Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL3/14/2016 Florida Departmentof BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts Publications FBC Staff I BCIS Site Map Links I Search BusinBusines si I *@- Product Approval ProfeUSER: Public User Regulation SCR Product Approval Menu > Product or Application Search > Application List > Application Detail ��D ~ •p • I FL # FL251-1126 St. LU3 C) Application Type Revision C()Unty Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Florida Building Code Online W, PGT Industries 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 Method 1 Option A 09/14/2015 09/17/2015 Year 1994 https://w,vw.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGccXNhllcuHkp/pad 114 3/14/2016 Florida Building Code Online Date Pending FBC Approval Date Approved 09/20/2015 Summary of Products FL # I Model, Number or Name Description 251.1 SGD - 670 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 14-0123.11.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 14-0123.11.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 SGD - 670HP (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0106.07 HP.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0106.07 HP.pdf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1251.3 1 SGD - 680 (Non -Impact) I Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0609.11.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0609.11.3df (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1251.4 1 SGD - 770 (Large Missile Impact) I WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 14-0128.11 Door.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/17/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 14-0128.11 Door.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1251.5 1 SGD - 770HP (Large Missile Impact) I WinGuard Aluminum Sliding Glass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL251 R26 C CAC 15-0106.08 HP LM.Ddf Quality Assurance Contract Expiration Date 03/24/2020 Installation Instructions FL251 R26 II 15-0106.08 HP LM.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Certification Agency Certificate FL251 R26 C CAC 15-0106.09 HP SM.Ddf Quality Assurance Contract Expiration Date 03/24/2020 Installation Instructions FL251 R26 II 15-0106.09 HP SM.ndf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports https:lAvww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcr[FWoGccXNhllcuHk°/a3d 2/4 �pqg� 2 ��-f � fi� � �l i! €*�OZ ° <_ Pv+A►tiR!! T ¶ �iz { Er1GL l�€✓, l x c , 6IHE*u { T �am-am �WeGi✓! R"_8�aAaeK - OO a �` �c-z��2��i 9z -d oe Om��¶$� Vey �yooRAiu!!-� E ! [W7 [z0 3/14/2016 Florida Building Code Online Created by Independent Third Party: 251.7 SGD - 780 (Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0609.12.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/02/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0609.12.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0609.10 DR.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0609.10 DR.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-2770 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0409.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0409.02.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030 (Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0612.06 LM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0612.06 LM.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-3030 (Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0612.07 SM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0612.07 SM.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-5470 (Non -Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0409.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0409.04.odf .(NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.13 SGD-5570 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0409.02.Ddf https://www.floridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGccXNhllcuHk%3d 314 3/14/2016 Florida Building Code Online Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0409.02.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Sack Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If 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: W ® EClceck Elffil CreditSC�rFdE https:llwww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGccXNhllcuHkg/`3d 4/4 z-, zE- LLo=nW=8 y257 LLoor9±: !!> S£nnfiw*, tu9 } i=A�g�€£EnJ�, f�Laµo��eFH��d»bV*MI e_ptBTT �rjI�T<� M�£�-�►� II N]IlAl/* $ »u _PD♦{L»Trl�o_ef¶Il;�ziMVZa] �k0 MIAMI•DADE IIIA-MI—DADS COiNTY, FLORIDA st�11111 1,1111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Strcei, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) -.vnvny.miamidade.2ov/economy PGT Industries, Inc. 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to performm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series " 770-HP" Aluminum Sliding Glass Doors w / Reinforcements — S.M.T. APPROVAL DOCUMENT: Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD — S.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated 12/31/14 and latest update 03/05/15, signed and sealed by Lynn A. Miller, P. E., bearing the Miami —Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and expiration (late by the Miami — Dade County Product Control Section, MISSILE IMPACT RATING: Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 13-1009.06 and consists of this page 1 and evidence pages E-- 1, E 2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime'D. Gascon , P.E. NOA No. 154106.09 MIAMi•DAoE c�ourlrY � s Expiration Dite: March 24, 2020 Approval Date: March 12, 2015 i i 1 Page l riJ/g§+n : ia_j avgnoiLLAYt �4+-fa [Mbu7-LffWq+Mr 6+NnNYSZA$ LL Fq] J ¶£>=&-Ylr-O F\TMMAFVoo►IQ±e { ZIgAaaG'nk<<BEA n 6s-1-j rn j } ! 9*rIL lvz . C9* { -4) J eH: <<Ik rEV(p5- iI I �*2tKfrPiT i eayrn>%PSa-] UiPIIir- ��Q�Pg#��bB�f30p>_#®ry�E�aA�uA�n�s£eoi� LoZs#yc o • m <_Aeo �}Ef IiI� PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD — S.M.I.", sheets 01 tluough 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated 12/31/14 and latest update 03/05/15, signed and sealed by Lynn A. Miller, P. -E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7825, dated 06/10/2014, signed and sealed by Idalmis Ortega, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201=94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Doors (Samples A 3, A-4, B-3, B-4 and C -2), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -7468, dated 09/13/2013, signed and sealed by Martin D. Brinson, P. E. (Subinitted underprevious NOA No.13-1009.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) 'Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3:2.1, and TAS 202-94 along with narked up drawings and installation diagram of Alurninurn Sliding Glass Doors (Samples A-1, A-2, B-1, B 2 and C-1), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6019R., dated 12/29/09, revised, signed and sealed by Julio Gonzales, P. E. (Submitted rurrler previous NOA No. 09-082611) Jaime D. Gascon,'Tk E. Product Control Section Supervisor NOA No. 15-0106.09 Expiration Date: March 24, 2020 Approval Date: Mareb 12, 2015 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test.per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 94 along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors), prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-601.9 and FTL-6020, dated 08/10/09, both signed and sealed by Julio Gonzales, P. E. (Sub»ritted rn tler previous NOA No. 09-0826.12) 5. Additional reference supporting Test Reports No.'s ATI72138.01-401-18 and FTL--5254. (Submitted tinder previous NOA No. 09-082632) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by Lynn A. Miller, P.E. 2. Glazing complies with ASTM E1300-04109 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB GIass Interlayer" dated 03/12/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5"' Edition (2014), issued by manufacturer, dated 12/31/14, signed and sealed by Lynn A. Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 12/31/14, signed and sealed by Lynn A. Miller, P. E. 3. Department of State Certification of PGT INDUSTRIES, INC, as a for profit corporation, active and organized under the laws of the State of Florida, dated 01/27/15 and filed by the Secretary of State. 4. Laboratory compliance letter.for Test Report No. FTL-7825, issued by Fenestration Testing Laboratory, Inc., dated 06/10/14, signed and sealed by Idalmis Ortega, P. E. Jaime D. Gas co , P. E. Product Control Section Supervisor NOA No. 15-0106.09 Expiration Date: March 24, 2020 Approval Date: March 12, 2015 E-2 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEWMNTS (CONTINUED) 5. Statement letter of commitment, issued by manufacturer, dated 02/20/14, signed and sealed by Lynn A. Miller, P. E. (Sttbriititted raider p)•eviorrs NOA No. 13-1009.06) 6. Statement letter of conformance, complying with FBC-2010, issued by manufacturer, dated 10/04/13, signed and sealed by Lynn A. Miller, P. E. (Submitted underprevious NOA No. 13 1009. 06) 7. Statement letter of no financial interest, issued by manufacturer, dated 10/04/13, signed and sealed by Lynn A. Miller, P. E. (Srtbrnitted under previous NOA No. 13 1009.06) 8. Laboratory addendum letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory, Inc., dated 01/13114, signed by Manny Sanchez, CEO. (Submitted under previous NOA No. 13 1009.06) 9. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory, Inc., dated 09/13/13, signed and sealed by Martin D. Brinson, P.E. (Srrbmitted under previous NOA No. 13 1009.06) 10. Proposal, dated 06104/13, issued by the Product Control, signed by Jaime D. Gascon, P. E. (Srtbinitted un der previorts NOA No. 131009.06) 11. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15 27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming Rill professional and legal responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by Lynn A. Miller, P. E. (Submitted under previous NOA No.1.1-1018.15) 12. Laboratory compliance letter for Test Reports No.'s FTL-6019 and FTI!-6020, both issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, signed and sealed by Julio Gonzales, P. E. (Submitted underprevious NOA No. 09-0826.11) 13. Proposals No.'s 09-0177—A, dated 05/05/09, . B, dated 05/27/09 and —C, dated 05/27/09, all issued by the Product Control, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-0826.11) G. OTHERS 1. Notice of Acceptance No. 13-1009.06, issued to PGT Industries, Inc. for their Series "770 HP Aluminum Sliding Glass Doors w / Reinforcements — S.M.Y.", approved on 02/28/14 and expiring on 03/24115. Jaime D. Gascon, P. Product Control Section Supel-visor NOA No. 15-0106.09 Expiration Date: March 24, 2020 Approval Date: March 12, 2015 E-3 ENERAL NOTES: SERIES 770 H.P. SMI SLIDING GLASS D DESIGN PRESSURE RATING IMPACTRATING SEE TABLES 1 & 1A ON RATED FOR SMALL MISSILE 1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) I SHEET4 I IMPACT RESISTANCE GLASS STRENGTHS: T = TEMPERED INTERLAYER TYPES: PVB = .090" DUPONT BUTACITE PVB G9 -1" LAMINATED INSULATING GLASS: 3116" T EXT. CAP + 318" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" T GLASS WITH .090" PVB INTERLAYER. G9A -1" LAMINATED INSULATING GLASS: 114' T EXT. CAP + 5/16" AIR SPACE + 7116" LAMINATED: (2) LITES OF 3/16"—T GLASS WITH .090" PVB INTERLAYER. G 10 - 7/16" LAMINATED: (2) LITES OF 3/16" T WITH .090" PVB INTERLAYER. G10A- 9116" LAMINATED: (2) LITES OF 1f4" T GLASS WITH .090" PVB INTERLAYER. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 4.6. 4) SHUTTERS ARE NOT REQUIRED 30' ABOVE GRADE. 5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: TEST REPORTS FTL-5998, FTL-6005, FTL-7468, FTL-6012 & FTL-7825. ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONS, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 2 TRACKS BY 9 FT. (108") HIGH WITH MAXIMUM 4 FT. NOMINAL WIDE DOOR PANEL, MAXIMUM 4 PANELS. SEE EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2 & 7. D.L.O. WIDTH = NOM. PANEL WIDTH - 7" D.L.O. HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5.6: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4' THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Group Anchor Substrate Frame Member Min. Edge Distance Min, Embedment 1 1/4' Elva Ullmcon Concmle (min. 2.a5 k80 Read/511 mb F "/8' Ungmuted CMU, (ASTM G90) Jamb only 2-1/2' 1-1/4' Grouted CMU (ASTM C-90, min. 2 ksl grout) Jamb only 2-1/2" 1-3/4' 2 174' Elco 410 S.S. Elco, 4 ex C.IP.T. Concrete (min. 3.35 ksl) Head/SIII/Jamb 1' 1.314' Ungrouled CMU, (ASTM C-90) Jamb only 2-112' 1-1/4' Southern Pine (SG=0.55 /Jamb 1' 1.395' Concrete (min. 2.85 ksl) Slll 1' 14/8. 1/4' Eico Ullracan Ungrouled CMU ASTM C•90 only 1" 1-1/4' 3 #12, 18-8 or 410 S.S. SMS, (min. 11 Ihreadslln) P.T. Soul am Pine (SG=0.55) /Jamb 9116' 1-318• Aluminum, 6063•T5• IIJamb VHead/SIIIIJamb 3J8' 0.071' Steel, A36' UJamb 318, 0.050" Sleet Stud, A653 Gr. 33' VJamb 318, 0.0451" 1/4' Elca 18-8 S.S. Aggre-Gator Concrete (min. 3.275 ksl) IIJamb 1-1/2' 1.318' Ungrouled CMU, (ASTM C-90) amonly 2' Grouted CMU (ASTM C-90, min.2 kal grout) Jamb only P.T. Southern Pine SG=0.55) Head/SIII/Jamb 1" 1-3/8' 4 #12, Steel SMS G5, (min. 11 (hreads/In) P.T. Southern Pine (SG=0.65) HeadlSll#Jamb 9116, 1.3/8' Aluminum, 6063-T6• HeadlSlll/Jamb 3/8' 0.071' Steel, A36' HeadlSlll/Jamb 318' 0.050' Steel Stud, A653 Gr. 33" HeadlSll#Jamb 31W 0.0451- " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUdS I IAA I t I V Mtt I MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 IERAL NOTES AND MAP IES 770 H.P. ALUMINUM SGD - SMI t s� steer are.+nnb. N.P. NTS 1 1 10 1 POT0005 NOA DRAWING MAP SHEET NOTES.............1 DETAILS ............ 3 DESIGN PRESSURES.......4 ELEVATIONS ..................... 7 CONFIGURATIONS........... 7 VERT. SECTIONS..............8 HORIZ. SECTIONS............ 8 PARTS LIST ....................... 9 EXTRUSIONS ....................10 the Florida 0" 1- L N "/7OT 7 No.58705 0;1\* , S3SE 1F /LYNNVILL�n P.E. P.E.# 58705 MAX. UNIT WIDTH 96" MAX. UNIT WIDTH 145 5/16" MAX. MAX. DOOR e s /$ / s j DOOR 8 8 J J UNIT B B / / E UNIT B s / B / e HEIGHT / / HEIGHT 108" 108" XO, OX, XX M DC UI HEI 11 NO CHANGE THIS NO CHANGE THIS OXX, XXO, OXO nnnv "MIT WIDTH 191 112" A B F II NX. GHT l8" mM oxxo G G H APPROVED CONFIGURATIONS P.O. BOX 152E NOKOMIS, FL 34274 VATIONS IES 770 N.P. ALUMINUM SGD - SMI � sm smx u..Mu� H.P. NTS 2 d 10 PGT0005 RP.NMEU g,dlhlhe Florid.do J e��~ 2 } No. 58705 ' 1\� A. Ll�fJtS fdlKI, P.E. P.E.# 58705 :7 3/16" T GLASS 3/16" T GLASS DUPONT.090 PVB EXTERIOR 3/18" T GLASS DUPONT.090 PVB 3/8" AIR SPACE 74 3/16" T GLASS 74 3/16" T GLASS EXTERIOR 7/16" NO� 1" NOM. 82 8`i 3/4" NOM. �SS OM.GLASS 79 BITE 80 BITE 56 54 1" LAMINATED INSULATING 55 7/16" LAMINATED GLASS TYPES G10 GLASS TYPES G9 PVB = DUPONT.090" BUTACITE PVB 3/16" T GLASS 1/4" T GLASS EXTERIOR DUPONT.090 PVB 3/16" T GLAKINSULAING DUPONT.090 PVB 74 6/16" AIR SPACE 1/4" T GLASS 1/4" T GLASS 9/16" NOM. 1" NOM.EXTERIOR n 82 88 3/4" NOM. PRODUCT RENRNED 0 complyiFB wRh the Florida GLASS DolldiDZCode Aeceplarlce No -' 79 BITE 81 ale 17Q2 56 ED Mlemi Dadc Prodacl Cmam 54 IENS 1" LAMINA 9116" LAMINATED GLASS TYPES G10A ;\\�,��p�yY �,c GLASS TYPES G9A >i: No.58705 _0 11 Re.W9Y' J.J. M. 10112111 FmhWu: C NO CHANGE THIS SHEET 1070TECNNOLOOYDRNE Noxoaris,FL3az75 Ousa14W'' GLAZING DETAILS ST T •, �z O SOS F %'O�''•.,FtoRlol*,.•• ��': ��'s'S/OfVALE�G� JR m: 09/20/13 RnbWm BEADING B SERIES 770H.P.ALUMINUM SGD-SMI W. . �D JR 12131114 E NO CHANGE THIS SHEET P.O. eoK t528 NOKOMIS, FL 34274 ® A.LUI�h7MILL��2�P.E. P.E.N 58705 sa,wn.�ae SGD770 H.P. a Nr3 3 d 10 V—.. , PGT0005 E m-ftr SMC w.: 08105109 cnom"a . RJA ww. 07 I AULt l- Design Pressure (DP) and Anchor Quantities Required For all approved Configurations, Sheet 2 and Glass Types, Sheet 3) Door Unit Height Reinforced interlocks 80" 84' g0' 9w 102' 100' Heavy-duty Astragal 69.7/8' (DLO) 73.7/8' (DLO) 79-7/8' (DLO 87-7/6' DLO 91-718' DLO 97-718' (DLO Heavy -duly Stiles Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 1 2&4 3 1&2 3 4 1&2 3 4 1 2 3 4 1&2 3 4 1&2 3 4 DP (psQ +901-130 +901-130 +90/-130 +90/430 +901-130 +901-130 �� Heed13111 C5+2 CS+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5r2 C5+2 C5+2 C5+2 05+2 C6+2 C6+2 (DLO) Jamb 10 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 OP (psQ +901-130 +90/-130 +90/430 +901-130 +901-130 +90)-130 30' Head/Sill C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CSr2 C5+2 C5+2 CB+2 C8+2 C8+2 C6+2 C6+2 C6+2 C6+2 C7+2 C7+2 5 (DLO) Jamb 10 10 10 10 f0 10 10 12 10 10 10 12 10 12 14 12 12 14 12 OP (psQ +901-130 +DDI-130 +901-130 +901.130 +9pM30 +901.130 n.� HeadlSlll C5+2 CS+2 C5+2 CS+2 C6+2 CB+2 C6+2 C6+2 C6+2 C6+2 C7+2 C7+2 C7+2 2 �16 C7+2 C7+2 CBr2 C8+2 (DLO) Jamb 10 12 10 10 12 10 10 14 10 ��+2 10 14 10 12 12 12 18 12 z DP (psQ +901-130 +201-130 +9D1-130 +901-130 +901-130 +901-121.4 Head/SI11 C6+2 C6+2 C6+2 Ca+2 C6+2 C6+2 C6+2 C7+2 C7+2 C7+2 C7r2 C8+2 CB+2 C7+2 C8+2 C6+2 C7+2 C8+2 08+2 [48" (DLO) Jamb 10 12 10 10 14 10 10 14 10 10 10 1s 10 12 18 12 12 18 12 DP (psQ +901-130 +901-130 +901-130 +901-130 +901-118.6 +901-110 Head/Sill 06+3 C6+3 C6+3 C6+3 C7+3 07+3 C7+3 C7+3 C7+3 CO+3 C8+3 CB+3 CB+3 C7+3 CB+3 C8+3 C7+2 C8+3 C8+3 (DLO) Jamb 10 14 10 10 14 10 10 16 to 10 10 1 13 1 112 1 12 1 18 1 12 12 1 18 1 12 NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, D1VIUt 6Y Z t-UK rAlna I U 0c 11401ti-- / \ = EXAMPLE ON SHEET 5 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1/4" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET. 3.2 1/2", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 1/2" SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 1, 5 & 6 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. D.L.O. WIDTH = NOM. PANEL WIDTH - 7" D.L.O. HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" THIS SHEET NOKOMIS, FL 34275 P.O. BOX 162E NOKOMIS, FL 34274 t OH LENGTH I-- OH LENGTH = OH RATIO OH OH HEIGHT HEIGHT L O� 0 EQUAL TO 1 of OR GREATER SEE NOTE 3 HEAVY DUTY ASTRAGAL HEAVY DUTY STILES 65 66 w 62 Ill SIII Height to Max. (+) DP (Water Infiltration Rating) SIII Riser Height (+) Design Pressure, psf Flush-1-1/2, see note 3 Low - 2.112" + 46.67 Medium - 3-1/4" + 60.0 High -4° +90.0 SCC NU I CA 'I-J 770 H.P. ALUMINUM SGO - SMI sy,; a..rnw. NTS 4 a 10 1 PGT0006 Florida "0"' V LYNN \ x ' No.58705 or �•, S[o'�sr,V�� WRIO /ONAI- L� ` A. LqM MiU.t h, P.E. P.E.N 58705 Oa I rua [ >_ JLTVPizCii� -IST rOH ru } _µne6K9Tl • a 6YM: a6@<<k!! ' yqpJ-9 > Fth Lw5> mA* } } 5XSYm §--> ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHORS: SEE SHEET 1. 2. ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4: HEAD & SILL ................ 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL / INTERLOCKS ON SHEET 6. JAMBS ......................... 6" MAX. FROM BOTTOM AND 17.125" MAX. O.C. UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4. SEE "C8" CLUSTER -INTERIOR / -"+3" ANCHORAGE - — - — - — - — - — - — - — - — DETAIL, SHT. 6 ASTRAGAL ANCHORS PER PANEL" ARE THOSE INTERLOCK 7" MAX. I� 8" MAX. AT THE HEAD AND SILL BETWEEN 3-1/2" MAX. CENTERLINE t O.C. CENTERLINE _ I CLUSTERS OR THOSE BETWEEN A o 0 0 0 o" I CLUSTER AND A FRAME JAMB, o 0 0 0 -- " .051" 2.04 0 o 4 I I I 24" MAX. O.C. 3.5" MAX. O.C. 8" MAX. —�I �— CENTERLINE OF PANEL 1 I---- CENTERLINE OF PANEL 2 Imo— CENTERLINE OF PANEL 3 EXAMPLE OXX ANCHORAGE PLAN: C8+3 HEAD & SILL ANCHORAGE (3 PANEL 2-TRACK EXAMPLE SHOWN) = (25) ANCHORS TOTAL I (3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR GROUP 4 EXTERIOR �- — - — --- — - — - — - — - — - — - — - — - ---- -- -- — - --- - -- --- --- NO C8+3 = (36) ANCHORS TOTAL AT HEAD AND AT SILL 3 C8 3 C8 3 C8 3 " 6" MAX. "� 17.125" MAX. O.C. 1081, " MAX = , L-1, " x"n" x x1l, x 24"MAX. " x�. 6 J O.C. 8" MAX., TYP. L— C.L. ASTRAGAL MAX. 191 1/2" MAX. EXAMPLE OXXO ANCHORAGE PLAN: (4) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR GROUP 4 P.O. BOX 1528 NOKOMIS, FL 34274 TOTAL OF 12,(6 PAIRS) GROUP 4 ANCHORS PER JAMB (SEE SHEET 6 FOR PAIR O.C. SPACING) 770 H.P. ALUMIA NTS 11 5 1 11101 \\IlnUrr No.58705 k ;ro1c35�5 ca^ PLE PLANS r"I.:ORIOP. ' C,> .� ASS' • ..... p - SMI 11 xe. A. LYNN MILER, P.E. PGT0005 E P.E.# 58705 t NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, 2. METAL SUBSTRATES SIMILAR TO WOOD SUBSTRATES AS SHOWN. DIAGONAL, O.C. DIMENSION IS 4.051", SEE CLUSTER DETAILS, (APPLIES TO ALL ANCHORS). 21/16" ` 2x WOOD BUCK TYP., EDGE DIST., SEE ANCHOR NOTE SEE CHART 3, SHT. 1 INT. 7" —1 CENTERLINE 3.5 3.5 4.051" 4.051" SACK, 2.04" INT. ASTRAGAL OR INTERLOCK CENTERLINE T7" 7" 35". 1.75" 4.051" 7„ 2-TRACK. ASTRAGAL / INTERLOCK ASTRAGAL OR INT. — INTERLOCK CENTERLINE 1.75" 3.6" 7" — 2.04" 4.051" 3.6" 7" 2-TRACK. ASTRAGAL / INTERLOCK EXT. _ EMBED., SEE 5 ANCHOR CLUSTER - C5 6 ANCHOR CLUSTER - C6 CHART, SHT. 1 1/4" EMBED., SEE CHART, SHT. 1 - ►I INT ASTRAGAL I I INTERLOCK MAX. CENTERLINI SHIM 1/4" MAX. SHIM EDGE DIST., WOOD ANCHOR TYP., SEE IxWOOD SEE CHART 7 3.5" ANCHOR NOTE 2, SHT.1 BUCK TYP., SHT.1 DETAIL A, 2-TRACK W/ SCREEN FRAME HEAD SEE ANCHOR T WOOD INSTALLATION NOTE 3, SHT. 1 T �- CONCRETE : C ANCHOR TYP., uucmx�n4 —1 EDGE DIST., SEE ANCHOR 4.051" SEE CHART —jam--► 2-1/16" ` NOTE 1, SHT. 1 1' 2-TRACK, ASTRAGAL / INTERLOC' SHT.1 --CONCRETE 7 ANCHOR CLUSTER - C7 EDGE DIST., EXT. I"WOOD EMBED.,SEE EXT. DETAIL D 2-TRACK FRAME JAMB SEE CHARTCHA T, SHT. 1 CONCRETE INSTALLATION SHT. 1 2-1/16"' 14"2x WOOD BUCK TYP., SEE 1x WOODSHIMMA ANCHOR NOTE 3, SHT. 1 BUCK TYP., R TYP., SEE SEE ANCHOR EXT. ANCHOR NOTE 2, SHT. 1 EXTERIOR INTERIOR � NOTE 3, SHT. 1 r DETAIL B, 2-TRACK FRAME HEAD (ALL VERT. SECTIONS) J MAX'X. WOOD INSTALLATION EMBED., SEE SHIM CHART SHT 1 8ANCHOR CLUSTER -C8 2,06" 3R I 4.051" MIN. DIAG. I O.C. EMBED., SEE CHART, SHT.1 WOOD ANCHOR TYP., SEE EDGE DIST.,-CONCRETE ANCHOR TYP., ANCHOR NOTE 2, SHT. 1 1/4" MAX. SHIM SEE CHART SEE ANCHOR NOTE 1, SHT. 1 SHT.1 DETAIL F. 2-TRACK FRAME HEAD PRODUCE RI 1`I8NE0 .oemP1yin8wlththeFlorida CONCRETE INSTALLATION 2x WOOD BUCK TYP., SEE Duildin8 ca+d0 1/4" MAX. ANCHOR NOTE 3, SHT. 1 AOceptn0 sit SEE ANCHOR 2.1/16" • 8 0 0te ( EMBED., SEE 114" MAX. NOTE 5, SHT. 1) r GROUT AS REQ. CHART, SHT. 2-1H6"' (SEE ANCHOR I� WOOD ANCHOR NOTES,SHT.1) CONCRETE IvliemiD0deliodnctCOnlro^ EXT. _ TYP., SEE ANCHOR En. NOTE 2, SHT. 1 2x WOOD BUCK TYP., SEE r EMBED., SEE \����NX LYNN "IT. � I CHART, SHT. 1 , SGENs EDGE DIST., EXT. ANCHOR NOTE 3, SHT.1 Q • ..•' ' ., P SEE CHART DETAIL E. 2-TRACK FRAME JAMB CONCRETE ANCHORTYP., EDGE DIST. SHT. 1 WOOD INSTALLATION _I ' No.58705 DETAIL C. 2-TRACK FRAME SILL SEE ANCHOR NOTE 1, SHT. SEE CHART _ - WOOD INSTALLATION DETAIL G, 2-TRACK FRAME SILL SHT.1 C(- ffl50115�` CONCRETE INSTALLATION •, : ` Rra00y. Oa[e: RarlslHq:J.J.toitvll C NO CNANGE7HIS SHEET ANCHORAGE, EXAMPLE CLUSTERSF 0y: tmm: Rawtw 1070TECHNOLOOYORNE (� ••. (OR1GP,.• G� \ JR 0120113 D TEXT DIM REFERENCE POINTS NoxoMis, FL se276 RaM ey: tee: RMYmf: SERIES 770 N.P. ALUMINUM SGD - SMI �S`s/OI�A� � JR 12131114 E NO CHANGE THIS SHEET P.O. BOX 1529 awe ar"x u,wnxo. A. L4NN MIEL'AA, P.E o — mm: -- -- a w m NOXOMI$ FL 34274 0�:® WO1110 H.P. NT$ 6 d 10 PGT0005 E RES 68705 PANELLETTER K SINGLE INTERLOCK LOCKSTILE A SINGLE LOCKSTILE INTERLOCK D LOCKSTILE SINGLE INTERLOCK LOCKS7LE SINGLE M INTERLOCK LSINGLE ASTRAGAL INTERLOCK OUT (BOXCUT) L R ASTRAGAL SINGLE OUT INTERLOCK (eo NASTRAGAL SINGLE IN INTERLOCK IBoxouO CSINGLEULM ASTRAGAL INTERLOCK IN (eoxlrr) SINGLE FIXED P INTERLOCK LOCKSTILE FIXED SINGLE R LOCKSTILE INTERLOCK TASTRAGAL FIXED OUT LOCKSTILE (BOxom T ASTRAGAL FXEO _ IN _ LOCKSTILE 180"J) SFIXED ASTRAGAL LOCKSTILE OUT le0xou0 S FIXED _ ASTRAGAL LOCKSTILE IN PDXIN) NOTE: REINFORCEMENT (ITEM #66) REQUIRED AT ALL INTERLOCKS. 4 INTERIOR (ALL PANEL TYPES) ID EXTERIOR D.L.O. WIDTH = NOM. PANEL WIDTH - 7" D.L.O. HEIGHT= DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" NO CHANGE THIS SHEET JAMB DETAIL'K' OR'L', SHT. 8 & ANCHOR DETAILS'D' &'E', SHT. 6 INTERLOCK DETAIL'J', SHT. 8 ASTRAGAL DETAIL'M', SHT. 8 HEADER DETAIL T, SHT, 8 EXTERIOR & ANCHOR DETAILS W,'B' &'F', SHT. 6 191 10 MAX. UNIT WIDTH 41" MAX. NOMINAL D.L.O. PANEL WIDTH �rWIDTH 081. 97 7/8" MAX. D.Mj L.O. DOOR HT. UNIT TYP. HT. TYP. SEE FRAME & OM (Z TRACK) SILL DETAIL'H', SHT. 8 & PANEL CORNER ANCHOR DETAILS'C' & CONSTRUCTION 'G', SHT. 6 DETAILS BELOW SILICONE BY OTHERS #BX1° % PH SMS PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'D' 'P' SEE REINF. NOTE REINF. 3 #10 X 1.50" PH SMS PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES: 1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH = 48". SEE SHT. 8 FOR SECTION DETAILS AND SHTS. 4-6 FOR ANCHORAGE DETAILS. 2. MAX. DLO WIDTH = 41 "; MAX. DLO HEIGHT = 97 7/8", MAX PANEL HEIGHT=1061/8" 3. (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 'B TECHNOLOGY DRIVE PANEL TYPES /EXAMPLE ELEVATIONS NOXOMIS, FL 34276 nxs P.O. BOX 1629 SERIES 770 H.P. ALUMINUM SGD - SMI NOXOMIS,R34274 L�T- Stl1ebVo�1� �'' snoee a ��� SGD770 H.P. NTS 7 10 PGT0005 NOTE: 1. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS EQUALS 48" REN8W6D ¢ wOh thc Plodde11 I1111111) No. 58705 sT S ors •'NAl- 4): A/LYNN MILLEIR, P.E. P.E.tt 58705 ri a0J-�6=6<<f6i5rL* aOdrn"*NoinZ [@f 6mm�m@u-7 rlyq:@a&6A-1+8o066»a.4AG°yak L»V 1►jJ \ 62 111 63 61 66 65 66 113 ALL REINFORCED INTERLOCK DETAIL'J' 2 112 vl 45 52 51 53 DETAIL'N' SCREEN AT HEAD (2-TRACK SHOWN) SILL RISERS OPTIONS (SEE D.P. LIMIT TABLE 1A, SHEET 4 SEE SHEET 6 FOR FOR INSTALLATION DETAILS) 19 EXT. ��] 1.687' FLUSH BOX SILL RISER (NOT VALID FOR WATER INFILTRATION RESISTANCE) 18 EXT. 1.567' FLUSH FLAT SILL RISER (NOT VALID FOR WATER INFILTRATION RESISTANCE) DETAIL'O' SCREEN AT SILL (2-TRACK SHOWN) 21 EXT. 2.6155' J_ LOW BOX SILL RISER (2-1/2") 20 EXT. 2 555" LOW FLAT SILL RISER (2-1/2") NO CHANGE THIS SHEET' PART ILLUSTRATIONS (SEE SHEET 6 FOR FOR INSTALLATION DETAILS) GTH #10 X 3/4'. FULLLENGTH OFJAMB 6", @ 81 SPAN DETAIL'L' OPTIONAL CLIP W/ RETAINER #123 L'K' (FIXED PANEL) XTERIOR INTERIOR (ALL VERT. SECTIONS) 23 EXT. 3.3105' MEDIUM BOX SILL RISER (3-1/4") 22 EXT. 3.3I05' MEDIUM FLAT SILL RISER (3-1/4") NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 4(' DETAIL'P' SCREEN ATJAMB (2-TRACK SHOWN) 24 4.055' EXT. HIGH BOX SILL RISER 25 (4") 4.055" EXT. HIGH FLAT SILL RISER (4") 'i�l INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR MAX.108" 97 716' DOORUNIT MAX. DETAIL.1, HEIGHT DLO TYR DETAIL'H' IES 770 H.P. ALUMINUM SGD - SMI 1. 5� 6tex uryM HP. NTS 8 d 10 PGT0005 ASTRAGAL DETAIL'M' PRODUCE RONBWED w wmptying with the Florid - Building Code 4 C — f 4�/--�— �.•' �\GCNSF '•. F'P i �{'• No.5B705 .. 3 SC�5 u ST TEOF W. �S/ONA1 Er,\ A. MA I,(ILLER, P.E. P.E.# 58705 -30 I l l _M 2 TjffL i E Q aJ $ I a I!! qtc_ FYer6n■ 9 (II nP+e IP%¶iEJ $ lCs') ZA>=m\ao . 8U»&,�a } Ems\ 42 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 668 78RAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER-ST. STL. 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 61692 SCREEN SPLINE - .165' 52 1694 61694 SCREEN SPLINE - .150' 53 61816C20 SCREEN CLOTH 54 1726 1/2" X 4' X 1/16' SETTING BLOCK 55 1728 1' X4' X 1Il6' SETTING BLOCK 56 QUANEX/TRUSEAL DURASEAL SPACER (COMPOSITE SEALANT/DESSICANT) 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP.- THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 1 617328 1 INTERLOCK SCREW COVER 66 17346 1 617346 JINTERLOCK ALUM REINF. (PANEL - 9") Item D GT# PGT# Description 68 1 17339,1 617339 1HEAVY DUTY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71695 T1/2" X 1" X 314" HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL. ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOWA99,DOW-995ORGE-7700 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 76 71032X1FPFX 1110-32 X 1" FL. S.S. SCREW WI TYPE'F" TIP 77 7103239 D-32 STEEL ZINC U-NUT 79 17330 617357 1" 10 BEAD 80 17359 617359 7/16' BEAD / FWED PANEL CLIP 81 17360 617360 911W BEAD 82r 6TP247K VINYL BULB WEATHERSTRIP 83 1745 LOWE INC, 1/2" X 1116' SOL. SIDE ADH. TAPE, POLYETH. 100 48052 ROLLERADJ. HOLE PLUG 10172087 JAMB BUMPER 102 71696 DUSTPLUG 103 78186X 1'KEEPER 104 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FVED PANEL CLIP - 6' LONG 106 17345 617345 EXTERIOR FIXED PANEL RETAINER - 9116' 107 1739 71739 HANDLE KIT- INTERIOR RAISED WRH THUMB TURN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 7BI62SN HANDLE KIT -RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 71004PPSDAX #10X3/4' PH. PN. TEK-B.S. 112 1235 67816 WSTP, .270' X.170' -FIN SEAL 113 1712 64066 .187' X.230' FINSEAL 114 71OX115PPX #IOXI.112" 115 710XPPT #10 X 1" 116 72WX 0%20 X 1' S.S. 117 720X112X #14.20 X 1.5' S.S. 123 617352 617352 IFIXED PANEL RETAINER, 718' NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 3, 4, 9-10, 12, 13, 16, 17, 26-39, 57-60, 67, 78, 84-99 & 118-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. NO CHANGE NOKOMIS, FL 34276 P.O. BOX T629 NOXOMIB, FL 04274 PARTS ,ft N.P. I NTS 1 9 d 10 PRODUCT RENBNBD . uxnPlying prhhthe Florida Building Code A rl Arse WWCNo ;�� I.YNiN Ag \. Q ........,. �( } No. 58705 YF O sInTEOF- D - SMI S/ONN- �C p0'' A.IfYANMILLW P.E. PGT0005 E P.EN 56705 �I 1.303" I� " 0.718" -`I 1.050" yl 1.050" JII-jL 0.062" 0.611" 0.534" 0.325 0.062" a �-- 0.062" 0.062" 0 264" J FIXED PANEL CLIP/ INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (7116") GLAZING BEAD (9/16") (65) MAT'L:6063-T6 (5) MAT'L:6063-T6 (80) MAT'L:6063-T6 (81) MATL:6063-T6 4.125" = I I 6.198" 0.082" 1.304" 1,211" 0.081" Imo--- 3.26 -� I 2-TRACK HEAD SCREEN TRACK 0.232" TOP/BOTTOM BOTTOM RAIL (2) MAT'L: 6063-T6 (69) MAT'L: 6063-T6 3.979" 4" t 7" tuu, 0.062" -0.075" 0.133" 1 6" 1.645 FLUSH FLAT SILL RISER j-� (18) MAT'L: 6063-T6 Imo-- 3.125" I� 2-TRACK SILL W/ SCREEN TRACK 0.281" 083 " �- (8) MAT'L: 8063-T6 HEAVY DUTY STILE HEAVY DUTY ASTRAGAL 0 062" - . 1.0191, 1 1 (61) MAT'L: 6063-T6 (68) MATT: 6063 T6 L. 5.069" 1.654" SCREEN STILE 0.752" 0.709" 0.709" (40) MAT'L: 8063-T6 0.080" 0.080" Il 1.045" 0.080" I I I I� SILL TRACK -^" 0.863 U -. I L 0.550" 1.211"0.080" 1.254" (11)MAT'L:6063-T6 FIXED PANEL FIXED PANEL 1.081"Ir 1.993° 0.062" RETAINER, 7/8" RETAINER, 9/16" 2-TRACK HEAD 0.250" L r 0.8751' (123) MAT'L: 6063-T6 (106) MAIL: 6063-T6 (1) MAT'L: 6063-T6 REINFORCEMENT SCREEN TOP RAIL 0.750" (66) MAT'L: 6063-T6 (45) MAT'L: 6063-TO 1 993' --►I 0.232" -►) 0.750" (PANEL LENGTH - 9") L 0,062" 0.06Z' SCREEN BTM. RAIL1 (� 0.232" 0.062" --► (46) MAT'L: 6063-T6 0.750" 0.232" 3.305" F 0.062" --- F 0.9. 3.955" 4.055" I 3.205" 2.455" 2.555" 0.062" 1.567" ij 0.062 Ij 0.062" -�Ii - 0.06' -�I�- HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (24) MAT'L: 6OB3.T6 (23) MAT'L: 6063-T6 (21) MAT'L: 6063-T6 (19) MAT'L: 6063-T6 (20) MAT'L: 6063-T6 (22) MATT: 6063-T6 (25) MAT'L: 6063-T6 NO ADDED/EDITED BEADING NOXOMI3I FL.W276 ' P.O. BOX 1628 SERIES 770 H.P. ALUMINUM SGD - SM! NOCHANOETHIS SHEET - T area cre -, dro. NOXOMIS,FL34274 a 8OD770H.P. TS 10 °� 1D PGT0005 18" ����i�ONY • LYNN 44j" 77� �r:• No.1158705 '•,'r :�Q •� Siil71 A. LYNMMILLEYr, P.E. RE.N 58705 M AMI- MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 26'h Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590, F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.eov/uera/ PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami --Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. �DESCRIPTIQN: Series ��SH-702' Aluminum Single Hung�t'iado��-L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami —Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1, E 2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gasc 7 LEMIAMbDADECOUNkNo.11 1013.14Marclt26,201" `11 Approval Date: November 03, 2011 ��� Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 404020, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10105 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.01) t Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018. 01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-'94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked --up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08110105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.11-0128.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers," dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco i, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FI'L74723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, R E. (Submitted underprevious NOA No. 07-0322.06 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window - L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016, Jaime D, Gasc n, P. E. Product Control Section Supervisor -NOA No. I1-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 1 4oy%,-s1 ! •=Alcyb> F eNnL&0 Fi&uiI 16&Z - Lk, `-_Gr"1 ALq AfaRj V I UeU)-=naep-raIL8F1TF FiiTJ 0 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 5116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1I8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C. 6116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G.13116" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. © H. 13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. QM. 13116" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) Q3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Q7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL B. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). '0 TECHNOLOGY DUNE GENERAL NOTES NOKOMIS, FL 34276 >a: P.O. BQX 1629 �- AL LIM. SINGLE HUNG WINDOW, IMPACT NOKOMIS. FL 34274 Visibly Better s s 1-14TSi 1 1 11 om„wem,404020 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8-11 PRODUCT REVISED w cumPlYin6wilh mo Florida �� %II \. (F 'i i Q ; 56T05 `w ,0. a �OEIOF Z� g1P P: C9FLOgN A. LAMMILLA, P.E. FL P.E.# 68705 10.81 or 8, a is 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5116" NOM. 6/16" LAMINATED GLASS 1/2" NOM. GLASS BITE A NOTE: LAM] IG OUTBOARD LITES MAY BE UPGRADED TO 3116" WITH NO CHANGE IN DESIGN PRESSURE. DM. BITE C] EXTERIOR INTERIOR [!� (ALL SECTIONS) A�3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS N 1/2" NOM. GLASS SITE ,88 or 92 89,90 or 91 70 70 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 7/16" LAMINATED AIR SPACE AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS © 1/8" TEMPERED GLASSQ 13/16" NOM. 13116" NOM. 13/16" LAMI IG GLASS W/ 6/16" LAMI 13/16" LAMI IG GLASS W/ 7/16" LAMI 10107111 na D NO CHANGES THIS SHEET . GL.AZING DETAILS m• nawma,: f070 TECHNOLOGY ORNE 04101111 C CHANGED CAP GLASS TYPE TOTEMPERED FROM HS NOKOMIs,FL34276 '""" Ram aa. ALUM. SINGLE HUNG WINDOW, IMPACT 11112/06 B ADD ITEM 92 TO 6116 LAMI I.G. GLASS (AAA) A LAMI IG NOTE P.O. BOX "20 eawaaaoa a ea»: srrae ua.anrxi ,m: re"am .Hera: NOKOMIB, FL MV4 VWbly Better 8/1/06 J.J. 2/29/07 SH700 FUII 2 a 11 4040 20 rRODUCI'REVISED as complying with the Florida Building Code .. , �„ 0,y�YNN �* No W = "O,• � 'n StAjEOF�I iP•' V ��O�C� . •, FLOR��• • �� � ;�.�. A. Ll/N�NMILL'LF�t; P.E. FL P.E.# 58705 111 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH7 GLASS TYPE 63" 66" 68" 70" 72" 1 74" TABLE 1. 76" 48" A,B,M & +80,0 1 -00.0 1 +80.0 .80.0 1 +80.0 -80.0 +80.0 •80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -60.0 60" A,B,M +60.0 -8D.0 +80.0 -80.0 +80.0 -80.0 +8D.0 -80.0 +80.0 -60.0 +00.0 -80.0 +79.0 -79.0 62" A,B,M +80.0 -80.0 +60.0 -80.0 +80.0 •80.0 +80.0 .80.0 +78.8 -78.8 +77.3 -77.3 +76.9 .75.9 631161, A,B,M +00.0 -80.0 +80.0 •80.0 +79.8 •79.13 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 .74.0 UP TO 53118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 44" 60 618" 83" 72" 74" TABLE 2, 78" 48" A,B,M +80.0 •80.0 1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 .70.0 1 +70.0 -70.0 +70.0 -70.0. 60" A,B,M +80.0 .80.0 +00.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,S,M +80.0 •80.0 +80.0 -80.0 +80.0 -80.0 478.9 •70.9 +70.0 -70.0 +68.8 -68.8 +67.6 -67.8 631/8" A,B,M +80.0 -8D.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +08.0 -88,0 +66.7 -66.7 +65.5 -65.6 UP TO 63118" C,D,E,F,G,H,I,J,K,L +80.0 •80.0 +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 •70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION® TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX, WINDOW HT. WI SASH @ 76" FLANGED AND 75" INTEGRAL FIN) WIDTH GLASS TYPE 17 118" 1 2211/10" 1 28 3116" 1 33 314" 1 39 6116" 4413/18" 1 60 318" 1 6515116" 631/8" D.E.F.J.K.L +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +80.0 •80,0 +70.0 -70,0 +70.0 -70.0 GLASS TYPES: TEST REPORT A. 5/18" LAMI - (118"A,.090,118"A) FTL-4847, 4648 B. 6/16" LAMI - (1/8"A,.090,1/8"HS) FTL4647, 4648 C. 6/16" LAMI- (1/8"HS,.090,1/6"HS) FTL4647, 4848 D. 7/18" LAMI - (3/16"A,.090, 3/16"A) FTL4645, 4685 E. 7116" LAMI - (3116"A,.090, 3/16"HS) FTL4645 nu, ,uo n FT -ARdS "0" MEETING RAIL HT. "X" STH HT. MEETING RAIL S T H W Mr. "p MINUS -- SASH HT. HT. MEETING RAIL " SP SH G. 13/16" LAMI 10 -1/8" T, AIR SPACE, 5/16" LAMI • (1/8"A,.090,1/8"A) FTL-4848, 4723 H. 13/16" LAMI IG -118" T, AIR SPACE, 5/16" LAM[ - (1/8"A,.090,118"HS) FTL-4646 I. 13/16" LAMI IG -1/8" T, AIR SPACE, 5116" LAMI - (1/8"HS,.090,1/8"HS) FTL-4846 J: 13/16" LAMI 10 -1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL-4849, 4650 K. 13/16" LAMI IG -1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.09D, 3/16"HS) FTL-4649, 4650, 4958 L. 1311W LAMI IG -118" T, AIR SPACE, 7/18" LAMI - (3/16"H8,.090, 3/16"HS) FTL-4649, 465D In IM. 13116" LAMI IG - 1/B"A AIR SPACE 6116" LAM[- (1/6"A..U80 116"A)Ag\ I• IL-OuMi 1 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING V FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. JJ'. 10107/11 D HOCHANGES THIS SHEET DESIGN PRESSURES e"wr: 1070 TECHNOLOGY DRIVE JR. 04101111 C CHANGED CAP GLASS TYPE TO 7EMPERED FROM HS IMOMI8, FL 34V5 iO" F.K. 11/Ja/OS 8 REVISEDCUS MFORMATDPS.ADD'-v' UPDATEIESTN08 PO.BQX1620 -- ALUM. SINGLE HUNG WINDOW# IMPACT o■ro: p NOX&N FL 34274 Visibly Better sir. r,r 0..hv-a F.K. 01 05 J.J 2/P107 SM00 NTS 3 d 11 404P20 REVISED g wllh the * I1- 111111/ ` * No, 58705 n11 LLB %'p SLAT Z: :OX; •..• FL...... SSIONAL A. LYI�tVll�lll ��, P.E. FL P.E.# 58705 53118" MAX. FLANGED WIDTH® 521/8" MAX. I.F. WIDTH 49 5/8" MAX. FIXED DLO (ALL) DD T— 75" MAX, F 75" MAX. SEE DLO I I.F. A A I.F. TABLE — / p� HEI HT SEE DLO / HEI HT ® TABLE O / ,fl— 76" MAX. 76" MAX. FLANGED FLANGED 38 rygHEI HT � HEI HT SEE DLO TABLE X Mom' SEE DLO SEE (MAL X.) SASHT TABLE x j NO E 4 4 MAX. VENT DLO (ALL) DETAIL B DETAIL A VIEW (STANDARD SASH) 1 /1 B E� 75" MAX. I 75" MAX. HEIFHT E—j HEIFHT O / SEE DLO / SEE DLO TABLE j ® MAX, TABLE O / ®MA. FLANGED FLANGED HEI HT HEI HT I L SEE DLO TABLE X j I SASH SEE DLO TABLE X j SASH HEIGHT HEIGHT a DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES; 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. R..dW.. J.J. Del. 10107111 RaNakab: D NO CHANGES THIS SHEET m.dare ✓.R. • 04/01/1 f Re C NO CHANGES THIS SHEET 1070TECHNOLOGYDRIVE NOKOMIS, FL 34276 �T R BY F.K. Dab: 11113106 RaWbru: S ADD INTEGRAL FIN LF. VERSION, CHG. (VOTE 3 ADD NOTE 4. P.O. BOX 1629 D—W.. D.I. cas.v.ae aX: NOKOMIS, FL 34274 l4bibly Better F.K. 9/1/05 J.J. 2123/07 C� � C --j 0 j X j DETAIL C VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 34 1/2" 34 3/16" B 415/8" 411/4" C 41 1/4" 40 7/8" D 52 5/8" 52 11/16" E 1 52 1/4" 52 5/16" SASH LOW SILL HIGH SILL 341/2" 34 3116"27 N 7/16" 27 1/8" 277/16" 271/8" 16 3/8" 15 3/4" 16 3/8" 15 3/4" TABLE 5. ELEVATIONS IN: ALUM. SINGLE HUNG WI eonaanwen: ama: sn..e SH700 NTS 1 4 a 11 4040 20 75" MAX. I.F. HEI HT MAX. FLANGED HEI HT SEE NO E 4 REVISED %will, the T•laddD Ill III \� ��`..• �CENSE � is k go.513701 Q= LU TAT OF r' 2 10 A. LYifIdIN11LLLI�, P.E. 58705 F�:: MAX. FIXED L11 DAYLIGHT OPENING HEIGHT i L( 1 J OUTSIDE VENT DAYLIGHT 1WO7111 1�2.764"— l NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. 26 27 NOTE: BALANCE PARTS USED INSIDE INSIDE MAX. VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT n � 9,10,11,15,16 �I 7, 8 OR CHANGES THIS S CHANGES THIS S I.F. SECTIONS 8 607 v (LOW SILL) SEE NOTE ABOVE ULTRALIFT \12 ONLY 0 _m a rmw . ..... EM 10: 191 MOR 1 OUTSIDE —.MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS,& INSIDE 47 2.(46 HIGH SI L T23 LOW SII•L HIGH SILL 48 LOW SILL �L HEAD 68 f�2.710­—] ®I.F. FRAME II I� 53 OUTSIDE (HIGH SILL) 54 ULTRALIFT 12 ONLY SECTION C-C ALTERNATE HIGH SILL RADIUS TOP (HEAD DETAIL - FLANGED VEf RIVE 'NOECHNOLOOY OSECTIONS OO— ALUM. SINGLE HUNG WINDOW, IMPACT P.O. agX 1529 � NOKOMIS. FL 34274 Visibly Better S m_ _o Half 6 a 11 w4040-20 2. REVISED is wills rho Florida idc , No 7Jeto VYNN MI(�Fi,�i Qom; •. SIONN- A. LYU 'MIL111M0, P.E. FL P.E.# 58705 ITEM DWG# . DESCRIPTION POW 1 4002A FLANGE FRAME HEAD 012225 2 1166 #8 X 1.000 QUAD PN. SMS 781 PQA 3 40030 FLANGE FRAME SILL (LOW SILL) 612226 5 1828 . ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS)1.128 LONG 612244 9 4020 SPIRAL BALANCE, 3/8", 5/8", OR 11116" 10 1080 BALANCE COVER, 318" OR 618" 6BALCVR916 11 #8 X.750 PH. PN. SMS 7834M 12 BALANCE BOTTOM BRACKET 78PLTBKT 13 108611086 SASH TOP GUIDE 42504 15 #8 X 1 PHILLIPS FLAT HEAD S. STL 76X1 FPAX 16 1080-1 BALANCE COVER.11/16" 68PLCVR670 17 4053 SASH STO COVER 84053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8.32 X 1/2" LG. PH. FH. TYPE F S. STL 7632X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 40060 SASH TOP RAIL 64008 25 1235 WSTP.,.170 X,270 BACK, FIN SEAL 678160 26 1098 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7658 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP„ BULB VINYL STP249 31 4008 SASH ID RAIL 812231 34 1268 SASH ACE GUIDE 42501 35 1622 LAMI SETTING BLOCK 3/32" X26/64" X 1" 71822K .36 1052 LAMI IGSETTING BLOCK 1"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB(THICK) 6TP247W,K 38 1226 VINYL GLAZ, BEAD BULB (THIN) 6TP24.0K 41 40398 GLAZING BEAD, 6116 LAM. GLASS. 84039E 42 40448 GLAZING BEAD, 6/16 LAMI W/GRILL KIT 644703 44 4222A GLAZING B , 7116" LAMI 64222 45 985C GLAZING BEAD, 7116" LAMI W/GRILL KIT 6986 46 4087 GLAZING BEAD, 13/16" LAMI I.O. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, LF. HIGH SILL 64073 60 4074B FRAME, I.F,JAMS 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 78PRNG 64 2740 SILL LATCH (EGRESS)(HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEY WIRINGS 71630 67 1831 SCREEN CORNER. KEY W/OUT RINGS 71031 58 1073 SCREEN SPRING 7CASP 59 1624 ISCREEN SPLINE-.135 DIA FOAM 61624K SHEET P.O. BQX'T NOK0MI9 FL 30.4 9 AM J1 J� n a J 2.784 1.130 .082 47 FRAME, I.F. HEAD ® #4071A,6063-T6 ® 48 FRAME, I.F. LOW SILL #4072A,6063-T6 2,374 .062 NOM —+- THICKNESS q 71 2. 1 IC IL THICKNESNES S FRAME, I.F. JAMB ® 49 FRAME, I.F. HIGH SILL '1�� #4074B, 6063-T6 94073A, 6083-T6 (USED AS RADIUS TOP HEAD) -ift ,-fl PARTS LIST Visibly Better SH70D NTg B a 11 4040.20 D. PGi# PRODUC! REVISED a9wT yftwith We r1arida BandiagCadc Il�ln `�. (NN MIC(FR''�i� t° EI F 2; Al FSSIONP� A. LY& MILlLEO.E. FL P.E.# 58705 z I�-2.784•►� T 1.36� 3 .062 O FLANGE FRAME HEAD #4002A,6063-T6 062—P 2,830 � 0 If-2.784 --�{ 1.749 O FLANGE FRAME SILL (LOW) #4003C,6063-T6 121.710 1 �-1.513-►I 738 062 .062 .490 .040 O SASH ' FLANGE FRA 6 ME JAMB O #4025 o30P 17 SASH 53 6 63OVER #4004(USED AS RADIUS TOP HEAD) 1 1.342 .062 P 2.155 21 FIXED MEETING RAIL #4054A,6063HD-TB AS 1-2.279 2 326—� —� � T 1.707 .082 1.979 .062 1 Q�I.F. FRAME 1 or 47 I n 2 23 SASH TOP RAIL 28 SASH BOTTOM RAIL (LOW) #4006C,6063HS-T6 #4007.6063-T5 05� 678 1.096 L455 l� _iLL��� T 44 GLAZING BEAD 7/16" #4222,6063-T5 I� 2.784 69 FLANGE FRAME SILL (HIGH) #4050A,6063-T6 10107111 1 D I NO CHANGES THIS SHEET SEALANT ALONG ENTIRE JOINT I.F. FRAME A 6or50 WELD 6or50 r ALONG SEALANT OR GASKET111111 )V ... BOSS (2) AT HEAD AND SILL VIEW D-D VIEW E-E VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION .0501 1.165 FL .678 1.096 .062 1•349 41 (,SING BEAD, 5/16" #40398,6063-T5 31 SASH SIDE RAIL #4008,6063-T5 68 SASH BOTTOM RAIL (HIGH) #4051A,6063•TS NOKOMIS, FL 34276 P,O. BQX 7328 NOKOMIS, FL 34274 I JL 678 .050— 46 1.116 45 GLAZING BEAD, 7/16" #985C,6063-T5 (USED W/ GRILL KIT) i 678 .050—► 1.096 ���I 42 GLAZING BEAD, 5/16" #4044B, 6063-T5 (USED W/ GRILL KIT) 8i 050 —I�1.097 #4067, 6063-T5 EXTRUSIONS & FRAME CORNER DETAIL -41116a.Z111—I ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Better H91f e 7 m 11 -1--na 4040 20 PRODUCT: REVISED oa complying with the Florida Btlilding Coda Acceotonco No 1111I11! �YNN Ml 4N i ti`Z` OENSE * ; No,58705 �cfY� W_ LU� NNL A. LYNLLIN P.E. FL P.E.# 5B705 H! $—P I LiLLZu-gCOSNM/tgL,-;;5AT c6g6 rIMfi5ei0L-Ex- 16fXx9WAlr—LVLT ! �� � E II�g�� �e��►� �# c��� ��OL �—c EE,wcg ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE S. WINDOW HEIGHT SUBSTRATE",.­_-28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 M O N Z Z M O N Z— Z M O N Z.- z M O N Z— z `"k O N Z Z `h O N Z.- Z M O N'Z _ Z M 0 N Z Z WINDOW GLASS i0 OT0N0 0 0C4 0 ONO O ONO O- ONO O VNO O ONO V'-O WIDTH TYPE C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1 2 1 1 1l1 1 2 1 1 12 2 2 1 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 19.125 1 1 1 1 1 1 1 1 1 1 A,B,M -1_ -11_-1 _1 121111121112221222222222222222222222222222232233 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 _1 _1 1 1 1 1 1 1 H,I,J,K,L 1 211 1 21 21 21 2221 222222222222222232222232223332233 24.000 1 1 1 1- 1 1- 1 A,B,M 1 2 1 1 1T2.1 _1- 2 1 2 1 2 -1 2 2 1 2 -1- 2 2 -1 2 2 -1 2 2 -1- 2 2 -1 2 2 2 2 -1- 2 2 -1- 2 3 -1 2 2 -1 2 2 2 3 2 2 2 3 3 3 - 2 2 -1 - 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,K,L 1 21 22 22 31 222231 _1 2232322232 _1 32223 _1 332233343233343344 32.000 1 1 -1 1 A,BM 1212222312222312232322232 34332223332233343233344 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 _1 2 2 1 2 H,I,J,K,L 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 A,B,M 2 2 1 F2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _fi42 2 2 2 2 2 2 2 40.000 H,I,J,K,L 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 4 2-_T 3 3 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ABM 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 - 2 2 2 2 - 2 - .._ 2 2 - ._....._ 2 - 2 - 2 .._ - 2 2 2 - 2 - -- 2 - - 2 - --- 2 -- - 2 -- - 2 - 44.000 H,I,J,K,L 22222223222323223324233334233334353334453445 2 2 2 2 2 2 2 2 2� 2 2 2 2 2 2 J33 2 2 2 2 2 2 ABM 2 2 2 2 2 2 2 3 2 2 2 3 213 2 2 3 3 2 4 �2 2 3 3 3 3 4 2 3 3 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 46.000 H,I,J,K,L 2222222322233423333423343423343 _2 53334353345463455 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 A,B,M 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 -2 2 3 3 4 3 4 2 3 3 4 :31 5 31 3 3 4 3 5 3 3 4 5 4 6 3 4 5 5 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 53.125 H,I,J,K,L 2222222322233423344342334343334353344483445463456 _2 2 2 2 2- 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3_ A,B,M 2 2 2 2 21212 3 2 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3 4 3 5 3 3 4T4 4 5 3 3 4 5 4 6 3 4 4 5 1070'IECHNOLCOY DRIVE NOKOMIB, FL 34216 P.O. BOX 1629 ALUM. SINGLE HUNG WI NOKOMIS. FL 34274 Visibly Better sn.ec SH700 NTS 1 8 m 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX ® 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD-181/2" MAX. FROM TOP CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ® SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF Q NOTE 2. e 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. e 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORTH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 118 HEAD 2 JAMB ABOVE 2 3 MTG. RAIL PRODUCTREVISED as complying with Ilia Florida Building Code c"Ttanco No Ba Itat Dat JAMB BELOW Miami Vale Product Control MTG. RAIL (FULL DP) 111111 HEAD 2 �� VNN 1 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW 4040 20 * ND 581 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE. 29.655 37.155 44.655 1 52.155 59.655 1 67.165 74.655 76.000 ANCHOR TYPE, o m0 c�i0c�0 U zrzm0 U U 0cuONO�O��iON0 U o U z U U zcoo U o U z U U zm0 0c'iONO-0ciONO—OCi0 U o 3�' U z U U zm0 U 0 ? U z U U zm0 U 0 U z O—Oc� U U zm0 U 0 o 3 U z 0 U U zm0 0ci U In U z 0`-O U U z U WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 2 2 1 2 1 1 2 2 1 2 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 A,B,M 1 '1 1 1 1 1 1_ 1 1 1 212 1 2 1-2 1 2 1 2 2 1 2 1 _1 2 2 _1_ 2l2 1 2r2 1 2 2 1 2�2 _1_ 2 2 1 2�2 1 2 2 _1 2 2 _1 2 2 _ 1 3 2 1_ 2 2 1 3 2 _1 3 2 1 2 2 _1 3 2 PSF 79 24.000 C,D,E,F,G, H,I,J,K,L 1 11 1 1 1 1 1 1 1 221 1 1 1 2222222222222222 1 1 1 1 1 1 1 1 2232322232322232322232 1 1 1 1 1 1 1 1 1 1 A,B,M 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 2 2 1 3 2 1 3 2 1 2� 2 3 23 19,, 2PSF 68 77 C,D,E,F,G, 1 1 7 1 1 1 1 1 1 1 1 2 11 1 1 1 1 11 32.000 H,I,J,K,L 111 1 11 22�22 22223222233223333323 _2_ 333223343324343A,B,M _1 1 1 1 1 1_1 1 1 2 1- 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 _1 3 3 3 3 2 2 3 3 4 3 3 2 _1 4 3 4 3 3 2 4 L3 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 2 37.000 H,I,J,K,L 11 1 111 222222 _1 332223 33223333 33 33 33 22 33433243443243 _2 ABM 1 1 1 2 1 1 2 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 17111 1 1 1 2 2 2 2 2 2 2 3 _1_ 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 1111 11 22 22 _2 22 33 22 33 33 22334 _2 3334333334 3443343443353 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 _2 4 3 3 3 4 3 _2 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2E33 2 2 2 2 2 2 2 2 2 _2 2 44.000 H,I,J,K,L 1 111 11 222222 332233 442344 3343d43343443343443354 _2 A,B M 2 2 2 2 2 2 2 2 2 2 2_2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 d 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 _2 4 3 4 4 3 3 574 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3I-j 2 2 3 2 2 48.000 H,I,J,K,L 1 1 11 11 22222233223334333344 3344443344444354444354 ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 3 2 2 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 _2 4 3 5 4 4 4 4 3 5 4 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 2 3 53.125 H,I,J,K,L 111 1 11 22222233333344334444 33444433=-� 4354 _3 554354 A,B,M 2 2 2 2 2 3 2 2 3 2 3 3 3 3 2 2 3 3 2_3 11 1 1 7 1 2 2 _2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 _2 3 3 4 4 4 4 3 3 4 3 5 4 5 4 4 3 5 4 a e 10/07/11 x.wD-.: ItvocHANGEsrHissHeET 1070 TECHNOLOGY DRIVE BYSIZE. NOKOMIS, FL 34276 BYSIZE. P.O. BDX 1620 NOKOMIS, FL 34274 ANCHORAGE SPACING 3cM— ALUM. SINGLE HUNG WI Visibly Better 6i°'L" SH7oo I NTS 9 a 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1W ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX ® 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD-181/2" MAX. FROM TOP CORNERS JAMBS-17112" MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL AS SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. I& S. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. P HEAD 3 RODUcr tcnvac n wmpiying �rit6 the I•Taritla JAMB ABOVE 3 3 ucildinns do o I 1 O I MTG. RAIL xpiro JAMB BELOW MTG. RAILy Miami ado Product Control ULLLUI 111I I I„ 2 o N JAMO2 2 A MTG. RAIL Q : 5aj05 JAMB BELOW _ k r No• MTG. RAIL _ a S101 D'. IoEI : �w; %gyp •., aLoa�OP���� '''�;cSSIONP�;,�` A.LYNNMILLLf�t, E. DARD VIEW IV, IMPACT o� •� 4040-20 D FL P.E.# 58705 P*AB j eLL►f-r' ►Oa<j�M±">A<<hi VrrL«oon=' { °_@$d a'LO4-e'-)-r* R+6$=CL=AO� {� --4Id & H-=8 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: 17.125 22.668 1 28.211 33,754 1 39.296 44.839 50.382 55.925 ANCHOR TYPE: 0 °'O c�i0N0�ONOc�O 3: U z U U zlnn0 U o �: U z-zMO U O 0of0 U o �: O Z-Zmo 0 O U Oc�TONO U 0 U z-Zc?O U U ONO U o U z, NO 0 U zcn0 Oc'i0N0 U o 3: U z.zc?O U U ONON0 U o 3: U z.ZMO U U 0of U o 3 U Z,z 0 U U 0 O WINDOW WIDTH GLASS TYPE 19.125 D,E,FA KX 1 - 1 1 -- 1 .....1 1 1 --..._..- 2 1 2 1 ---- 2 1 -.....-.......-.�.... 2 1 2 1 2 1 2 1 ----.._-...._._...- 2 1 2 1 2 1 2 1 .._......-.._..._ 2 1 3 1 2 1 .._-.._.._.__._...._.-._..... 3 1 3 1 2 1 3 1 3 1 _.......__ 3 1 3 24.000 D,E,F,J, KL 1 1 1 1 1 1 1 1 2 --2 2 .1 2 1 --- 2 2 1 2---2 2 1 2 .-._ 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 2 2 32.000 D,E,F,J, K,L . 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 37.000 KX D,E,FA[79 1 _. 1 1 _---..... 1 2 - 2 1 _..-.... 2 2 2 2 3 1 2 ? 3 2.__ 3 1_... 3 ? 4 _- 3 .-.-- 3 --.._ 3 ._.._ 4 _..._.�_. 3 4 �.-_---� 4 -- 4 -- 5 �-_-� 5 _._.�.._ 4 5 PSF 79 79 79 79 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 _2 2 2 2 2 2 K,L 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 PSF 76 79 77 79 79 79 44.000 �D.E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 KX 1 1- 1 2 2 2 3 -3 3 4- 4^ 4 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 76 48,000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 _2 3_ 2 2 K,L 1 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 K,L 1 I 1 1 2 1 2 2 3 3 3 4 4 4 5 1 4 5 6 5 6 6 5 7 6 1 5 1 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE B. SASH HEIGHT SUBSTRATE. 12.776 15.776 18.776 21.776 24.776 27.776 3D.776 31.106 ANCHOR TYPE. ❑ MO N O 3 0 z N O^ 0 zMO O 0 ❑ N O o N Z 8 o ZMO O 0 ❑ N $ 0 Z N O' 0 0 Zc O 0 ❑ O N O 3 Z,._Zg0 N O 0 o O 0 ❑ N ❑ Z N O 0 0 2M0 O 0 ❑ N 0 N Z,..ZMO �i 0 O o ❑ N O 3 o N z cQi 0 — ZMO ❑ N 0 N Z U 0 Z . 0 WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 79 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 40.000 2 2 2 2 .2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 1 4 4 3 4 44.000 68 78 2 2 2 2 2 2 3 213 313 3 4 3 3 4 3 4 5 3 4 5 3 4 63 72 79 48.000 2 2 2 2 2 2 3 2 3 4 3 3 .4 1 3 14 4 3 4 5 3 4 5 3 4 78 1 58 66 72 53.125 2 2 2-1 2 1 2 1 2 1 3 3 1 3 4 1 3 4 4 1 3 1 4 1 5 3 4 5 3 5 5 3 5 CHANGES THIS SHEET CHANGES THIS SHEET 0 TECHNOLOGY DRIVE NOKOMI$FL.,, 162e "C;t— nUPoeOKOI3qx Be700 ' ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - IN' ELCO B84 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING e0 DIMENSIONS: HEAD-18112" MAX. FROM CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG, RAIL 15" MAX. FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW aE WINDOWS ARE 12 5/8' MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL FULL DP HEAD 2 JAMB ABOVE -4 MTG. RAIL rIt'l)v�T,ucTmvisED "winn~vIdIit10111Oddn ® TABLE 8. KEY: MAX. PSF adoModuc Cant JDP LIMITED) 112 JAMB BELOW 2 11I I i i r I MTG. RAIL \\,:,\Q, . IYNN ... Q' /I 1�; • �GENSF . 'P k : /�N�o, 58705 itz A. LYNkIVILLK P.E. FL P.E.# 58705 (FULL DP) JAMB BELOW 2 MTG. RAIL ,C/NG, CUSTOM VIEW ING WINDOW, IMPACT e.e m.emxa 10 d 11 4040-20 A 3.35 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK (SEE NOTE 4) EXTERIOR INTERIOR ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAIL) APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 39'. (SEE NOTE 1 & 3) ® 2x WOOD BUCK WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR ®(SEE NOTE 4)� (SEE NOTE 2 & 3)Q 1/4" SS4 CRETE-FLEX. 3 FLAT HEAD ANCHORSWHERE REQUIRED MUST HAVE #12 TRIMFIT HEADS �13/&''MIN.,1/4"TAPCONL •1.314" MIN., 1/4" CRETE-FLEX 1/4" MAX. SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" MIN. 1/4" MAX. SHIM •�•'. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" FT318" ® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE 1/4° OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A #12 SHEET SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM IF THESE CRITERIA ARE Ln 1/4" MAX. S CONCRETEANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) " 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU Q 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4% MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8A (SUPPLEMENT 2005). WOOD ANCHOR, FH BELOW MEETING® RAIL. (SEE NOTE 2 & 3) 3UCK (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. f�— SHIM I .131" DIA, MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. i0n0um IIIIIIUIIIIIO! NO III DETAIL F, (HEAD) FRAME .131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR ID OODFRAME 131" DIA. MIN. x 21/2' NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE Q DETAIL G, (SILL) 1/4" MAX. SHIM T CHANGES THIS SHEET ANCHORAGE DETAILS 10707ECHNOLOOYDRIVE CHANGES THIS SHEET NOKOMIS, FL 34276 T"k I INTEGRAL FINANCHORAGE UPDATE &REORDER NOTES.ulc-x ALUM. SINGLE HUNG WI NOTES 7..UPDATE CONCREiEEMBED MENTDIM. P.O.BOx'1529 may, ems, NOKON.13, FL 34274 Visibly Better 9N700 NT$ 11 a 11 23107 FRAME \llllll VYNN ep k ; 140, 58705 it ,C•L`••., FLOVVCI N, IMPACT LYNNMILL'EF2, P.E. 4040-20 0 FL P.E.#58705 3/14/2016 Florida Building Code Online - n , Florida Deparnentof BCIS Home I Log In 1 User Registration 1 Hot Topics I Submit Surcharge i Stats & Facts I Publications '1 FBC Staff I BCIS Site Map 1 Links i •Search' i Busines Professi A, USER uct PubliApproval Gm' Regulation Product Approval Menu > Product or ADDlication Search > Application List > Application Detail FL # FL251-1126 Application Type Revision ` Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived rQ Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By F11,,E Product Approval Method Method 1 Option A Date Submitted 09/14/2015 Date Validated 09/17/2015 https://www.floridabuilding.org/pr/pr app oti.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGccXNhllcuHkp/o3d 1/4 3/14/2016 Florida Building Code Online Date Pending FBC Approval Date Approved 09/20/2015 Summary of Products FL # I Model, Number or Name Description 251.1 SGD - 670 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 14-0123.11.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 14-0123.11.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1251.2 1 SGD - 670HP (Non -Impact) I Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0106.07 HP.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0106.07 HP.pdf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD - 680 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0609.11.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0609.11.pdf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1251.4 1 SGD - 770 (Large Missile Impact) I WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 14-0128.11 Door.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/17/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 14-0128.11 Door.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1251.5 1 SGD - 770HP (Large Missile Impact) I WinGuard Aluminum Sliding Glass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL251 R26 C CAC 15-0106.08 HP LM.odf Quality Assurance Contract Expiration Date 03/24/2020 Installation Instructions FL251 R26 II 15-0106.08 HP LM.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1251.6 1 SGD - 770HP (Small Missile Impact) I WinGuard Aluminum Sliding Glass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL251 R26 C CAC 15-0106.09 HP SM.odf Quality Assurance Contract Expiration Date 03/24/2020 Installation Instructions FL251 R26 II 15-0106.09 HP SM.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports https:llwww.floridabuildi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcr[FW oGccXN h11 cuH k°/`3d 2/4 3/14/2016 Florida Building Code Online Created by Independent Third Party: 251.7 SGD - 780 (Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0609.12.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/02/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0609.12.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0609.10 DR.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0609.10 DR.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-2770 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0409.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0409.02.1)df (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 SGD-3030 (Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0612.06 LM.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0612.06 LM.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.11 SGD-3030 (Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0612.07 SM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0612.07 SM.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.12 SGD-5470 (Non -Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0409.04.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0409.04.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.13 SGD-5570 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R26 C CAC 15-0409.02.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcr[FWoGccXNhl1cuHk%3d 3/4 3/14/2016 Florida Building Code Online Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R26 II 15-0409.02.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall 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: eChcck E Credits'ki https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrIFWoGccXNh1lcuHk%3d 4/4 Mission: To proted, promote & improve the health of ail people in Florida through integrated state, oxnty&oommi9tyefforts. Lionel Dunbar, Black Street Enterprises 535 NW Mercantile Place, Suite 107 Port Saint Lucie, FL 34986 HEALTH Vision: To be the Heatthlest State in the Nation June 07, 2016 RE: Modification to a Single Family Residence No Bedroom Addition Application Document Number: AP1242972 'V Centrax Permit Number: 56-SF-1687260 10786 Grey Heron Court Port Saint Lucie, FL 34986 Lot: 78 Block: Subdivision: Reserve Plantation Dear Applicant, Rick Scott Governor Celeste Philip, MD, MPH Interim Stale Surgeon General SC B NSEo St: Lucl@ county This will acknowledge receipt of a floor plan and site plan on 06/06/2016 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes: 1, the proposed remodeling addition or modification is not adding a bedroom; and 2: it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. 3. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (772) 873-4931. 9 Sincerely, v James Endsl Environmental specialist 1 Department of Health in St. Lucie County Florida Department of Haatth www.Horidshosigh.gov in St. Lucie County - 5150 NW Milner Drive • Port Saint Lucie, Florida TWITTER:HealthyFLA 34983 - FACEBOOK:FLDepartmenlofHealth PHONE: (772) 873-4931 1 YOUTUBE: 8doh FDOH in St. Lucie County Environmental Health Septic System Appears Adequate ForPropo dConstruction S6-S3—i�f'%aGo T i pproval Does Not Guarantee Perfor ance of the System Reviewer: L i / sal5m¢ w eew +- b9J W hNow Left Elevation —.: lu•- P-m Paht�Re Pn& 24 °'do' Ncw Rlaa]II E.i.' Wood lusul.lioa Acm.io � / /_Gvhfwe d.w. clo6. (�)2a6bp .I �achpelude' T.Cna nuaa rmieh ava peps - VYp d b bec5cd wire nut SUW Ncw Snd. m [ Ptywd. evd vnW S•I b en�V ee o�lloa Ca 12'ac. 7 v Nowewnp� RI99.a WWnOcm 2aapl.ia plan fulmedwiW I!Y m9n wtm Iaw.N wooe o..e 7' c em0oobyya'�mml 11a•.7'wveLml4•o.e slop / FM11 1!1!M11'1:1jj -1FMAM L1111� Rear Elevation Al1Eil5tiv 'Icha larrnuia 6W MuterBrd— Electrical Plan eWc114-1'-0• I Typical Wall Section ,c1p'm'P'en""'"`re"°°°"., •Jx' ! &ud oatthWidieg wmpovenb eed el.ddiny Sml<:Sw•-r-0• aoof&—:la 3 NVO&-4.,15 Wind Zones - Walls NN Blh..d.mW J Na. _ r Bath I II I , / Nn Bedroom L}- -_`I�= �J i i AOIi.Islwp.m�hm 1 io Rm' ma fu Gross Wind Pressures noes-PSP Spew rt Awha 2 2 1 4 5 <10.0 .Sdd 6U +565 _7x.7 200. SSJ 3r.9 +SSJ 40. IW,b .69J 50.1 1... 453 I00..r .51.5 .51.1 .51.3 1x3 ELECTRICAL LEDGEND Family Room ®°'°"""1p"°"'°""' o ¢ d SMOKE DETECTOR NOTE A a me p � .N6eCCm; wvaN.wmticho,v� � Addi0olul Elecbcil Lo.d Celculaliom Ana�a.nmmb..opp.r,.ab+ol.x®iobimm. coommu e 5x. I�n fTMl kaon:PVCbebv OlIDdfmmuvMnwmdbrmbehe. 4nuWwUxynw0.u'Idoy AC,NCwYAtPmA�FeLnloe. s ]e � V'd�� ® maD1p"'®t00 Imo CUT CONCRETE NOTE Yau rn l9evAalmrS i3q lolo•,d wwe evmllWl Na mxemmbae lw9e9a wm+hkru.Pi 7Jed..m .hea bo nrmi4 twalN bef Ihece9rn blrylocN luw..m Ny6 w I xm v-31.19 Adxemd A.p iWloYa�ML�J Mom' NailWWa PRODUCT APPROVAL �°�aidP" ue.P'�'aW�u. !p M.nallmnua Sfodd NimM N�rhrl a� AOuhmmlhlMed Aedul � �t mn � ��'a� .ss ��m'�1o7�.1�4st�•f�sR�'.'tlm FDOH in St. Lucie County \ Environmental Health Septic System Appears Adequate For Proposed Construction ca-s-f-lgs72w This Approval Does Not Guarantee ^ry, Perfor ice of the S tem Reviewer: � � • V R. LL5.10' CERTIFIED TO: � . ors warssDs .,.D/a+ svan s aca .n(R(sr .•r nrlu��_= GREY HERON COURT m wpm v azurr, P. — !Foarr.Daa! rr,a .•rs�,x4rr! ca .M1. 15D' R/w DESCRIPTION: r,°oii o(m: is r`•aisiir P" :! ��o vv(r�aonoia a(!crn"ns c*!si i�� i ca,xn i•aao. S.Lr (4+D [a4YaT De, .[H5. unP(W ([TS SURVEY NOTES M1� sw.tr n xm r•rn Ymom . van(w! •xo macDru lYanun s(a a • nono• rxa(svaw r.A ]. IXSWY,ax PPDVLlY DY hrtrrl pro/Dv x2rR .<1nr Y [T nr 4DW io rC "s", P!R Y,P r 4r D A DArCD /-rs-r/ B. �D US to a(CMiDM $DHItY 4MT ar P(PMrT DY Olx[H n14r ixC Grr LDnS(rrr a r( 5nr4n P•R,. (D PMILs ix(xr YR•MD•i44)D. I'RlP.v[M1 Dr aD R[Warc rr•rbrr,r r4r /YwMr(]4 >Drr n•T F!v(Y!p um x<WPlp.rin uY4 IqT �rtHr TITLE NOTES: lrrn�saaKc iowr: rr jrtust ui .mil in. H ncc ,.r.r ucrrnars Y,( Ym 1 .rP.c•D(( ro rYr suatc( PRw(Rr. .4D u! xm R�uPri:ola( niiu�° °r N W— E S GRAPHIC SCALE i a .rLr 1 LEGNO / i r 1 ~n° • .a�. rD. s• •./: r4.nD.•wK.M1.rvn...Y•