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Home My WebLink AboutProduct Approval (5) 10/13/2019 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics ! Submit Surcharge Stats&Facts I Publications I Contct Us i Bt'R®�'ffiq� ED I �Search�` Florida 0",Product ApG�.L1 V L_ provalJAN 13 2019 USER:Public User dup- STLucie Count Permitting Product Approval Menu>Product or Application Search>gppiication List>Application Detail . yr n 9 +' FL# FL11409-Rll Application Type Revision Code Version 2017 Application Status Anoroved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived I) Product Manufacturer Regency Plus Incorpo 'j 14 opyS Address/Phone/Email 2000 Locust Gap High y !,, Mount Carmel,PA 17851 (570)339-3374 tonyp@conservationwindows.com Authorized Signature Tony Procopio tonyp@conservationwindows.com Technical Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel,SD 17851 (570)339-3374 joek@wi ndow-pros.info Quality Assurance Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570)339-3374 joek@window-pros.info Category Windows Subcategory Fixed 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/NWWDA101/I.S.2 1997 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuEBsxLzV2GSVfYts4zeeSNqxcl%2f%2bPB8AOpw%3d%a3d 1/3 10113/2019 Florida Building Code Online FL11409 R11 Equiv EERNo2518 Revl FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf Product Approval Method Method 1 Option A Date Submitted 05/12/2019 Date Validated 05/14/2019 Date Pending FBC Approval Date Approved 05/17/2019 Summary of Products FL# Model, Number or Name Description 11409.1 Series 3000/4000 Series 3000/4000 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11409 Rll C CAC NI006320-R7.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure:+70/-70 Installation Instructions Other: FL11409 R11 II RPLS0053 RevA 3000-4000 F ss.pdf Verified By: Robert J.Amoruso, PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL11409 R11 AE PERNo2518 Revl FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf Created by Independent Third Party:Yes 11409.2 Series 5105 Series 5105 Impact Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11409 Rll C CAC NI006317.0l.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2021 Design Pressure: +55/-55 Installation Instructions Other: FL11409 R11 II RPLS0054 RevA 5105 F ss.pdf Verified By: Robert J.Amoruso, PE FL PE No,49752 Created by Independent Third Party:Yes Evaluation Reports FL11409 R11 AE PERNo2518 Revl FL11409 3000- 4000 5105 5108 5110 6613 7713_E ss.pdf Created by Independent Third Party:Yes 11409.3 Series 5108 Series 5108 Impact Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11409 R11 C CAC NI009490-R5.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2027 Design Pressure: +55/-55 Installation Instructions Other: FL11409 R11 II RPLS0059-RevA 5108 F ss.pdf Verified By: Robert J.Amoruso, PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL11409 R11 AE PERNo2518 Revl FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf Created by Independent Third Party:Yes 11409.4 Series 5110 Series 5110 Impact Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11409 Rll C CAC NI011103-R3.pif Approved for use outside HVHZ:Yes ilance Contract Expiration Date Impact Resistant:Yes 04/30/2027 Design Pressure: +55/-65 ns a anon instructions Other: FL11409 R11 II RPLS0073 RevO 5110 F ss.pdf Verified By: Robert J.Amoruso, PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL11409 R11 AE PERNo2518 Revl FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf Created by Independent Third Party:Yes 11409.5 Series 6613 Series 6613 Impact Vinyl Fixed Window hftps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv8JygqZgWuEBsxLzV2GSVfYts4zeeSNqxcl%2f%2bPB8AOpw%3d%3d 2/3 10/13/2019 Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11409 R11 C CAC NI011688-R3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2027 Design Pressure:+55/-55 Installation Instructions Other: FL11409 R11 II RPLS0074 RevO 6613 F ss.pdf Verified By: Robert J.Amoruso, PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL11409 R11 AE PERNo2518 Rev1 FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.Ddf Created by Independent Third Party:Yes 11409.6 Series 7113 Series 7113 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL11409 R11 C CAC N1011585-R3.(�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2027 Design Pressure.+50.0/-50.0 Installation Instructions Other: FL11409 R11 II RPLS0075 RevO 7113 F ss.pdf Verified By: Robert J.Amoruso,PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL11409 R11 AE PERNo2518 Rev1 FL11409 3000- 4000' 5105 5108 5110 6613 7713 F ss.pdF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.gogy,Light 2007-2013 State of Florida.;:Privacy 5tatement;;Accessibility Statement:;Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you donot 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: https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtbgv8JygqZ9WuEBsxLzV2GSVfYts4zeeSNqxcl%2f%2bPB8AOpw%3d%3d 3/3 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: N1011103-R3 DATE: 05/14/2012 CERTIFICATION PROGRAM: Structural COMPANY: Regency CODE: 750-1 REVISION DATE: 05/08/2019 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 Regency Plus, Inc. Series 115110" 2000 Locust Gap Highway Vinyl Fixed Window Mount Carmel,PA 17851 Configuration:X Glazing:10-Interior-5/32"Tempered Glass/ Exterior-Laminate-1/8"Annealed Glass/0.090"DuPontPVl3 Interlayer/l/8"Annealed Glass Frame: W-1880mm(74") H-1219mm(48") Panel: W-1740mm(68.5") H-10831-nm(42.62") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +55/-65 psf ASTM E1886-05/E1996-02/06/09 Large Missile Impact Rated Wind Zone 4-Missile Level D Product Tested By: National Certified Testing Laboratories Report No: NCTL-110-14747-1/NCTL-110-14747-2/W-1901 Expiration Date: April 30,2027 5 .1 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 Product Evaluati®n Report Rule 61620-3 F.A.C. ! Report No. 2518, Rev. 1 ! Project No. 419-0301 1 5/3/19 1 Page 1 of 3 Product Manufacturer Product Name, Model and/or Description Regency Plus Incorporated 3000/4000 Vinyl Fixed Window 2000 Locust Gap Highway 5105 Impact Vinyl Fixed Window Mount Carmel,PA 17851 5108 Impact Vinyl Fixed Window 5110 Impact Vinyl Fixed Window 6613 Impact Vinyl Fixed Window 7113 Vinyl Fixed Window Florida Product Approval No.: FL11409 Code: Current Edition of the Florida Building Code including the 611 Edition(2017) Florida Building Code Compliance Method: Product Approval Rule 61G20-3.005(l)(a)—Certification Mark or Listing Product Name, Model and/or Designation; Test Report No. and Installation Drawing No.: a 3000/4000 Vinyl Fixed Window o Test reports and associated laboratory drawings by National Certified Testing Laboratories,Orlando,FL. ■ NCTL-210-2747-1 dated 1/7/02 to AAMA/NWWDA 101/I.S.2-97 o PTC Product Design Group Drawing No. RPLS0053,Rev.A,dated 1/22/18,signed and sealed by Robert J. Amoruso, P.E.; FL License Number 49752 • 5105 Impact Vinyl Fixed Window o Test reports and associated laboratory drawings by National Certified Testing Laboratories,York, PA. ■ NCTL-110-9699-1 dated 10/5/05,signed and sealed by Howard E. Rupp,P.E.to TAS 201-94,TAS 202- 94 and TAS 203-94. o PTC Product Design Group Drawing No. RPLS0054,Rev.A,dated 1/22/18,signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 a 5108 Impact Vinyl Fixed Window o Test reports and associated laboratory drawings by National Certified Testing Laboratories,York,PA. ■ NCTL-110-11363-1 dated 5/15/08(revised 9/3/08),signed and sealed by Howard E. Rupp, P.E.to TAS 201-94,TAS 202-94 and TAS 203-94. o PTC Product Design Group Drawing No. RPLS0059, Rev.A,dated 1/22/18,signed and sealed by Robert J. Amoruso, P.E., FL License Number 49752 0 5110 Impact Vinyl Fixed Window o Test reports and associated laboratory drawings by National Certified Testing Laboratories,York, PA. ■ NCTL-110-14747-1 dated 4/12/12,signed and sealed by Robert H.Zeiders, P.E.to TAS 201-94,TAS 202-94 and TAS 203-94. ■ NCTL-110-14747-2 dated 4/12/12 to ASTM E1886-05 and ASTM E1996-02/06/09. o PTC Product Design Group Drawing No. RPLS0073,Original Issue,dated 1/11/18,signed and sealed by Robert J.Amoruso, P.E., FL License Number 49752 0 6613 Impact Vinyl Fixed Window o Test reports and associated laboratory drawings by National Certified Testing Laboratories,York, PA. ■ NCTL-110-16563-1 dated 10/15/13,signed and'sealed by Robert H.Zeiders, P.E.to TAS 201-94,TAS 202-94 and TAS 203-94. ■ NCTL-110-16563-2 dated 10/15/13 to ASTM E1886-04/05 AND ASTM E1996-02/04/06/09/012a. ■ NCTL-110-16563-3 dated 10/15/13 to AAMA/WDMA/CSA 101/I.S.2/A440-05/08/11. o PTC Product Design Group Drawing No. RPLS0074,Original Issue,dated 1/11/18,signed and sealed by Robert J.Amoruso, P.E., FL License Number 49752 PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 r/� 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61620-3 F.A.C. I Report No. 2518, Rev. 1 I Project No. 419-0301 1 5/3/19 1 Page 2 of 3 • 7113 Vinyl Fixed Window o Test reports and associated laboratory drawings by National Certified Testing Laboratories,York,PA. ■ NCTL-110-15928-1 dated 4/12/03 to AAMA/WDMA/CSA 101/I.S. 2/A440-05/08 o PTC Product Design Group Drawing No.RPLS0075,Original Issue,dated 1/11/18,signed and sealed by Robert J.Amoruso, P.E.,FL License Number 49752 Engineering Analysis ft Evaluation: • Anchorage engineering in accordance with the current edition of the Florida Building Code for 3000/4000,5105, 5108,5110,6613 and 7713 Vinyl Horizontal Sliding Window signed and sealed by Robert J.Amoruso, P.E., FL License Number 49752. • Frame Profile Substitution per PTC Product Design Group Comparative Analysis Report No. 2594-1, Rev. 0,signed and sealed by Robert J.Amoruso, P.E., FL License Number 49752. o Evaluation formed basis for NAMI Waiver of Retest for frame profile substitution. Component Approvals: Impact interlayer code conformance based on the following. • Extruded rigid PVC by Energi Fenestration Solutions USA, Inc. Per Miami-Dade NOA No. 18-0122.02 or later to the Current Edition of the Florida Building Code.See Miami-Dade NOA listing here. • Kuraray America Trosifol PVB interlayer code conformance per the currently issued Miami-Dade NOA No.17- 1114.14 or later to the Current Edition of the Florida Building Code.See Miami-Dade NOA listing here. • Kuraray America SentryGlas(SG)interlayer code conformance per the currently issued Miami-Dade NOA No. 17- 0808.02 or later to the Current Edition of the Florida Building Code.See Miami-Dade NOA listing here. • Eastman Chemical Company(MA)Saflex PVB interlayer code conformance per the currently issued Miami-Dade NOA No.18-0301.05 or later to the Current Edition of the Florida Building Code.See Miami-Dade NOA listing here. Performance Testing: • As listed in test report summary above. Limitations £t Conditions of Use: • 5105,5108,5110 and 6613 Impact Vinyl Fixed Window o These products have been evaluated for use inside the High Velocity Hurricane Zone(HVHZ). o These products will not require an approved impact protective system when used in wind borne debris regions. • 3000/4000 and 7113 Vinyl Fixed Window o These products have not been evaluated for use inside the High Velocity Hurricane Zone(HVHZ). o These products will require an approved impact protective system when used in wind borne debris regions. • Refer to Product Installation Instructions noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Overall dimensions and material/grade of main product components,accessories,etc. o Illustrated diagrams of the attachment of the product to substrate structure. o Anchor type(s),size(s),substrate(s),embedment,edge distance,and spacing/locations. • Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design. • Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a licensed professional engineer or registered architect as required by the authority having jurisdiction. PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 /V/L. 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61620-3 F.A.C. Report No. 2518, Rev. 1 ! Project No. 419-0301 1 5/3/19 1 Page 3 of 3 o Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or registered architect acting as the design professional of record for the project of installation. Digitally Certificate of Independence per Product o�eese�cea Approval Rule 61G20-3.009 ��A� -. signed by PTC Product Design Group, LLC and Robert J.Amoruso, 0�w ',�eG 1'ds�'• �eeA P.E.does not have,nor will acquire,any financial 4 �0 49r52 :O Robert J. interest in the company manufacturing or distributing , `Amoru$o, P.E. product(s)covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J.Amoruso, '.6 P.E.do not have,nor will acquire any financial interest °r,y �Q �, �e�' ^� n in an other entity involved in the a 2019.05.09 y ty' approval process or testing of the product(s)covered by this Product Rr 10:55:51 -04'00' Evaluation Report. f ' Evaluated By: Robert J.Amoruso, P.E. FL P.E.License Number 49752 PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 r�L. 321-690-1788 FBPE Certification of Authorization No. 25935 REGENCY PLUS, INC. SERIES 5110 IMPACT VINYL FIXED WINDOW 0 r INSTALLATI®N ANCHORAGE DETAILS Lu o o s NOTES: a 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2. WOOD FRAMING,2X WOOD BUCK METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF 74" MAX FRAME WIDTH THE ARCHITECT OR ENGINEER OF RECORD. m ti 10" MAX3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHERE 1X BUCKS ARE USED,INSTALLATION ANCHORS WILL PASS THROUGH c LL 6" MAX 6" MAX WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE,WHERE 1X BUCK IS NOT USED,INSTALLATION ANCHORS N 0.C. WILL PASS THROUGH WINDOW FRAME INTO CONCRETE/MASONRY SUBSTRATE.DISSIMILAR MATERIALS MUST BE SEPARATED a WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT O(n �` w OR ENGINEER OF RECORD. Z O o 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO THE FOLLOWING BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK, Q Z PA AND SIGNED AND SEALED BY ROBERT H.ZEIDERS,P.E. ?:-no 4" MAX 4.1, NCTL-110-14747-1 DATED 4/12112 TO TAS 201,TAS 202 AND TAS 203. z n X¢ Q v 4.2, NCTL-110-14747-2 DATED 4/12112 TO ASTM E1886-05 AND ASTM E1996-02106/09. vJ(9 Z Z I S. MATERIAL: J 4 a Z p 5.1. FRAME:EXTRUDED RIGID PVC. IL F g~VU o a MAX O.C. 6. GLAZING: Z O Q 46 48" 6.1. GLAZING DETAIL AS TESTED:7/8"NOMINAL O.A.IGU COMPRISED OF FROM EXTERIOR TO INTERIOR-LAMI LITE OF 118" 0 uJ p O�Z MAX ANNEALED GLASS x 0.090"KURARAY AMERICA TROSIFOL PVB INTERLAYER x 1/8"ANNEALED GLASS,DESICCANT STEEL W.�F-—O FRAME SPACER,5132°TEMPERED SACRIFICIAL LITE.INTERIOR GLAZED WITH SIKA SIKAFLEX 552 BACK-BEDDING(OR EQUIVALENT) o Q / HEIGHT AND A SNAP-IN TWO(2)LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD AND 9/16"GLASS BITE. N W 6.2. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL w DOCUMENT./ w 6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMA/WDMA/CSA 101/1.S.2/A440 SHALL BE ALLOWED PER ASTM w E1300. I 6.4. SETTING BLOCKS IF USED ANO/OR WHERE REQUIRED BY THE CURRENT EDITION OF THE FLORIDA BUILDING CODE SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER,GLAZING BEADS(GASKETS)SHALL MEET THE CURRENT EDITION OF THE FLORIDA BUILDING CODE AS REQUIRED. ; 4" MAX. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. Robert J.Amoroso,P.E. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1116"OR GREATER Florida P.E.No.49752 ELEVATION OCCURS.MAXIMUM ALLOWABLE SHIM STACK 70 BE 1/4", EXTERIOR VIEW 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 3116"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112" NOTES: MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8"MINIMUM EDGE DISTANCE AND 1'MININUM EMBEDMENT INTO MASONRY 1. MAXIMUM D,L.O.:68-1/2'X 42-5/8".- WITH 2"MINIMUM EDGE DISTANCE,LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,ANCHOR LOCATIONS HAVE+/-1"TOLERANCE 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/B"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4"MINIMUM EDGE DISTANCE.LOCATE ANC14ORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+A 11TOLERANCE. TABLE OF CONTENT 11. FOR ANCHORING INTO METAL STRUCTURE USE#10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT SHEET DESCRIPTION LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE-/-1"TOLERANCE. 1 ELEVATION,ANCHORING AND NOTES 2 INSTALLATION DETAILS 12. ALL FASTENERS TO BE CORROSION RESISTANT. 13, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS DESIGN PRESSURE RATING(1'SF) IMPACT RATING AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 13.1. WOOD-MINIMUM SPECIFIC GRAVITY(G)OF 0.42(NON-HVHZ)AND 0,55(HVHZ) LARGE AND SMALL 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI +55.01-65.0 13,3, MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF PTC Product Design Group,LLC MISSILE IMPACT 13.4. METAL STRUCTURE:STEEL 16GA(0.0426"),33KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM PO Box 520775 Longwood,FL 32752-0775 HVHZ AND WIND ZONE 4,MISSILE LEVEL D 321-690-1788 nloQplomrp.com FBPE Coni 11.a.11.111. No.25935 INSTALLATION ANCHOR. WOOD SCREW SHOWN. SEE NOTE 5 INSTALLATION NOTES: THIS SHEET FOR ANCHOR 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: o TYPE REQUIRED. 1.1. WOOD FRAMING MIN. EDGE DISTANCE. SEE 1.2. STEEL STUD FRAMING AND NOTE 5 THIS SHEEP. MIN. 1.3. CONCRETE AND/OR MASONRY EMBEDMENT, SEE 2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO w INSTALLATION _NOTE 5 THIS SHEET. STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT SUBSTRATE BY OR ENGINEER OF RECORD. a OTHERS. SEE 3. '1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHERE 1X BUCK IS NOT USED,DISSIMILAR NOTES 1 TO 3 MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR 2 THIS SHEET. MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF q 1/4- MAX. 1/16"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". PERIMETER SEAL /�Q0 SHIM SPACE 5. SUBSTRATE ANCHORING METHODS: o Ll BY OTHERS 5,1. FOR ANCHORING INTO CONCRETE/MASONRY USE 3(16"HEX HEAD TAPCONS WITH SUFFICIENT 6 U) O LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8"MINIMUM EDGE a. DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE 0 w w ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+1-1" z o TOLERANCE. Q 3. _ 5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE/{10 PAN HEAD WOOD SCREWS WITH U 3'�L 7: Lu SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3l4"MINIMUM z(7 LL"Z ¢ N EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+1-1"TOLERANCE, Z aOw>O � Y 5.3. FOR ANCHORING INTO METAL STRUCTURE USE 410 PAN OR HEX HEAD SMS OR SELF DRILLING U ai U H' SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE z� INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS C7 VO U z F AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+1-1"TOLERANCE. U4 o F o w HEIGHTEXTERIOREXTERIOR INTERIOR 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. N it Z 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH W 1 ASTM E2112. fK cn MIN. EMBEDMENT, I SEE NOTE 5 THIS SHEET. {. 1/4" MAX. INSTALLATION ANCHOR. WOOD I SHIM SPACE _ SCREW SHOWN. SEE NOTE 5RoOod J.Amonro,P.E. n THIS SHEET FOR ANCHOR TYPE 11q REQUIRED. Florlda P.E.No.4W52 IU4 IlUll dol SKMES�y 44,�' � Sc\CEjv •O9G`P'• 1/4"-MAX. N 49752 0? �❑ SHIM SPACE MIN. EDGE -# r DISTANCE. SEE INTERIOR ='a ¢e PERIMETER SEAL '9• STA E O BY OTHERS NOTE 5 THIS [� %yo., r,•tu.� 21 SHEET. F•.<op;o,:�?•,. O ,,��Sp/ONA1-EFN`J INSTALLA pnma�� TIMIN. SUBST RATE BY EMBEDMENT, SEE �� DigitallyS:gn.- OTHERS. SEE NOTE 5 THIS SHEET: INSTALLATION SUBSTRATE—/ by.Robert J NOTES 1 TO 3 THIS SHEET. BY OTHERS. SEE NOTES 1 PERIMETER SEAL EXTERIOR AYYIOrUSO TO 3 THIS SHEET. BY OTHERS MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR. WOOD Date:ZO1 H.O2.O2 NOTE 5 THIS SHEET. SCREW SHOWN. SEE NOTE 5 —WINDOW WIDTH- 13:26:52-05'00' THIS SHEET FOR ANCHOR TYPE VERTICAL CROSS SECTION REQUIRED. HORIZONTAL (JAMB) CROSS SECTION PTC Product Design Group,LLC WOOD FRAMING, 2X WOOD BUCK, WOOD FRAMING, 2X WOOD BUCK, PC)Box 520775 CONCRETE MASONRY OR METAL FRAME A90-1788 FL 32p1_r75 CONCRETE/MASONRY OR METAL FRAME / a2t-s9a17se mfn®ptcc rp APPROVED APPROVED FBPE Cerdgcate of Autnodzadon N.25935