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Home My WebLink AboutPRODUCT APPROVALT BQS Home lug In User RegK[ratian f IXo[Ta". Submit Suzh.ge I State&Fac6 Pubiiotlans C fttaa Us acts sire Mao links i Seamb dk� ProducApproval i USER:bIcUser SCANNED Product 0.00mvai Menu > Ro^_uct or Pao'icatiae Sear<M1 > Poalrta[ion Lei > tail BY St. Lucie County � R # FL2 Application Type Rev Code Version 2017 Application Status A roved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext 4305 j0esher@easternmetal.com Authorized Signature James Flesher jesher@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblles 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 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 option A Date Submitted O1/19/2018 C Date Validated 01/19/2018 Date Pending FBC Approval Date Approved 01/23/2018 summarir of Products Model, Number or Name Description 22034.t 623/620 VINYL SLIDING DOOR, 623/620 VINYL SLIDING DOOR, IMPACT, HVHZ 96" X 96" IMPACT, HVHZ 96" X 96" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for u e s F 22034 R3 C CAC N1011134 04-R1 odf Quality Assurance Contract Expiration Date Impact Resi nt: Yes 09/30/2020 Design Plies ure: +65.0/-65.0 Installation Instructions Other: Frame terial to be r' ' C from Deceuninck North America AAMA Certified (DEP-1). GLAZING F122034 R3 11 08-03043A.odf Verified By: LUIS ROBERTO LOMAS 62514 INTERLAYER MEET THE REQUIREMENTS OF THE FLORIDA Created by Independent Third Party: Yes BUILDING CODE ACCORDING TO MIAMI-DADE NOA FOR Evaluation Reports KURARAY INTERLAYERS. FL22034 R3 AE 5139228odf Created by Independent Third Party: Yes Cn to as Its :: 2601 Dial, Soure Read. T,110,eaee R 32399 Phonet 850-487-1824 The Stall of Florida LL an A VEM empbyec 2002-20 3 stem of flmidu. :: Privacy Statement :: Ar a,iblhly Statement :: Refund Statement Under Florida law, email add rases are Public recods. If you do not at your e-mail address released In response to a public -records request, do not send electronic mall he MIs entity. Instead, tort Me office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'pumuant to Section 455.225(1), Florida statutes, addc a October 1, 2012, licensees Reemea under Chapter 455, F.S. must provide Me Department will an email address it In., have one. The emalls provided may he used far offidal mmmunicabon with Me licensee. flowever email addresses are public record. If you do at wish to supply a paranoid address, please provide Me De[arbnen[ whh an email address which ran be made available ro Me publid. To determine 0 you are a licensee under chapter 455, F.S., please cK& here . Product App�rmu.j1 A.PM: ® ��IrF.� lSw'� ER Credt Card Safe NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPUCABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM Ic NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE NO. 2 ELEVATIONS 3 — 6 INSTALLATION DETAILS RLV6gNi REV I DESCRTFOON I QUE I➢VRDYCD A I REVISED PER NEW REOUIREMENTS 01/18/18 1 R.L 15, FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 012 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE 012 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT.. 19. INSTALLATION ANCHORS -SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM. COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU-30KSI 1/8" THICK MINIMUM 20. APPROVED CONFIGURATIONS: OX AND XO. 623/620 SLIDING GLASS DOOR 96" X 96" IMPACT — HVHZ NOTES ORA": DWG No G.R. 08-03043 SCALE NTS DATE 02/21/17 SMELT G L ROSERTOLOMAS P.E. U:12WOODFORD ROLEWISVSLLE NC27oM 491-0"09 rlbnve'®Momespa.00m SIGNED: 01/18/2018 Luis R. Lomas P.E. FL No.: 62514 96" MAX FRAME WIDTH 12" MAX .1 6" MAX 6" MAX 6" MAX �^ � O.C. 6" MAX 1- 14" MAX O.C. 96" MAX FRAME HEIGHT A MAY 1_ Q X DESIGN PRESSURE RATING IMPAOTRANNu C" t65.0PSF LARGEANDSMALL MISSILE IMPART MISSILE LEVEL D, WIND ZONE 4 AND HVHZ WITN SILL EXTENDER NOTES: 1. MAXIMUM PANEL SIZE: 48 1/2" X 93 1/2" 2, MAXIMUM D.L.O.: 40 3/4" X 85" 6 MAX L 14" MAX D.C. 96" MAX FRAME HEIGHT L 6" MAX — 96" MAX FRAME WIDTH 12" MAX O.C. R 6231620 IMPACT PATIO DOOR EXTERIOR V/EW FIN INSTALLATION =66.OPSF IMPACTRATING LARGEANDSMALL MISSILEIMPACT MISSILE LEVEL D, WIND ZONE 4 AND HVHZ WITH STANDARD SILL REh5i0N5 REV DESC 'ON DAiE WRWED A REVISED PER NEW REQUIREMENTS O1/18/18 R.L. _ 6" MAX 1" 3/16" ANN .090" SG BY KURARAY 3/16" TEMP 3/16" ANN QUANEX DURASEAL OR CARDINAL XL EXTE*F%SIKAFLEX EDGE SPACER R SETTING BLOCKBRE (30096) 85 AL RUBBER BY CENTRAL RUBBER EXTRUSIONS 552 GLAZING DETAIL SEALANT I 623/620 SLIDING GLASS DOOR I 96" X 96" IMPACT — HVHZ ELEVATIONS lmuE NTS IDATE 02/21/17 ISHEET 2 OF 7 1 SIGNED: 01/18/2018 Luis R. Lomas P.E. FL Na.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1"0 1 9/16" MIN, EDGE DISTANCE --_ 1 3/8" MIN. EMBE MENT 1/4" MAX. SHIM SPACE #12 WOOD SCREW INTERIOR O O j/12 WOOD SCREW ❑ ❑ 1/4" MAX. SHIM SPACE o D O MIN, EMBEDMENT 9/16" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2XBUCK INSTALLATION 1 3/8" MIN. EMBEDMENT L- 9/16" MIN. EDGE DISTANCE #12 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT 1/4" MAX. SHIM SPACE REASONS DESCRIPRON REVISED PER NEW REOUIREMENTS INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCKINSTALLAHUN NOTES: 1. INTERIORAND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINTSEALANTBYOTHERS TO BE DESIGNED INACCORDANCE WITHASTM Elf 12 623/620 SLIDING GLASS DOOR 96" X 96" IMPACT — HVHZ INSTALLATION DETAILS DRAWN: DWG W. G.R. 1 08-03043 So'" NTS IDATE 02/21/17 1SHEET OF 7 L. ROBERTO LOMAS P.E. I492 WOODFORD RD LEWISWLLE. NO2M2J 434 069-0S09 tllames®Irlomeepe.rom DAIS I OPRWEO '18/I8 1 R.L. SIGNED. 0111812018 1 Luis R. Lomas P.E. I FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR BACKER & APPRI SEA STRU BY 0 7/8" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE #12 SMS OR SELF DRILLING SCREW 2 SMS OR LF DRILLING REW 1/4" MAX. SHIM SPACE 7/8" MIN. EDGE DISTANCE VEflTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE 7/8" MIN. EDGE DISTANCE #12 SMS OR SELF DRILLING Q Y-GiL SCREWS METAL STRUCTURE BY OTHERS BACKER ROD' & APPROVED SEALANT REVISIONS OESCRIMION DATE APPROVED REVISED PER NEW REOUIREMENTS OI/IB/18 IR.L. INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BY OTHERS, NOTSHOWNFORCLARITY. 2. PERIMETERAND JOINTSEALANTBY OTHERS TO BE DESIGNED IN A CCORDANCE WITH AS TM E2112 623/620 SLIDING GLASS DOOR 96" X 96" IMPACT — HVHZ INSTALLATION DETAILS DPPWN: No NO, REV G.R. 08-03043 A SLUE NT$ N`TE 02/21/17 s'a"4 OF 7 i SIGNED: 0111812018 Luis R. Lomas P.E. FL No.: 62514 RINSIONS 2 l/2" MIN. I�. REV ocscrtlmloN wTE APPRWED EDGE DISTANCE CONCRETE/ A REVISED PER NEW REOUIREMENTS 01/16/1B IR.L. MASONRY BY OTHERS 4 1 1/4" MIN. n u X BUCK EMBEDMENT 1 1/4" MIN. 1/4" MAX. OPTIONAL I EMBEDMENT SHIM SPACE SEE NOTES 3-7 SHEET 1 F ° 17�=l 1/4.. MAX. ° SHIM 2 1 SPACE MIN. BACKER ROD ° EDGE DISTANCE & APPROVED ❑ ❑ • e° ❑� SEALANT 1/4" TAPCON a ❑ ��q 0 1/4" TAPCON , e EXTERIOR D D • ❑ INTERIOR OPTIONAL 1X BUCK 0 SEE NOTES 3 — 7 SHEET 1 6 CONCRETE/MASONRY ... BY OTHERS BACKER ROD & APPROVED SEALANT 1/4" TAPCON 0 BACKER ROD ❑ ❑ & APPROVED o . SEALANT OPTIONAL 1% BUCK 1/4" MAX. o O SEE SHIM SPACE NOTES ET I SHEET CONCRETE/ 1 1/4" MIN. MASONRY EMBEDMENT BY OTHERS a•° °4 . 1 2" MIN. EDG ISTAI{G.E �flTICAL CROSS SECTION 111111 CONCRE7E/MASONRY IN6TALLA710N NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINTSEALANTBYOTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 t<I? 620 SLIDING GLASS DOOR X 96" IMPACT — HVHZ INSTALLATION DETAILS ONO NO. 08-03043 n9/91/17 ISHEET OF 7 SIGNED: 01/18/2018 1 Lu1s R. Lomas P.E. I FL No.: 62514 APPROVED SEALANT BEHIND FIN #10 WOOD SCREW 7/16" MIN EDGE DISTANCE OO 1 EXTERIOR 7/16" MIN EDGE DISTANCE #10 WOOD SCREW APPROVED SEALANT BEHIND FIN VERTICAL CROSS SECTION W00D FRAMING OR2X BUCKINSTALLATION 1 1/4" MIN. EMBEDMENT INTERIOR WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING BY OTHERS #10 WOOD SCREW 1 1/4" MIN. EMBEDMENT T APPROVED SEALANT BEHIND FIN 7/16" MIN EDGE DISTANCE 1/4" MAX SHIM SPACE RNSIONS OESCRIPIION REVISED PER NEW REOUIREMEWS INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION M1E APPROVED 18/18 R.L. NOTES: 1. • INTERIOR AND EXTERIOR FINISHES, BYOTHERA, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINTSEALANTBYOTHERS TO BE 1/4" MAX DESIGNED INACCORDANCE WIMASTME2112 SIGNED: 0111812018 SHIM SPACE _. WOOD 623/620 SLIDING GLASS DOOR It, D 6 96" X 96" IMPACT - HVH2 FRAMING INSTALLATION DETAILS A OFF*BY OTHERS 'DRAWN: MNO. RN.�OR10G.R.08503043 A �As/pNA110d 'r SME NTS 02/21/17 6 OF 7 LROBERMLOM4EP.E LOTS R. Lomas P.E. 1192IYOODFORO flOLEW19VILLE, NC 210YJ FL No.: 62514 5 1/i6" o'(,�:O=0 —T 2" o � Frame Head PVC.0901,Thick Frame Head (Fin) PVC .090" Thick 5 1/i6" qp 9-7 4=A=6Ebn I Frame Sill PVC .090" Thick 5 1/16" REV DESCRIPTION pMSION5 DALE MPROVED A 1 REVISED PER NEW REQUIREMENTS I 01/10/IB R.L. Frame Jambs PVC .090" Thick 4" I II II II 3 11/4" 2L..-u 3 I/a.. Frame Sill (Fin) Frame Jambs (FIN PVC .090" Thick PVC .090" Thick 1 3/4" ❑ SIGNED: 01/18/2018 Rkl41iyy 4" I� .. R .K P.....lq: vA 3'Kk". ��u.ERe rwwaE»n CEIV;p�:9�f�- Lull 623/620 SLIDING GLASS DOOR*• tAd 96" X 96" IMPACT — HVHZ y COMPONENTS `EA:•d\�"* Sash Frame s RE DnrE 0a So3�oa3 A rh�rONA11EN�� PVC.085"Thick NTS 02/21/17 7 OF 7 L.RQDERTCLOWSP.E. Luts R. Lamas P.E. F42W DF0R0RDLEW18V1LLE,NC2= FL No.: 62514 e r ¢ a scm Home ' Uo9 u, j user mgnusi S Hot Topi6 ? Submit Surcharge I Stair ® Fags Publications I, Cn ma es i BCIS Sim Map Unks 7 Search dbpr Product Approval USER: Pubic User SCANNED oroEuct Aeomvai Mene > Produtt er Pao �caton Search > Aoolkat Wn LKt > Appncation Derail BY 59-R4 ')t. Lucie County FL # FL177 Application Type E e Code Version 2017 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 7 Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800) 432-2204 Ext 4305 jFlesher@eastemmetal.com Authorized Signature lames Flesher jflesher@eastemmetal. com Technical Representative Jim Flesher Address/Phone/Email 10030 Bavaria Rpad Fort Myers, FL 33913 (800) 432-2204 jFlesher@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Slidin Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation 8, Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 - 2009 ASTM E1996 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By C Product Approval Method Method 1 Option A Date Submitted 04/10/2019 Date Validated - 04/11/2019 Date Pending FBC Approval Date Approved 04/18/2019 Summary of Products Node], Number or Name Description 17759.1 Series 623 HVHZ Vinyl Sliding Glass Series 623 HVHZ Vinyl Sliding Glass Door, Impact Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for u Z: Yes FL17759 R4 C CAC NI012526-R4 odf Quality Assurance Contract Expiration Date Impact Resist t: Yes 06/30/2024 , Design Press : +65 - Installation Instructions Other: Approved configurations: OXO, OXXO, Frame FI 17759 R4 II 08-02695B.odf material to be rigid PVC from Deceuninck North America Verified By: Luis R. Lomas, P.E. 62514 AAMA Certified (DEP-1). GLASS INTERLAYER COMPLIES Created by Independent Third Party: Yes WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Evaluation Reports CODE ACCORDING TO MIAMI-DADE FOR KURARAY FL17759 R4 AE 513471E ndf INTERLAYERS Created by Independent Third Party: Yes 17759.2 Series 623 Vinyl Sliding Glass Door, Series 623 Vinyl Sliding Glass Door, Impact Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17759 R4 C CAC NI011134-R2.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: +501-50 05/31/2021 Installation Instructions Other: Approved Configurations OXO. Frame material to be FL17759 R4 II 08-01671B .odf rigid PVC from Demuninck North America AAMA Certified Verified By: Luis R. Lomas, P.E. 62514 (DEP-1). Created by Independent Third Party: Yes Evaluation Reports A 17759 R4 AE 5123518 df Created by Independent Third Party: Yes contact Its :: 2601 lunu,Assid. Taiiiihm ee R 32399 Phone, 850-497,1824 The state of Florida a an AVEE0 employer. CoWnuft, 2007-2013 Spite of Flshma.:: privacy Statement :: Aibile,SYa :: Refund statement .Under Florida law, email addresses are public seconds. If you do not want your e-mail address released in response to a public -records mr best, do not send electronic mail to Mi. entity. Instead, contact Me office by phone or by traditional mail. If you love any ounces", please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes, effective edober 1, 2012, licensees licensed under Chapter 455, F.S. must .. Me Department with an email address if they one. The emails provided may be used for official cummunicatun in Me licensee. However email atltlresses are public record. If you do not wish m supply personal address, please provide Me Department with an email address which pan br U Ur e a eilable to Me public To determine if you are a licensee under Chapter Produce Approval AaepK: M in ® 99 Greeds (Card safe NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE, WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. MUST BE 6 COATINGX BUCK IS OR MEMBRANE. USED ELECTOINSIMILAR OF COATING RORSMEMBRANE IS THEATED WITH APPROVED WHERE RESPONSIB TY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8, FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 2 FOR GLASS DETAILS. 13, APPROVED IMPACT PROTECTIVE SYSTEM S NOT REOLIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 014 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. OF CONTENTS REVISIONS DESCRIPTION DATE MPROVED REMOVED FIN INSTALLATION 07/29/15 I F.L. REVISED PER NEW REQUIREMENTS 01/10/18 R.L. 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" CRETE FLEX WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .067" THICK MINIMUM 19, APPROVED CONFIGURATIONS: OXO AND OXXO. 623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE VINYL EQUAL LEG FRAME SLIDING GLASS DOOR NOTES — NOTES N.G. 08-02695 B 2 1 ELEVATION SCOLE NITS °"TE 04/16/15 svEEi1 OF 6 3 — 5 1 INSTALLATION DETAILS SIGNED: 0111012018 Luis R. Lomas P.E. FL No.: 62514 FF HE Itl< Ilv,m¢ ,nu.., 6 MAX 12" MAX O.C. I I I 6" MAX 12 MAX O.C. r- 0 x x 0 AX AME IGHT L 6" MAX I � 625.620 PD VINYL EQUAL LEG FRAME SLIDING GLASS DOOR EXTERIOR VIEW FRAME INSTALLATION RAPNG 1MPACTRA77NG rDE�SIGNPRESSURE 165.OPSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL U, WINU[UN= a, An nvnc — 6" MAX NOTES: 1. MAXIMUM PANEL SIZE: 49 3/16" X 93 1/2" 2. MAXIMUM D.L.O.: 40 3/4" X 85" 3. (4) 1" X 1/4" WEEP NOTCHES AT EACH CORNER OF EXTERIOR SILL AND INTERIOR TRACK LEG. REVISIONS DESCRIPTION OAiE MPROVED REMOVED FIN INSTALIATIDN 07/29/15 I R.L. REVISED PER NEW REQUIREMENTS 01/10/18 I R.L. 3/16ANN. " SG BY KURARAY " ANN. OR URASEAL/QUANEX PACER JBEAD GLAZING STRUCTURAL SEALANT SIKAFLEX 552 SETTING BLOCK (30096) 5/885 DUROMETER BY CENTRAL RUBBER EXTRUSIONS GLAZING DETAIL SIGNED: 0111012018 Apti Eastern04, 623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE VINYL EQUAL LEG FRAME SLIDING GLASS DOOR ELEVATIONS *� 0 �.Q f{y�+A�t¢ %?"E OF N.G. �D NTSNTS Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT OO EXTERIOR 1IIIIIrT'0 BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 5/8" MIN. EDGE DISTANCE I 1 7/16" MIN. EMBEDMENT 1/4" MAX. \SHIM SPACE ` #14 WOOD SCREW INTERIOR 5/8" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOTSHOWN FOR CLARITY. 2 PERIMETERANDJOINTSEALANTBY OTHERS TO BE DESIGNED IN ACCORDANCE WRHASTM E2112 #14 WOOD SCREW 1/4" MAX. SHIM SPACE 1 7/16' MIN. EMBEDMENT 1 7/I6" MIN. EMBEDMENT 1 5/8" MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS DESCRIVMN DAIE MPROVEO REMOVED FIN INSTALLATION 0]/29/16 REVISED PER NEW REQUIREMENTS 01/10/18 R.L. /4" MAX. SHIM SPACE INTERIOR EXTERIOR �- BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR2X BUCK INSTALLATION SIGNED: 0111012018 1 1623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSUREI VINYL EQUAL LEG FRAME SLIDING GLASS DOOR INSTALLATION DETAILS NTS JDAIE 04/16/15 5""3 OF 6 -""111%" I LROSERTOLOMASP.E LMIS R. LODI05 P.E. 142 WOODFORD RD LEWISVILLE, NC 27025 FL IN .: 62514 a00855-0509 Nlmnea®Lbmaepxcom METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT META STRUCTURI BY OTHER' 5/8" MIN EDGE DISTANCE I w 5/8" MIN _ EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREINSTALLARON NOTES: 1, INTERIORAND EXTERIOR FINISHES BY OTHERS, NOTSNOWNFOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE 12 SMS OR :LF DRILLING ;REW INTERIOR F- #12 SMS OR SELF DRILLING SCREW 1/4" MAX. SHIM SPACE 1 5/8" MIN. EDGE DISTANCE . T--/ #12 SMS OR J SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE PEVI6bN5 DESGRIPfN1N DATE .VPRWN REMOVED FIN INSTALLATION 07/29/15 R.L. REVISED PER NEW REQUIREMENTS 01/10/18 I R.L. INTERIOR \� EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION 623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE VINYL EQUAL LEG FRAME SLIDING GLASS DOOR INSTALLATION DETAILS DRAWN: IMG No. RSV N.G. 08-02695 B ISME NTS IDATE 04/16/15 19NEET4 OF 6 101�66&0609 SIGNED: 0111012018 1 Luis R. Lomas P.E. FL No.: 62514 1 3/4" MIN. I� EDGE DISTANCE CONCRETE/MASONRY BY OTHERS • , ° 4 '• 1 1/4" MIN. OPTIONAL 1% BUCK • • • ° EMBEDMENT SEE NOTES 3 - 7 --E SHEET 1 BACKER ROD II�� O 1IM MA%. & APPROVED I��I ..JJ��..LL--JJ�i�ryry� I SHIM SPACE SEALAM FI'-1 O III 11LLL `- 1/4" CRETE-FLEX /nl A-J TAPCON EXTERIOR II II I11 II Ill INTERIOR RETE-FLEX BACKER RODI!L4 N& APPROVED SEALANT AX.OPTIONAL 1X BUCKPACESEE NOTE 3 - 7 SHEET 1CONCRETE/MASONRYBY OTHERS7 7/4" MIN.EMBEDMENT 1 3/4" MIN. DGE DISTANCE RENSIDNS RLY OESCRIPTOI DRE A11—D A REMOVED FIN MSTALLATION 0]/29/10 R.L. B REVISED PER NEW REQUIREMENTS 01/10/18 R.L. 1 1/4" MIN. EMBEDMENT 1 3/4 •' �. •� �` SHIM SPAX ACE MIN. EDGE DISTANCE !,a 0� INTERIOR a 1/4" CRETE-FLEX p TAPCON p d OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD EXTERIOR & APPROVED CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCflETE/MASONRY/NSTALIATION NOTES: I. INTERIORAND EXTERIORFINISHES, BYOTHERS, NOTSHOWN FOR CLARITY. 2. PERIMETERAND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 I623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE I VINYL EQUAL LEG FRAME SLIDING GLASS DOOR INSTALLATION DETAILS Iu'A1E NTS Imn 04/16/15 15"EE'5 OF 6 1 SIGNED., 0111012018 Luis R. Lomas P.E. FL No.: 62514 ALUMINUM ASTRAGAL ATTACHED TO PANEL WITH a8 X 2" PH SMS 5" FROM EACH END AND 12" MAX O.C. THEREAFTER ASTRAGAL AND MEETING RAIL DETAIL PVC ASTRAGAL ADAPTER ATTACHED TO ASTRAGAL WITH #8 X 3/4" PH SMS 5" FROM EACH END AND 12" MAX O.C. THEREAFTER KEEPER #8 X 3" PH SMS TO ATTACH KEEPER TO PANEL 5" FROM EACH END AND 12" MAX O.C.THEREAFTER RENSIOtS REV DESCRNTION OAT[ MPROVEO A REMOVED FIN INSTALLATION 0]/29/15 R.L. B REVISED PER NEW REQUIREMENTS O1/10/IB R.L. w>vw..o.�Esrv.A...nnn . uxvwn unuwRewawa. 623 HVHZ PD W/IMPACT BRACKETS HIGH PRESSURE VINYL EQUAL LEG FRAME SLIDING GLASS DOOR COMPONENTS 08-02695 ,$CAFE NTS IDATE 04/16/15 ISHECT6 OF 6 1 SIGNED: 0111012018 Luis R. Lomas P.E. FL No.: 62514