTRAGAL ALUMINUM REINFORCEMENT SHOOTBOLT STRIKE PLATE f FRAME ALUMINUM REINFORCEMENT PANEL ALUMINUM REINFORCEMENT 14 15 25 w n O O O (DOUBLE DOOR) n -° TYP. WALL THICKNESS 0.080" TYP. WALL THICKNESS 0.080" TYP. WALL THICKNESS 0.080" TYP. WALL THICKNESS 0.080" zw o 2.347"-1 � TYP. WALL THICKNESS 0.080" m F�, a r T_ 780" 00-2 Zr m o(� 1.561 " W P; JCOV F I II 0.749" 2.188" 0.9I 0„ E=rc] p�0 g W�F z - T I 3.570" - 1.541 -� I-1.42" a c� log 0.687" C 3.031" Q W Sop " 02404 26 8784127 11 SET HINGE 8754931 W C �b 24 J' STEEL CHANNEL STIFFENER STEEL LATCH AND DEADBOLT STRIKE PLATE r Mix 23 GUIDE HINGE 8754979 o TYP. WALL THICKNESS 0.050" TYP. WALL THICKNESS 0.10" O M �o 1 p 1- 0.59" J� w & 0.600" 0.400„ 8.82"^I 1.99" -I- I" 1.99" w � 3 o C==3 o C--:D,. 1.30" �- ° g 1- -1 0.710" _T 3.82" ° 2.84" 4' °o DOOR GEAR O HOPPE MULTI-POINT ACTIVE TOPACTIVE TOP 1" DEADBOLT LOCK SET 8'0 EXTENSION 6'8 EXTENSION 8778331 8779195 8779031 •° ° INACTIVE DOOR GEAR •�y"o° a,- 1997447 Robert J.Amoruso,P.E. INACTIVE TOP INACTIVE TOP FL P.E.No.49752 6'8 EXTENSION 8'0 EXTENSION 8779043 apvfi`�c'e'Je "�c 8778459 n ssei A nn DigitallyslgnOS'rby Rob gJ.Amoruso, P.E. ON:en=Robert J.AtefoYuso,P.E o=PT,r',,,`• Product DR`slgn Group,LLC,ou=FL P.E.-q No,4051,FSPE Cert.of Auth.No,25935, eri6lidi6bert@ptc corp.com,c=US 15ate:2015.03.091521.09-04'00'