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Home My WebLink AboutProduct Approval a Lu ........r:. FOR G BCIS Home Log In Us r R istratio�r, Hot,o cs S b it u ch r ' tats&Facts I Publications Contact Us ! BCIS Site Map , Links Search F PUSER:lublAUppe bFlotda av ® LUCI00 � _ ;0- 'E90CC Product Approval Menu>Product or Application Search>Application List>Application Detail -= —�,-. ^s � a3 FL# IZI Application Type MAY 14 2021 Code Version Application Status ST. Lucie County, permitting *Approved by DBPR.Approvals by DBPR shall be reviewedan ed by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Regency Plus Inc Address/Phone/Email 2000 Locust Gap Highway Mount Carmel, PA 17851 (570)339-3374 tony@cwbyrpi.com Authorized Signature Tony Procopio tony@cwbyrpi.com Technical Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Carmel,SD 17851 (570)339-3374 joek@window-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/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2012 ASTM E1996 12a TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11409 R12 Equiv EERNo2518 Rev2 FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf Product Approval Method Method 1 Option A Date Submitted 11/06/2020 Date Validated 11/06/2020 Date Pending FBC Approval Date Approved 11/15/2020 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 R12 C CAC NI006320-117.pdf 1 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 R12 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 I FL11409 R12 AE PERNo2518 Rey FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf Created by Independent Third Party:Yes i I 11409.2 Series 5105 Series 5105 Impact Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11409 R12 C CAC NI006317.01.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 R12 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 R12 AE PERNo2518 Rev2 FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.pdf Created by Independent Third Party:Yes 11409.3 Series 5108 Series 5108 Impact Vinyl Fixed Window 3 Limits of Use Certification Agency Certificate Approved for use.in HVHZ:Yes FL11409 R12 C CAC NI009490-R5.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2027 i Design Pressure: +55/-55 Installation Instructions Other: FL11409 R12 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 R12 AE PERNo2518 Rev2 FL11409 3000- i 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 R12 C CAC NI011103-R3.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I Impact Resistant:Yes 04/30/2027 Design Pressure: +55/-65 Installation Instructions Other: FL11409 R12 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 R12 AE PERNo2518 Rev2 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 'Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11409 R12 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 R12 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 R12 AE PERNo2518 Rev2 FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.p� 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 R12 C CAC NIO11585-R3.pdf 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 R12 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 R12 AE PERNo2518 Rev2 FL11409 3000- 4000 5105 5108 5110 6613 7713 F ss.Ddf Created by Independent Third Party:Yes 8a�ck Pdext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer._Qpydght 2007-2013 State of Florida.::PrivaQy Statement::Accessibility,Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �Gheck ��v: of pit ProductiReport Rule 61G20-3 F.A.C. I Report No. 2518, Rev. 2 1 Project No. 420-0809 1 10/26/20 ( 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 7th Edition (2020) Florida Building Code Compliance Method: Product Approval Rule 61G20-3.005(1)(a)—Certification Mark or Listing Product Name, Model and/or Designation; Test Report No. and Installation Drawing No.: • 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 0 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 0 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 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 201-9lRobert 202-94 and TAS 203-94. ■ NCTL-110-16563-2 dated 10/15/13 to ASTM E1886-04/05 AND ASTM E1996-02/04/06/09/012 ■ 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 J.Amoruso, P.E., FL License Number 49752 PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 �► 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product l i t Rule 61G20-3 F.A.C. Re ort PJo. 2518 Rev. 2� p Project No. 420-01309 110/26/20 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 a Evaluation: • Anchorage engineering in accordance with the current edition of the Florida Building Code for 3000/4000,5105, 5.108,5110,6613 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: Extrusion and Impact interlayer code conformance based on the following. • Extruded rigid PVC by Energi Fenestration Solutions USA, Inc. per current Miami-Dade NOA to the current edition of the Florida Building Code.See Miami-Dade NOA listing here. • Kuraray America Trosifol PVB interlayer code conformance per current Miami-Dade NOA to the current edition of the Florida Building Code.See Miami-Dade NOA listing here. • Kuraray America SentryGlas(SG)interlayer code conformance per current Miami-Dade NOA 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 current Miami-Dade NOA 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 a 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. o and 7113 vinylixe in ow 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 as referenced in the current edition of the Florida Building Code)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. �sr PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775 ®iv 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Rule 61G20-3 F.A.C. I Report No. 2518, Rev. 2 1 Project No. 420-0809 1 10/26/20 1 Page 3 of 3 • 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. Certificate of Independence per Product Approval Rule 61 G20-3.009 PTC Product Design Group, LLC and Robert J.Amoruso, P.E.does not have,nor will acquire,any financial interest in the company manufacturing or distributing product(s)covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J.Amoruso, P.E.do not have,nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s)covered by this Product Evaluation Report. Evaluated By: Robert J.Amoruso, P.E. FL P.E. License Number 49752 PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 ram/ 321-690-1788 1 FBPE Certification of Authorization No. 25935 NOTES: IMGEN■/��'v= PLUS.) INC. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY SERIES 6613 IMPACT VINYL FIXED WINDOW HURRICANE ZONE(HVHZ). 2. WOOD FRAMING,2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE 4 DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING INSTALLATION ANCHORAGE DETAILS AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. O 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHERE 1X BUCKS ARE USED, O {p �dii\X 's IRl"WE ��iiDT{-1 INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO a 4" MAX 12" MAX - - - --` 4" MAX CONCRETEIMASONRY SUBSTRATE.WHERE 1X BUCK IS NOT USED,INSTALLATION ANCHORS O.C. WILL PASS THROUGH WINDOW FRAME INTO CONCRETEIMASONRY SUBSTRATE.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. 4" MAX T 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO THE FOLLOWING BY NATIONAL 1 CERTIFIED TESTING LABORATORIES,YORK,PA AND SIGNED AND SEALED BY ROBERT H. co 0 Z ZEIDERS,P.E. 4.1. NCTL-11 0-1 656 3-1 DATED 10/15/13 TO TAB 201,TAB 202 AND TAB 203. i 4.2. NCTL-11 0-1 65 6 3-2 DATED 10/15/13 TO ASTM E1886-04/05 AND ASTM E1996-02/04/06/09/012a. 'S it / 4.3. NCTL-11 0-1 6563-3 DATED 10/15/13 TO AAMANJDMAICSA 101/I.S.2IA440-05/08/11. ZO o / --- 2 5. MATERIAL: }Q ?�Z A�. 5.1. FRAME:EXTRUDED RIGID PVC. ,� w Z MAX O.C. / / / RAM ` 6. GLAZING: Z m:m X 4 < N FRAME -. 6.1. GLAZING DETAIL AS TESTED:7!8"NOMINAL O.A.IGU COMPRISED OF FROM EXTERIOR TO Vj 2 C-Z / HEIGHTM INTERIOR-LAMILITE OF 118"ANNEALED GLASS x 0.090"KURARAY AMERICA SENTRYGLAS/ �0-a>- w(SG)INTERLAYER x 1/8"ANNEALED GLASS,DESICCANT STEEL SPACER,5132"TEMPERED Ja CD w _ SACRIFICIAL LITE. INTERIOR GLAZED WITH SIKA SIKAFLEX 552 BACK-BEDDING(OR N F-L F U EQUIVALENT)AND A SNAP-IN TWO(2)LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD Z 2 Q ZZ / AND 9/16"GLASS BITE. Ul O Q a 6.2. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN 00 O>Z THIS PRODUCT APPROVAL DOCUMENT. L F J — M 0 o 2 �l- 6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMA/WDMA/CSA 101/1.S.2/A440 0o m Q SHALL BE ALLOWED PER ASTM E1300. w fO W ¢" MAX, 6.4. SETTING BLOCKS IF USED AND/OR WHERE REQUIRED BY THE CURRENT EDITION OF THE w w 1 FLORIDA BUILDING CODE SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER. W B GLAZING BEADS(GASKETS)SHALL MEET THE CURRENT EDITION OF THE FLORIDA ELEVATION BUILDING CODE AS REQUIRED. a EXTERIOR VIEW 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND NOTES: BORNE DEBRIS REGIONS. 1. MAXIMUM D.L.O.:90-5/8"X 42-3/4". p 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF ll16"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". Robert J.Amoroso,P.E. . ............_. -__ -.., .._....._._ .._........ . ,.._._... _.-._.... Florida P.E.No.49752 9. FOR ANCHORING INTO CONCRETEIMASONRY USE 3/16"HEX HEAD TAPCONS WITH SUFFICIENT TABLE OF CONTENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8"MINIMUM EDGE:DISTANCE AND V MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE SHEET DESCRIPTION DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 1 ELEVATION,ANCHORING AND NOTES ANCHOR LOCATIONS HAVE+1 1 TOLERANCE 2 INSTALLATION DETAILS 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE#10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" - - -........-- ---- ------ ----- . ----- ------ MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DESIGN PRESSURE RATING(PSF) IMPACT RATING DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. LARGE AND SMALL ! 11. FOR ANCHORING INTO METAL STRUCTURE USE#10 PAN OR HEX HEAD SMS OR SELF DRILLING +55,0/-55.0 MISSILE IMPACT SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN HVHZ,AND WIND ZONE 4,MISSILE LEVEL D ELEVATIONS AND INSTALLATION DETAILS ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 12. ALL FASTENERS TO BE CORROSION _.._.,,. 'RESISTANT. 13. 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: Group,L GrGr 13.1. WOOD-MINIMUM SPECIFIC GRAVITY(G)OF 0.42(NON-HVHZ)AND 0.55(HVHZ) PC Box pTc Product Cosign sign 13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI Longwood,FL 32752-077E 13.3... MASONRY STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM.WEIGHT WITH DENSITY> 321-690-1788 Info@ptocorp., 117 PCF - FBPE Certificate of Authorizai 13.4. METAL STRUCTURE:;STEEL 18GA'(0.0428"),33KSI OR ALUMINUM:6063-T5 0.048"THICK No:25935 INSTALLATION ANCHOR. WOOD INSTALLATION NOTES: SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: TYPE REQUIRED. 1.1. WOOD FRAMING o MIN. EDGE DISTANCE. SEE 1.2. STEEL STUD FRAMING AND 1.3. CONCRETE AND/OR MASONRY NOTE 5 THIS SHEET. MIN. ~ EMBEDMENT, SEE 2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO 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 CONCRETE/MASONRY 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 THIS SHEET. MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BF1{RING SHIM.SHIM WHERE SPACE OF O C_ 1/4" MAX. 1/16"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". PERIMETER SEAL r lSHIM SPACEIL] 5. SUBSTRATE ANCHORING METHODS:BY OTHERS 5.1. FOR ANCHORING INTO CONCRETFJMASONRY USE 3/16"HEX HEAD TAPCONS WITH SUFFICIENTLENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE Q o ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/_1" Z o TOLERANCE. Q §E 5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE#10 PAN HEAD WOOD SCREWS WITH CU 2 m W� X— SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4"MINIMUM LL — EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. v)_¢}o m Z ANCHOR LOCATIONS HAVE+/_1"TOLERANCE. J¢(LZ Z IL(7w>O i 5.3. FOR ANCHORING INTO METAL STRUCTURE USE#10 PAN OR HEX HEAD SMS OR SELF DRILLING C-�2 F- SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE z�0_ Q g INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS LU 000 V Q AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/_1"TOLERANCE. w.�F—co � vz HEIGHT EXTERIOREXTERIOR INTERIOR 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. N 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH w ASTM E2112. w m MIN. EMBEDMENT, SEE NOTE 5 THIS SHEET. 1/4" MAX. INSTALLATION ANCHOR. WOOD SHIM SPACE _ SCREW SHOWN. SEE NOTE 5 Ro6ert J.Amo uso,P.E. THIS SHEET FOR ANCHOR TYPE q Fbdda P.E.No.49752 REQUIRED. 1/4" MAX. MIN. EDGE PERIMETER SEAL--_T13 SHIM SPACE DISTANCE. SEE INTERIOR BY OTHERS O r NOTE 5 THIS SHEET. INSTALLATION I MIN. D SUBSTRATE BY EMBEDMENT, SEE �d OTHERS. SEE NOTE 5 THIS SHEET. NOTES 1 TO 3 INSTALLATION SUBSTRATE THIS SHEET. BY OTHERS. SEE NOTES 1 PERIMETER SEAL EXTERIOR TO 3 THIS SHEET. BY OTHERS MIN. EDGE DISTANCE. SEE i INSTALLATION ANCHOR. WOOD WINDOW WIDTH NOTE 5 THIS SHEET. SCREW•SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE HORIZONTAL JAMB CROSS SECTION PTC Product Design Group,I VERTICAL CROSS SECTION REQUIRED. WOOD FRAMING, 2X WOOD BUCK, PO Box 520775 WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME CONCRETE/MASONRY OR METAL FRAME Longvrootl,FL 32752-077_' 321 APPROVED PE Cert88 to o@pto-oorp, APPROVED FBPE ert grate Autho zal No.25935