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•ST. Lucie County, Permitting
--- ' - Product'ADDroval Menu>Product or Aoolica[lon Search>epplication List>Application Detail
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FL# FL11409-R11
Application Type Revision
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
Product Manufacturer Regency Plus Incorporated
Address/Phone/Email 2000 Locust Gap Highway
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@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
U. 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
https:/Iwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuEBsxLzV2GSVfYts4zeeSNqxcl%2f%2bPB8AOpw%3d%3d 1/3
10/24/2019 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 R11 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 Rev1 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 R11 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 F ss.pdf i
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 Rll 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 i
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 F1-11409 R11 C CAC NI011103-R3.12df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/30/2027
Design Pressure: +55/-65 Installation Instructions
Other: FL11409 R11 II RPL50073 RevO 5110 F ss.pdf
Verified By: Robert J.Amoruso, PE FL PE No.49752
Created by Independent Third Party: Yes
Evaluation Reports
FL11402 R11 AE PERNo2518 Rev1 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=wGEVXQwtDgv8JygqZ9WuEBsxLzV2GSVfYts4zeeSNqxcl%2f°/a2bPB8AOpw%3d%3d 2/3
10/24/2019 Florida Building Code Online
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL11409 R11 C CAC N1011688-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date j
Impact Resistant:Yes 10/31/2027 f
Design Pressure: +55/-55 _ Installation Instructions
Other: FL11409 R11 II RPLS0074 RevO 6613 F ss.pdf I{I
Verified By: Robert J.Amoruso, PE FL PE No.49752
r Created by Independent Third Party: Yes
Evaluation Reports
FL11402 R11 AE PERN02518 Rev1 FL11409 3000-
4000 5105 5108 5110 6613 7713 F ss.pdf
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 NI011585-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 R11 II RPLS0075 RevO 7113 F ss.pdf
Verified By: Robert J.Amoruso, PE FL PE No.49752
Created by Independent Third Party:Yes r
Evaluation Reports I
FL11409 R11 AE PERNo2518 Rev1 FL11409 3000- i
4000 5105 5108 5110. 6613 7713 F ss.pdf i
Created by Independent Third Party:Yes
63ck Haut
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2D07-2013 State of Florida.::Privacy Statement::Accessibility.Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The 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:
"`d LIMM® 99 M
t Cr�dlt Card -�
httpsJ/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv8JygqZ9WuEBsxLzV2GSVfYts4zoeSNqxcl%2f%o2bPB8AOpw%3d%3d 3/3
Product Evaluati®n Report
Rule 61620-3 F.A.C. I Report No. 2518, Rev. 1 I 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 6th Edition(2017) 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 101/1.5.2-97
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
• 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
■ 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
■ 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 ) PO Box 520775 1 Longwood, FL 32752-0775
r1 L 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluati®n Report
Rule 61620.3 F.A.C. I Report No. 2518, Rev. 1 [ Project No. 419-0301 1 5/3/19 I 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 Et 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 NAM[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 Et 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 ( PO Box 520775 ( Longwood, FL 32752-0775
/��L. 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2518, Rev. 1 I Project No. 419-0301 1 5/3/19 .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.
Digitally
Certificate of Independence per Product �aaeoees�c���
Approval Rule 61G20-3.009 e•��1�J�,tiRE�•- igned by
4-
PTC Product Design Group, LLC and Robert J.Amoruso, @`4�P'W.0`'��ENS��,g�04rs
P.E.does not have,nor will acquire,any financial ; Q N09�52 uR0 a Robert J.
interest in the company manufacturing or distributing , •'* tAmoru$o P.E.
product(s)covered by this Product Evaluation Report. dp. •t�� r
SAE 'QF Gia
_ . � : Dade• .�-�� v
PTC Product Design Group, LLC and Robert J.Amoruso,
P.E.do not have,nor will acquire any financial interest ��`a �Ow 6t�°' 2019.05. 9
in any other entity involved in the approval process orso
testing of the product(s)covered by this Product ` 10:55:51 -0400'
Evaluation Report_
Evaluated By:
Robert I Amoruso, P.E.
FL P.E.License Number 49752
PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
r1 L 321-690-1788 1 FBPE Certification of Authorization No. 25935
NOTICE OF PRODUCT CERTIFICATION
°r CERTIFICATION NO:. NI006317.01
DATE: 11/29/2005
i 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 "5105"
2000 Locust Gap Highway Vinyl Fixed Window
Mount Carmel,PA 17851
Configuration:O
Glazing:IG-3/16"Tempered Glass/Laminate-
3/16"Annealed Glass/0.100"'PVB Solutia Interlayer/
3/16"Annealed Glass
Frame: W-1829mm(72") H-1829mm(72")
DLO: W-1676mm(66") H-1676mm(66")
SPECIFICATION PRODUCT RATING
TAS 201/202/203-94 Design Pressure: ±2633 Pa (55 psf)
ASTM F588-02 Large Missile Impact Rated
FER-Passed Level 10
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-1 10-9699-1/W-1901
Expiration Date: September 30,2021 -
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
REGENCY PLUS, INC.
SERIES 5105 IMPACT VINYL FIXED WINDOW
a
rZ
INSTALLATI®N ANCHORAGE DETAILS W"
72" MAX FRAME WIDTH o z S
6" MAX 1 D" MAXNOTES: d
0.C. 6" MAX
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT LU E
a Lu
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
THE ARCHITECT OR ENGINEER OF RECORD.
6" MAX / / 3, IX BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHERE 1X BUCKS ARE USED,INSTALLATION ANCHORS WILL PASS THROUGH c
WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHERE 1X BUCK IS NOT USED,INSTALLATION ANCHORS
O
WILL PASS THROUGH WINDOW FRAME INTO CONCRBTEIMASONRY SUBSTRATE.DISSIMILAR MATERIALS MUST BE SEPARATED �-
/ / WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT O 0) w
OR ENGINEER OF RECORD. Z W a
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110-9699-1 <
MAX 0.C. DATED 10/5105,SIGNED AND SEALED BY HOWARD E.RUPP,P.E.BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA FOR 3,W Z
DETAILS. ?_2�X< < N
" z r ¢
5. MATERIAL: N=¢}?
72" 5.1. FRAME:EXTRUDED RIGID PVC. a¢a?O
}Ftj FUo S,
MAX 8. GLAZING: U w g UZ
FRAME 6.1. GLAZING DETAIL AS TESTED:15116"NOMINAL O.A.IGU COMPRISED OF FROM EXTERIOR TO INTERIOR-LAW LITE OF 3/16' Z U Q <Q
HEIGHT ANNEALED GLASS x 0.100'EASTMAN CHEMICAL SAFLEX PVB INTERLAYER x 3/16'ANNEALED GLASS,DESICCANT STEEL (9 p U fL Z
SPACER .13/16"TEMPERED SACRIFICIAL LITE.INTERIOR GLAZED WITH SIKA SIKAFLEX 552 BACK-BEDDING(OR EQUIVALENT) W J F—0
AND A SNAP-IN TWO(2)LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD AND 9/16°GLASS BITE. o a F-
/ 6.2. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVALry rn> b
DOCUMENT. WLU
6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMAIWDMA/CSA 101/1.52/A440 SHALL BE ALLOWED PER ASTM �W
/ E1300, w
6.4. SETTING BLOCKS IF USED AND/OR WHERE REQUIRED BY THE CURRENT EDITION OF THE FLORIDA BUILDING CODE SHALL BE co I
NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GLAZING BEADS(GASKETS)SHALL MEET THE CURRENT EDITION OF THE
/ FLORIDA BUILDING CODE AS REQUIRED,
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS.-8.
EGIONS.8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16"OR GREATER Robert J.Amoruw P.E.
6" MAX. OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". Flodda P.E.No.49752
9. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"
MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY
ELEVATION WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR
EXTERIOR VIEW LOCATIONS HAVE+/-1"TOLERANCE 11
NOTES: 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE#10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE
1. MAXIMUM D.L.O.:66"X 66". A 1 3/8'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN
ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
TABLE OF CONTENT 11. FOR ANCHORING INTO METAL STRUCTURE USE#10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT
LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314"MINIMUM EDGE DISTANCE.LOCATE
SHEET DESCRIPTION ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
1 ELEVATION,ANCHORING AND NOTES 12, ALL FASTENERS TO BE CORROSION RESISTANT.
2 INSTALLATION DETAILS 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:
3.1. WOOD-MINIMUM SPECIFIC GRAVITY(G)OF 0.42(NON-HVHZ)AND 0.55(HVHZ)
DESIGN PRESSURE RATING(PSF) IMPACT RATING 113.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
LARGE AND SMAL 13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY-117 PCF
+55.01-55.0 13"4, METAL STRUCTURE:STEEL 18GA(0.0428'),33KSI OR ALUMINUM 6063-TS 0.048"THICK MINIMUM PTC Product Deelpn Group,LLC
MISSILE IMPACT PO Box520 5'2
Lonfiwood,FL 32752.0775
HVHZ Mr D 20ME 4, E LEVrL D 321-690-1788 info@piotarp.com
FBPE Certi9cate of Autnodmlon
No.25935
INSTALLATION ANCHOR. WOOD INSTALLATION NOTES: m
SCREW SHOWN. SEE NOTE 5 o
THIS SHEET FOR ANCHOR 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
TYPE REQUIRED. 1.1. WOOD FRAMING o
1.2. STEEL STUD FRAMING AND
MIN. EDGE DISTANCE. SEE w
1.3. CONCRETE ANDlOR MASONRY u X od
NOTE 5 THIS SHEET. MIN. r ¢LL
EMBEDMENT, SEE 2. SUBSTRATE OPENING TO BE DESIGNED ANDANCHORED TO PROPERLY TRANSFER ALL LOADS TO w U p
INSTALLATION NOTE 5 THIS SHEET. STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT O O Z
o
SUBSTRATE BY OR ENGINEER OF RECORD. a¢
OTHERS. SEE 3. 1X BUCK OVER CONCRETEWASONRY IS OPTIONAL WHERE 1X BUCK IS NOT USED,DISSIMILAR a w
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. ¢ a
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF
_
1/4" MAX. 1116"OR GREATER OCCURS.MAXIMUM ALLOWABLE SHIM STACK TO BE 114".
QO ¢ o N
PERIMETER SEAL n SHIM SPACE 5. SUBSTRATE ANCHORING METHODS: - o w0
BY OTHERS I I 5.1. FOR ANCHORING INTO CONCRETEIMASONRY USE 3116"HEX HEAD TAPCONS WITH SUFFICIENT 8 M
EL
LENGTH 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 O
0 11
Q ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1" Z
TOLERANCE. } 3:
5.2: FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 410 PAN HEAD WOOD SCREWS WITH U ';3: uJ�
2mX–
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 314"MINIMUM Z l7–tZ
EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. uj x<-w >
ANCHOR LOCATIONS HAVE+I-1'TOLERANCE. J Q(L Z Z € z
0.0 5 0 o 2
5,3. FOR ANCHORING INTO METAL STRUCTURE USE#10 PAN OR HEX HEAD SMS OR SELF DRILLING >'F F F
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NOTE 5 THIS SHEET. SCREW SHOWN. SEE NOTE 5 13:27:55-05'00'
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, PO Box 520775
CONCRETE/MASONRY OR METAL FRAME CONCRETE/MASONRY OR METAL FRAME 321-890-17 0 FL 32info@p752-0775
APPROVED APPROVED FBPE Certificate of Autnodzatlon
No.25935