Loading...
HomeMy WebLinkAboutPROJECT INFORMATION NOA'S-PRODUCT APPROVALSCBUO�K Engineering Specialty Structural Engineering CBUCK, Inc. Florida Certificate of Authorization # 8064 Elvaluation Report Of Englert, Inc. "Series 2500" etal Roof Assembly for Fl rida Product Approval # FL 11752.1 Flo ida Building Code 2007 Per Rule 913-72 Method: 1- D Cfategory: Roofing Sub - gategory: Metal Roofing roduct: "Series 2500" Roof Panel aterial: Steel Panel Thickness: 24 Gauge Panel Width: 1V Support Type:' Wood Deck Prepared for: Englert, Inc. 200 Amboy Avenue Perth Amboy, NJ 08862 Prepared by: James L. Buckner, P.E. Florida P ofessional Engineer # 31242 Florida valuation ANE ID: 1916 Project anager: Diana Galloway Report No. 08-148-2500-S4W-ER Date: 12 / 1 / 08 Contents: ion Report Pages 1 — 7 &L WJ s L. Buckner, P.E. Florida E. # 31242 !?� 11/00 CBUCK, Inc. 1334 S. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Email: cbuck@cbuckinc.net FL #: FL 11752.1 Date: 12 / 1 / 08 Report No.: 08-148-2500-S4W-ER Page 2 of 7 C-B CIS Engineering Specialty Structur1 Engineering CBUCK, Inc. Florida Certificate ofAutha•ization # 8064 Manufacturer: Englert11 Inc. Product Name: "Series 2500" Panel Product Category: Roofing Product Sub -Category Metal R ofing Compliance Method: State Prouct Approval Rule 913-72.070 (1) (d) Panel Description: "Series 2�500", Standing Seam Steel Roof Panel attached to Wood Deck with panel cli s mechanically seamed 180°. Panel Material / Standards: Material: Steel Yield Str ngth: 50 ksi minimum Corrosio Resistance: M terial shall comply with the Florida Building Code (FBC), 2007 Se tion 1507.4.3. Panel Dimension(s) Thicknes : 24 gauge minimum Width: 1 I" (Maximum net coverage) Rib Height: 2" Support Type: Wood De k (Design o support system is not included in this evaluation) Support Description: • 19/32`" or greater plywood, or • Wood plank Slope Range: Minimum lope shall be 1/2 : 12 or greater in accordance with the Manufacturers recommendations and in compliance with FBC 2007, including Sections 1507.4.2 and 1504.7. Underlayment: Underlay lent shall be per manufacturer's guidelines as required in FBC Section P g 9 1507.4.5 Insulation: (Optional) Rigid Insulation Board, 3" maximum thickness and shall comply with FBC Section 1508, material standards shall comply with Table 1508.2. Fire Classification: Fire Classi lcation is outside the scope of Rule 9B-72, and is therefore not included in this evaluation. Additional approved substrates may be added for Fire Classification purposes. FL #: FL 11752.1 Date: 12 / 1 / 08 Report No.: 08-148-2500-S4W-ER Page 3 of 7 C-BCIS Engineering I 1 Engineering CBUCK, Inc. Florida Certificate of Authorization # 8064 Specialty Structur Attachment Component Roof Pa el Clips Description: Product ame: Englert "Series 2500 Floating Clip" Englert ' art #'s: Clip Top: 05082H Clip Base: 05082I Installation: Design Uplift Pressure: W. Materials Steel Type: T o-piece, floating clip Thickne s: Clip Top: 24 Gauge Stainless Steel Clip Base: 18 Gauge Galvanized Steel Strength: 40 ksi minimum Nominal Dimensions: Clip Top: 2-1/4" x 6" Clip Base: 1-1/4" x 3-5/8" Corrosio 4 Resistance: Per FBC Section 1506.7 Roof Panel Fasteners Size: #14 (3/16" minimum penetration through deck) Type: T ss-head wood screws Corrosio Resistance: Per FBC Section 1507.6.6 and 1507.4.4 Standard: Per ANSI/ASME B 18.6.1. Englert " ,Series 2500" Roof Panel to Wood Deck: ■ Clip Spacing: Refer to Table "A" (along the length of the panel and nominally within 3" from all ends) ■ T%, �o fasteners per Clip ■ Rib Interlock: Mechanically seamed 180' (DOUBLE -LOCK) Mihj imum fastener penetration or embedment into deck, 3/16". Install the'Isystem in compliance with the attached installation method. Refer to rpanufacturer's installation instructions as a supplemental guide for TABLE "A" METHOD 1: METHOD 2: Maximum Pressure: Design _ 78 pSF -118 PSF Clip Spacing: 30" 8" *Maximum Design Pressures include a 2:1 Safety Factor I J K FL #: FL 11752.1 Date: 12 / 1 / 08 Report No.: 08-148-2500-S4W-ER C®B CK Engineering Page 4 of 7 ICBUCK, Inc. Florida Certificate of Authorization # 8064 Specialty Struct:ufacturer 1 Engineering Quality Assurance: The has demonstrated compliance of roof panel products in accorda ice with the Florida Building Code and Rule 9B-72.070 (3) for manufacturing under a quality assurance program audited by an approved quality assuranc� entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) Performance Standards: The prod act described herein has demonstrated compliance with: • ASTM E 1592-01— Test Method for Structural Performance of Sheet Metal Roof and Siding Systems By Uniform Static Air Pressure Difference • UL5 , 0-94 — Test for Uplift Resistance of Roof Assemblies —with Revisions thro gh February 1998 • UL 1897-98 — Uplift test for roof covering systems • TAS 125-03 — Standard Requirements for Metal Roofing Systems Code Compliance: The product described herein has demonstrated compliance with the Florida Building (Code 2007, Section 1504.3.2 Evaluation Report Scope: This product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code, as related to Rule 913-72. System Limitations: The requi' ed design wind loads shall be determined for each project per FBC, 2007, Section 1609. The maximum fastener/clip spacing listed herein shall not be exceeded. Any rational analysis computations shall be prepared by a qualified design professional and in compliance with FBC 2007, Sections 104, 105, 106. This repo I does not evaluate use of this product in the High Velocity Hurricane Zone. Referenced Data: 1. ASTM I 1592 Uplift Test By Architectural Testing, Inc. (FBC Organization ID# TST 1558) Report No.01-46062.02 Date: 8/18/03 2. TAS 125 Uplift Test By Hurricane Test Laboratory, LLC (FBC Organization ID# TST 1527) Report #0155-0903-06, Date: 10/2/06 3. Quality (Assurance Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) Englert, Inc. Licensee # 420 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization# ANE ID: 1916) 5. By CB ;ring Analysis JCK Engineering Report #C08-148, Dated: 12/1/08 r, r r FL #: FL 11752.1 Date: 12 / 1 / 08 Report No.: 08-148-2500-S4W-ER C-B CK Engineering Page 5 of 7 Specialty Structu "Series 2500" (24 Ga. 2" f Engineering CBUCK, Inc. Florida Certificate ofAuthorizalion # 8064 tallation Method Englert, Inc. eel) Roof Panel Attached to Wood Deck Profile Drawings 16" Max. Coverage Panel Profile Max Panel Clip Profile Englert "Series 2500 Floating Clip" (Top & Base) (Part # 05082H & 050821) 1.180" � • M FL #: FL 11752.1 Date: 12 / 1 / 08 Report No.: 08-148-2500-S4W-ER Page 6 of 7 C®B CK Engineering CBUCK, Inc. Florida Certificate ofAuthorization # 8064 Specialty Structur7l Engineering Installation Method Englert, Inc. "Series 2500" (24 Ga. Steel) Roof Panel Attached to Wood Deck Width of Panel 16 in. Maximum Mechanically Seamed 180 Degree (Double Lock) TWO #14 Truss -Head Screws per Clip Wood Deck Typical Assembly Profile View Before Seaming FL #: FL 11752.1 Date: 12 / 1 / 08 Report No.: 08-148-2500-S4W-ER o o Page 7 of 7 II CBUCK, Inc. Florida Certificate of Authorization # 8064 Specialty Structural Engineering Installation Method Englert, Inc. "Series 2500" (24 Ga. teel) Roof Panel Attached to Wood Deck "Series 2500" Panel TWO #14 Pancake -Head Screws per Clip 180 Degree Seam Wood Deck Typical jAssembly Isometric View " (Optional) Rigid Insulation Board, 3" maximum thickness and shall comply with FBC Section 1508, material standards shall comply with Table 1508.2. Specialty Equ RE: Test Standard Equivalency Based on my evaluation of the Florida Product Approval: al Engineering CBUCK, Inc. Certificate of Authorization #8064 1. The UL 580-94 & UL 18974 equivalent with the prescrik Building Code 2010. ence of Product Standards for FL 11752.1-4 R1 ent dards relative to the evaluation reports in the above referenced standard version used to test the evaluated product assembly is ed standards in UL 580-06 & UL 1897-04 adopted by the Florida WamesBuc ner, P.E., SECB Florida P.E. # 31242 1Z�131�� 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Email: cbuck@cbuckinc.net Pagel of 1 i SpPctalfiy EngInpPrtnq CBUCK, Inc. Certificate of Authorization #8064 Certificate of Independence for Evaluation for # FL11752-R1 Englert, Inc. 1200 Amboy Avenue Perth Amboy, NJ 08862 James L. Buckner, ;P.E. —CBUCK, Inc., Engineering — ANE 1916 1.) James L. Buckner, P.E. -L CBUCK, Inc., Engineering does not have, nor does it intend to acquire or ill it acquire, a financial interest in any company manufacturing or distrib ting products for which evaluations are issued. 2.) James L. Buckner, P.E. controlled by any c evaluates. CBUCK, Inc., Engineering is not owned, operated, or ipany manufacturing or distributing products it 3.) James L. Buckner, P.E. 7 CBUCK, Inc., Engineering does not have, nor will acquire, a financial interest in any company manufacturing or distributing products for which reports are being issued. 4.) James L. Buckner, P.E. — acquire, a financial inter the product. ICK, Inc., Engineering does not have, nor or will it in any entity involved in the approval process of Wames'Buc ner, P.E., SECB Florida P.E. # 31242 1399 N. Killian Drive Suite 4 wst Pam BeachFlrid33403 e 1 1 �'zl ° I, , oa Phone: (561)491-99Z7 Fax: (561)491-9928 Email: cbuck@cbuckinc.net Florida Depaltment� BCIS Home l Log In l User Regi BusInes Prof ssi real ®R, Product uApp Regulation Product Approval Menu > Produc FL # Application Type Code Version om Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Re Address/Phone/Email Category Subcategory Compliance Method Hot Topics l Submit Surcharge I Stats & Facts I Publications l FBC Staff i BCIS Site Map l Links Search > Application List > Application Detail Florida Engineer or Architect Name who developed the Evaluation Repo Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product FL11752-RI Revision 2010 Approved Englert Inc. 1200 Amboy Ave. Perth Amboy, NJ 08861 (732) 826-8614 Ext3909 j.tripod@englertinc.com James L. Buckner P.E.@CBUCK Engineering jimmy@cbuckinc.net Joseph F. Tripod 1200 Amboy Avenue Perth Amboy, NJ 08862 (732)826-8614 jftripod@aol.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i] Evaluation Report - Hardcopy Received James L. Buckner, P.E @ C-Buck, Inc. PE-31242 Keystone Certifications, Inc. 12/31/2015 Steven M. Urich, PE 01 Validation Checklist - Hardcopy Received FL11752 R1 COI CertOflndeo.Ddf Standard Year ASTM E1592 2001 TAS 125 2003 UL 1897 2004 UL 580 2006 9 Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL11752 R1 Eauiv Test Standard Equiv.pdf Method 1 Option D 12/13/2011 12/21/2011 12/25/2011 01/31/2012 Summary of Products FL # Model, Number or Name Description 11752.1 1 - Englert "Series 2500" Roof Panel - 24 Gauge Steel, 16" Width, Attached to Plywood Deck Limits of Use I Installation Instructions Approved for use in HVHZ: No FL11752 R1 II 1 S2500 24ga WoodDeck - Approved for use outside �iVHZ: Yes EVALREPORT.pdf Impact Resistant: No I Verified By: James L. Buckner, P.E P.E. #31242 Design Pressure: +N/A/-1118 max. Created by Independent Third Party: Yes Other: Refer to Evaluation Report ,Conditions of Use. Refer to manufacturer's instructions as a supplemental for Limitations and installation guide for attachment. Evaluation Reports FL11752 R1 AE 1 S2500 24ga WoodDeck - EVALREPORT.pdf Created by Independent Third Party: Yes 11752.2 112 - Englert "Series 2500" IlRoof Panel - 24 Gauge Steel, Attached to Steel Deck Limits of Use Installation Instructions Approved for use'in HVHZ: No FL11752 R1 II 2 S2500 24ga SteelDeck - Approved for use outside VHZ: Yes EVALREPORT.pdf Impact Resistant: No Verified By: James L. Buckner, P.E P.E. #31242 Design Pressure: +N/A/-118 max. Created by Independent Third Party: Yes Other: Refer to Evaluation Report for Limitations and Evaluation Reports Conditions of Use. Refer to ma ufacturer's installation FLi1752 R1 AE 2 S2500 24ga SteelDeck - EVALREPORT.odf instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes 11752.3 113 - Englert "Series 2500" Roof Panel - 0.040" Aluminum Attached to Wood Deck Limits of Use Installation Instructions Approved for use in HVHZ: o FL11752 RI II 3 S2500 040A1um WoodDeck - EVALREPORT.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: James L. Buckner, P.E P.E. #31242 Design Pressure: +N/A/-122� max. Created by Independent Third Party: Yes Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to manufacturer's installation Evaluation Reports FL11752 R1 AE 3 S2500 040Alum WoodDeck - EVALREPORT.pdf instructions as a supplemental guide for attachment. Created by Independent Third Party: Yes 11752.4 114 - Englert "Series 2500" Roof Panel - 0.040" Aluminum, Attached to Steel Deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL11752 R1 II 4 S2500 040Alum SteelDeck EVALREPORT.Pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: James L. Buckner, P.E P.E. #31242 Design Pressure: +N/A/-122 max. Created by Independent Third Party: Yes Other: Refer to Evaluation Report for Limitations and Conditions of Use. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Evaluation Reports FLi1752 R1 AE 4 S2500 040Alum SteelDeck EVALREPORT.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are p I ublic records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@)dbpr.state.fl.us. Product Approval Accepts: ® eCheck -ate �� SCCU ,It !' Nort� SECURED Irawerca by YarIStyn Y 5 � C R E El KLML Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SER ICES, LLC (813) 480-3421 EVALUATION REPORT 2010 FLORIDA BUILDING CODE Manufacturer: Duro-Last (Roofing, Inc. Issued August 29, 2013 525 Morley, Drive Saginaw, MI 48601 989-737-3043 Manufacturing Plants: Saginaw, MI Jackson, M Sigourney, A Quality Assurance: UL LLC (Q A1743) SCOPE Category: Roofing Subcategory: Single Ply Roof System Code Sections: 1504.3.1, 150T.13.2, 1515.1.1, 1515.1.4, 1523.1.1, 1523.6.2 Properties: Wind Resistance, Physical Properties PRODUCT DESCRIPTION Products S ecification Description Duro-Last Membrane ASTM D 4434 Nominal 40-mil (DL40), 50-mil (DL50), or 60-mil (DL60) thick single -ply roof membrane composed of a thermoplastic polyvinyl chloride film laminated to both sides of a 35 oz/yd2 polyester reinforcement fabric Duro-Fleece Membrane ASTM D 434 Nominal 50-mil (DF50) or 60-mil (DF60) thick single -ply roof membrane composed of a thermoplastic polyvinyl chloride film laminated to both sides of a polyester fabric scrim and backed with fleece. Duro-Fleece Plus Membrane ASTM D 4434 Nominal 50-mil (DFP50) or 60-mil (DFP60) thick single -ply roof membrane composed of a thermoplastic polyvinyl chloride film laminated to both sides of a 35 oz/yd2 polyester reinforcement fabric backed with 5.5 oz/ d2 polypropylene fleece. Duro-Tuff Membrane ASTM D 4434 Nominal 50-mil (DT50) or 60-mil (DT60) thick single -ply roof membrane composed of a thermoplastic polyvinyl chloride film laminated to both sides of a polyester fabric scrim. REFERENCES Entity Report No. Standard Architectural Testing, Inc. (TST1558) I C0713.01-19.18 TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-013-02-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-014-02-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-018-02-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-021-02-01 Rev 1 ASTM D 1761 (2012); TAS 117(B) (1995) PRI Construction Materials Technologies (TST5878) DLRI-021-02-01 Rev 3 ASTM D 1761 (2012); TAS 117(B) (1995) PRI Construction Materials Technologies (TST5878) DLRI-041-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-029-02-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-030-02-01 FM 4474(B) (2004); TAS 114(D) (1995) PRI Construction Materials Technologies (TST5878) DLRI-041-02-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-045-02-01 FM 4474(B) (2004); TAS 114(D) (1995) PRI Construction Materials Technologies (TST5878) DLRI-046-02-01 FM 4474(D) (2004); TAS 114(J) (1995) PRI Construction Materials Technologies (TST5878) DLRI-047-02-01 FM 4474(D) (2004); TAS 114(J) (1995) Trinity ERD (TST6049) 02733.01.05-1 FM 4470 (19862); TAS 114(J) (1995) DRL12001.3 FL#16039-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 9N-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes o quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, Trinity ERD (TST6049) Trinity ERD (TST6049) Trinity ERD (TST6049) Trinity ERD (TST6049) Trinity ERD (TST6049) Trinity ERD (TST6049) Trinity ERD (TST6049) FM Approvals (TST1867) FM Approvals (TST1867) 'Standard test method has been found 2 Standard test method has been found LIMITATIONS 1. Fire classification is not within the 2. The roof deck and the roof deck established for components and C 3. Foam plastic insulation shall be and 261203.2.5 in the HVHZ. 4. In the HVHZ, fastener spacing fo (F') of 275 Ibf as demonstrated then insulation attachment shall n� 5. In the HVHZ, fastener spacing fo resistance value and the MDP in fd submit a revised fastener spac and calculations performed in ac found less than required. 6. In the HVHZ, if mechanical attac� proposed, a field fastener withdn equivalent or increased attachme withdrawal resistance value obtaii RAS 117 and/or RAS 137. 7. For assemblies containing meche shall meet or exceed the minimurr perimeter and corner roof zones professional, as necessary, to rr calculations shall be conducted in 8. Reroofing applications shall be e) FBC Section 1521 within the HVF (TAS 105 in the HVHZ; ANSI/SPI professional to ensure the faster adhered systems, a field uplift ri ANSI/SPRI IA-1, or TAS 124 in thr the minimum design loads. 9. For assemblies containing fully assembly is not permitted, the MI loads as determined in accordanc( 10. Installation of the evaluated pros published application instructions. and FBC compliant installation det 11. The minimum roof slope shall be 1 12. All products listed in this report sha Rule 9N-3. 13. Fasteners applied in rows rr building. Designers should consic structural supports when selecting DRL12001.3 Duro-Last Roofing, Inc. Single -Ply Roofing Membranes 02750.02.08 ASTM D4434 (2006) 02762.03.05 TAS 114(1), H & J) (1995) D35210.08.1 1 -R3 ASTM D4434 (2006) D40260.03.13-1 TAS 110 (2000) D40280.03.13 TAS 110 (2000) D42320.08.12 FM 4474(D) (2004); TAS 114(J) (1995) D44450.05.13-2 ASTM D 4434 q006) 3044466 FM 4470 (2012 ) 3040741 FM 4470 (20102) to FM 4474 (2004) referenced by the 2010 FBC. to FM 4470 (1992) referenced by the 2010 FBC. scope of this evaluation. attachment shall be designed by others to meet the minimum design loads ladding and in accordance with FBC requirements. nstalled in accordance with the FBC Section 2603.4 outside of the HVHZ insulation attachment is determined using a Minimum Characteristic Force a testing to TAS 105. If the field tested fastener value is below 275 Ibf, rt be acceptable. base sheets or membrane attachment shall meet the minimum fastener r the specified assembly. It is permissible for a qualified professional to utilizing the withdrawal resistance value obtained from TAS 105 testing ,ordance with RAS 117 and/or RAS 137, when the fastener resistance is ;nt through the lightweight insulating concrete to the structural deck is al test shall be conducted in compliance with TAS 105 to determine densities. Revised fastener densities shall be submitted utilizing the from. TAS 105 testing and calculations performed in accordance with iical attachment, the allowable uplift pressure for the selected assembly design loads as determined in accordance with the FBC Chapter 16. For and 3, the attachment density may be increased by a qualified design aet the design pressure requirements in these areas. In the HVHZ, :ompliance with RAS 117 and/or RAS 137. amined in accordance with FBC Section 1510 outside of the HVHZ and ?. For mechanically fastened systems, a field withdrawal resistance test ;I FX-1 or TAS 105 in the non-HVHZ) shall be conducted by a qualified er meets the minimum design load requirements of the system. For sistance test (TAS 124 in the HVHZ; ASTM E 907, FM LPDS 1-52, non-HVHZ) shall be conducted to confirm conformance of the existing to hered or ribbon adhered attachment, or where extrapolation of the for the selected assembly shall meet or exceed the minimum design vith the FBC Chapter 16 without augmentation. cts shall comply with this report, the FBC, and the manufacturer's Nhere discrepancies exist between these sources, the more restrictive shall prevail. :12 for new construction. be manufactured under a quality assurance program in compliance with 1 impart concentrated loads to structural components of the the fastener spacing of the roof assembly in relation to the spacing of roof system. FL#16039-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 9N-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or, quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, COMPLIANCE STATEMENT Duro-Last Roofing, Inc. Single -Ply Roofing Membranes The products evaluated herein have demonstrated compliance with the 2010 Florida Building Code as evidenced in the referenced documents submitted by tl)e named manufacturer. ,,1�11111111/���' %,��� CHARY•%1, .o,f, Q • No S� '�N,• ON's T, opgo .• �•.•RID••� CERTIFICATION OF INDEPENDENCE Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, this evaluation. Zachary R. Priest, P.E. does not have, nor will under this evaluation. Zachary R. Priest, P.E. does not have, nor will product. APPENDICES 1) APPENDIX A— Installation (3 2) APPENDIX B — Nomenclature DRL12001.3 or controlled by any company manufacturing or distributing products under a financial interest in any company manufacturing or distributing products a financial interest in any other entity involved in the approval process of the Assemblies (7 pages) FL#16039-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 9N-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes o i quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. .-- � CREEK TECHNICAL SERVICES, INSTALLATION Duro-Last Roofing, Inc. Single -Ply Roofing Membranes APPENDIX A Note - Refer to the APPRovEo ASSEMBLIEs section of this report for specific installation details of a selected assembly. Unless otherwise specified in this report the following installation details shall be met for the named products: Component Product Installation Detail Min. 3-inch diameter; FRS Centrix or OMG plate Induction welded in the field of membrane; welds not IhinoBond permitted at lap seams Duro-Bond plate 3-inch induction welding plate for PVC membranes Duro-Last 3-inch MetallPlates 3-inch x 3-inch square; 0.024-inch thick Galvalume steel Duro-Last #14 Concrete Screw Min. 1.25-inch penetration into concrete Duro-Last Cleat Plates Min. 2 3/8-inch diameter, 0.035-inch thick steel plate with cleats Duro-Last Fluted Concrete Nail Min. 1.25-inch penetration into concrete Fasteners and Plates Duro-Last HD Screw I #14 screw; Min. 1-inch penetration into No. 2 wood truss Duro-Last EHD Screw #15 screw; Min. 3/4-inch penetration through the top rib of the steel deck Duro-Last Auger Fastener Min. 2-inch penetration into substrate Duro-Last Auger Plates l Min. 2-inch diameter steel plate Duro-Last Poly -Plate . I Min. 2-inch diameter, 0.335-inch thick glass -filed polycarbonate plate with cleats TRUFAST DP #12 Fastener #12 screw; Min. 3/4-inch penetration through the top rib of the steel deck TRUFAST 3" Metal Insulation Plate Min. 3-inch diameter steel plate Duro-Last Duro-Guard ISO II -A Duro-Last Duro-Guard 10 II-H Duro-Last Duro-Guard ISO III -A Min. 0.5-inch thick; Min. 20 psi Duro-Last Duro-Guard ISO III-H Insulation Duro-Last Duro-Guard 1§0 IV -A , Duro-Last Duro-Guard ISO Foil Duro-Last Duro-Guard ISO HD Composite Min. 2-inch thick Duro-Last Duro-Guard ISO HD -A Min. 0.5-inch thick Duro-Last Duro-Guard ISO HD-H EPS Min. 0.5-inch ASTM C 578, Type IX; Min. 1.8 pcf Insulation Adhesive Olybond Classic I Applied in 3/4 to 1-inch wide ribbons Duro-Grip CR-20 Insulation Adhesive Apply in 3/4 to 1-inch wide ribbons Membrane Adhesive Duro-Fleece CR-20 Meml6rane Adhesive Apply in "splatter pattern" at a rate of 8 Ibs/100-ft2 Duro-Last WB II Membrane Adhesive Fully adhere at a rate of 1 gal/100-ft2 Min. 3-inch tab with min. 1.5-inch welded lap seam for Duro-Last Membrane adhered and induction welded systems; Side -laps shall be installed parallel to the direction of the wood trusses for mechanically attached systems; For in -lap attachment, the Duro Fleece Plus Membrane Single -Ply g y center of the plate shall be 1 1/4-inch from the tab edge; Membrane Min. 4-inch lap for mechanically fastened systems and min. 3-inch lap for adhered systems with min. 1.5-inch welded lap Duro-Tuff Membrane seam; Side -laps shall be installed perpendicular to the direction of the steel deck ribs for mechanically attached systems DRL12001.3 FL#16039-R3 Iof3 This evaluation report is provided for State of Florida product approval under Rule 9N-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. , Duro-Last Roofing, Inc. CREEK Single -Ply Roofing Membranes TECHNICAL SERVICES, ILL APPENDIX A Component Product Installation Detail �,F Installed over min. 22 ga., 0.5% vented, B-Deck; Slurry coat Cellular Lightweight Min. 300 psi Celcore with HS Rheology min. 1/8-inch thick; 1-inch thick EPS board (1 Ibs/ft3); Min. 2- Concrete Admixture inch thick top coat; Celcore PVA curing compound applied at rate of 300 ft2/gal Insulation/Cover Board Fastening Patterns Description Fastening Pattern i m N ro 12 per 4 ft x 8 ft board Q m N .N- 16per4ftx 8 ft board v N N DRL12001.3 FL#16039-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 9N-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply LNarranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Duro-Last Roofing, Inc. Single -Ply Roofing Membranes APPENDIX A Insulation/Cover Board Fastening Patterns Descri tion I Fastening Pattern m 32 per 4 ft x 8 ft board W N Q DRL12001.3 I FL#16039-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 9N-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes o quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. m m N O ca x 4 E Z on w m d n Z cc W- a 60 N m c w U) a) a) Q ..'C. O w w a m a a Q O L CL d) C y a) .�+ O C O N O ) N (a L N N Lu m ig a) Lu E co a) to � Q Q Wl O C a a Q �6 a) M S m� U) o m CL D a) N v7 O a) L_ N C N •- U :3 _J o 0 N C U W o � w > a) c wU) 82 .� rn 3 w¢ co0 U W m a Z V U Q c rns W f- U O'er O Z O .- C 0 r a o 77q � a) •U U Z F- '00 um) ca c E 0 o w A U E_ a) N C _ U) O o U E t] �m U - a) d D C m Q M N a) a c t5 > E cm to d C a T N U a) O O Q N .0r-. U O C U .0 C L.6 ' co :3i0 3 r-No w 7 U ti rim N ° 00, a c O'2 N C "= OL O N T �_ O p E T C E U N C C a d a) N fa o y N N L L a:° c c c E > O U- 2c m m N N O T co Y OLL owm W m m m E E oai w rn3S YQ m m T Oa. CON N N CO a W In O p C O .q U C (0 O `�- U N o 'a C > v U O. o '� ,n O o E w d o c14 o w o rIL n O U LL L_w0 'o N c o.C.X • C CU _-'N II ,c 0 ,4 Y vN c E - m Xvai c w a c w� ` N N 75 N CDc a) ()c°io �� v i)i0 °o c� c v CD m wa)E «°m C �° 3 C E N U U ca O U C CDO .0 a) - N >` L a) E W a) _ •p p 0 fa m Ln w O L a7 L E o a) a)d m C m •� O• LL L L o O .3 m w •N cn O V m O. .O a) 3 p C 0 :: C C N O N au) a) m y ..N.. �v N N aa))om� a) T Uo C ma m O LL m C N 7 7 .D --L 7 7 O a" m m C LY LL Co L_ C .0 O p 0 0 O O U -'' �' > a) m +L-. L L C O +_-' Q d C N a7 c3 3 `o n ° d rn oaa))r0 •� 3 3Q�cn Oa. U E _ cm tm odic C 0 '� t U ''a C Q C m C .0 N O O O- N O C O w O -O O y N m 'OO` - N Q a) ° _ — N C — —m — a;E c v O U U E d o 0 m LL 0 o p � N w Q w .O E w N J `) O N '9 ^2 O V L) m w ° o� a� � v) a) ° a) a) > N j u -o ca'. E� T `00 C •- N d E p m w_ L w E a) r-. 'O O .� E w m ..- N tr N d a) a) O C L C M m U .Nt C d E N 3 p C E p C E O = p0 0L U a a1 p2 N C i tNA 'O C �. O N 6 T- CD L L T O) a) O E o(o T C J 00 C O O E 6 O) N y= C O L+a) a) C OM d O a O a �a E m a TO c mi° c TLL mp M 7 o❑ C O m w C O m� C3 N L w U n O O O c C g o O m E> 0 N m -0 o 00 0o p EN o 0Lo � p o a c E °° c« N 0Etc ,,= n� o -o,n a N p c •020 • c O o a°i C C m T� o TO `o J T❑ a TO 0 •O' 7 m> 3 m E CO C> O).. N C 6 rn N 0) E' o CLL a,n CLL C o CJ 0 C� 0 ,E N a) 0 O d a) 0 .O ii 7 0 00 OD 00 00 Om O a O n L UN N o� c T 0 Nm ❑LL N O'Xi ❑Z a)2 a) O a) h t h U cu C N 0) j a) a�j 0 Q) m Ll LL U a7 to I Z Q U U O 11 O 11 O O O W co n o` a) w O N .L+ . � tm to m o a U a) N 7 •O o� d y T E ca E o 2U J C J O N @ 2 N (1) c U C 'C N � 3 uj W d u U O c ;C N C d m X C N p N C � m 16 0 w� C 0 m N M y c z L 0 m ~m w `. m 4-1 > ^ en LL V _ L a) F- a) > O N_ t' O > d o 0 d N m w U L =O :E.G 0 3 a) @ w L O C a)O N cn LL d 0 a,om m w >. 7 U O !C w rn aa)) voCL (n >wo ° N c Na)� m 0 oL� d U N a) N U w o m.0 M U),4 m m f0 o a) w J N a7 2 o F- v d y m x _ E p Z 0 W �= a w J O Q U o0 c ❑a a) = E 2 c >' c U) a)_ _ U E N N w C a (a m O a) O a) � � a N a) L ,N 'T ,U ,13 -0 O r- v " Q)) X E a) .0 cu a)(D n w ) Eo :T c-'y Q. 0 zi X -D m N v O O C N C ..G A LO N O 1O, E.9 r o N 0) r_ N O C LID L () 'L a) E g oc 3 m —3° aa)) m — .0 NU)M asp m a)Cc LL N y O 3 >+ Z w m c f0 E >, o E a) . w Cc o y E Cc a) U N C; c ai 'm o f a) � a E Q w w UJ N 7 U w C 3 Nm WO) 'j 4aO) J tMo op c(D w a) > v� U Myy0Oa)w Q- w O Z H OwU) B �aU N J?a)W C w a) _ ¢ t3) a) ♦` w G w c0a) �Ns 3: V F- O — ,.- N c�7 IL a a) Q !L- W y � O I O `o> o o aiw � c O C a y `o y O U cC .9cr 3w o ti t� 0 X 0 C Z O C W C•�Y N a) hw a1 03i 'x W W o E 3 a3i ° a�oi,p Y v °3'Zw qx� tl) U y Z L `p Z W Q) Z b C m v Y V 3 Z `o a1 chi a)U O ,:: c :NQQZ a) mZo�U�cc w U U y w ° 3C�° U) _° 08 O a E CIE EZa)a)0 y V o o 3 ° . N IA oENE:?'�w>2EEN a7 Q U •o a) � N ��� U to N N en a)Q.0Q > E p p E a)> ¢ E cA C U W C 0 C C N UC - a) ¢ a) L ¢ a) N a) a) ¢ �oyo Ali ou oLL L a)LL.LL•pp y mm W O ¢ U� J J a:U¢ U cc v 'E o E -a -o -0'c 'o 'c 0 'c C o 2 L m U= m U 2 L 2 d L t ca U 2 .00 m U m- U= N •O N � u-Qd' 00 U U 1 JI CI I D' fA us Q. Qy ER CD W, 'M L9 O) LOW {A O) )p Of N Of E of NE u E of of rZ N :2 J TJ L v T J T J J O> N.- C, a) N'- > -' O> NZ a) - __. > O> N.- C te a) CC N M a) a' a) _. an d M W CID E ate)¢ U¢ ¢ �¢ �Q �¢ ua NO d a) N a) and J aoia) a) ma) J to 0) J a)a) O a7 ca Q a) a) r a) O = LL. m a) O _ a) O = LL_ a) g E E E E E E E a)a)y a) LL a)y LL OOh N O a)a)ca N O a)y U O a)y O L ° o C o° ° o° oo °' E w L.0 U O U O 3 O C O O N O N O> O N a) M - L d z is a) `—° E ° a 20 Q. ca) U U < CU. C L a C L a) � i a)L M a 00' oa ca ? � cc oa N c d O ❑ a) O c ❑ a) a .O L v O �.i o a a vo >, o J j d CL aa)) 0)) W d N � ° Q a) c� cv i E U O a a) L N O Q a) a) a)a) t -no .O O Q c 0 O CD C U C 'cA .- c0 N p U it L G N O U �' a O fNa T c0 U Q U c V v - ' a) CL > o a) C i.i M o a) i N o _T'O ca ❑¢ ❑¢ m O U C C c�a L p C cep J ccc (j Ui (j Lq � ccc m C a) O (V Cl) L9 10 I� NZ >+ Q ¢ U ¢ U Q ¢ U Q U ¢ U U U O t' N O m� � o L y U a7 C O ay E m E o d U2 J C J O y � ca aZ) c U) '- a U C ) 0 3 H -CL W E L U c u1 c a t w N p o c a) U O tf ca � ca N E t o cc N N mt d~ _ m (. a) > � u) o > O O O. Vl a7 w U L '=O t C 0 3 CL L a) w acy c p N O LL `1 iO"O .O w a) ca a1 w T = U O !~ t CL rn� o w >5 c w c a a) a) N O) m 0 a) fa O L « O, U �a)y ;n =N is ca w � � 7 � � o H Q o. �a) m r_ x a �� �,- E ,) Z 2 W J w w lr a IL J a O O 0 fU0 y n c E V v c w CO 3 45 Q c = = om C 7 •- r c N c c`tm o m C a p N x w O 0 C 0 ° a) 'G Z �Nw24t u�E 00 3wx a � m w O Q CO o N Ew m li N O U d- o 0 C w �0 J Co G E O C N ID w ~ n a Q Q 0 M c o .. o CD 7 C V C w Qc0 m U J J 0 c W U � o W c z" w� w a o� U_ a) n A/� Z m Q x U um F E cO aZ U U)p � J E N o >' Z U a �: L n w E W) m is to m C C N w Uco - Ln c o 0 0 � U ca , E 3 � c U) 0 U � cz- U fL0 Q Lv C m c~� U U � IO p O O, (O N v L U U c c m to '0 LO O Q mw C QCL O) X W .NO. .NO. d a a Z N N YC1 _ Q Q C C m ` m N V c cn cc LL m U) LL m <L O O tm = Q _ Q CD J J y o 0 Q o 0 w C r FA LL L CIO 10 •C � N J co CD 0 0 c tL.) -0 U W to O C c L6_ L6_ c Q Q Q E N y 2 >, Z LL LL rn U U ,..o 0 m O y 'v a o (n 'v M L � o C o C J C J a a U W 10 O C O_ >• E > y L `m E O U) Q U U v C E m J o C Q (D v a m C .0 cc E Q a) O Z N c +' N Q a) � C a) C CD i >� xLU a) o N 0 W aUi 3 U o m Z 3 LL Wa E a) as = p L `0 U C1 o c p O •4: c o. _co L .0 0 y a) acn a� 0 L C ca N U = a) V O > O -0a) E m 'o 0 m w a) C O m a E 2 a E ° m t o U f03 OA m ~ i0 0E) a E m Q o i = w Q Q " �, 25 o � LL C7 v1 d ° E 'O FL- C O Q _ O o O U rn _ 10 U 0 o> c o _0 m = 3 w U mCL > y o c E y L a !n �+ Q t 3 m w i cn >, O) J LL U V = L C 202 T+ N o 0 t cm o cad OL _ cm J U v c N U = d n LL m a \•'L"• 5 3 0 t 0 o O '=O o J LL VLL Q 0 t5 w 'O c U zo p) U v a) U = -0° 'c to n o« o o M v a� p LO y- n m 2 in a) x L0 mt �L U O_ ca •o m a E E t_- o as w 0 Q O O Q o> co _Ti) O o H �n C N CO — m x cma 0 o a� W �� a �= a co W- J O Q O 0 ❑a N �1 c U) R U) W U W wcn J N n N R n "E J E J > > C _ m N _ coN �¢ �¢ E L N a)N J a) J Q am E E C a) a) ttz h a) oa o c cu Cow N •O ,�.Op fa co C C y m� Cc law c >c L 2as co C U 7 O � C = 0) co V �+ ❑- V— N v N c CL W O00 a) 3m0-- N IO fNh 4b�o io �Nva o Z w of a am i+) m ❑ad UH m CL 2 NLLQ Q F- N a) = LL ❑ a) �01 p� ~� p vJ ❑ m w d 0 9)cu a) C L C U c U T J = NO o a o� Nn Fes- C c_p � �co N Q �) d Ta N o TO- o L A C : L Q �s C3aC3a� a) U w cc a1 'O [0 a7 'O a7 co Q E_U EU c y T O C N O C N o co •— J fp Ui p c U? 2 —CD cu y c c Q e c Q c cuU N tK �a oU) to E N yZ Q Q co CO U) a w ,nn ,on am Lo orn C L- M C O C O C C Fo C a7 E E a .n E E O a) a3 a) > °2 a) > o a) N > 00 N > Q _ co 0) _ mt UL Us a7 ;< -V;Q Q 'E .0� J () a) p p LL LL c� > > O O N j N Q) fl O h Li a o d y 1 to O E O a j p p a ❑ O ❑ ❑ d N N 'O N 00 .a E J o `= asa Cm a (0 X C"t ta)ii E ❑a)p v c c a�ci�`m m Q w �Lcc) Q N InIt:N N O N C tl o M Co ❑am❑; m cc N N� U toW C Jt O d C Q � •c ❑ CO ) F-' cu U a> O c y cLi U o p m 5U � L v G Lq O en ca U C N (/) O C_ _ a) a) 4- U, a;m 7 Cc U) o v v U aaci� cu m m oU of Q) a> mU oc as Ur m rn c Win- E m `oMma C w O L c 7 0 7 t p 0 'O .O cx o U a1 0 mui� aa)i C0.1 cn f0 a �'n E U>>> �U)W C? qZ!(D6N CL n `O `m O t v U) a) m m o C Ua) m U :3 a m O C ILy T E m E O N J C J O (n U_ Z � a) C ❑ .- w 0 cc U � C CD 3 ~ _T Wa L U o m O N c a ccx t w U) p N c 7 m N U O m � c o ca aai E m y c L o O M lD `1 C 5 > Mt N a) LL m a) ~ 7 � N > m o > a o CL o. m m w U t 'O L 'C 0 3 a) N w L O C y LL 2 cn d O O �p y N a7 N it: >. � � U O O (on- 5 w o o m c 0 0) m -t- cu 16 a�w 2�m c � w m NV 0 [0 M gym. N a% ,+_ 7 J N to K L O ❑ � O' a C N mm Ol f�0 X 0 2 W IL a J O Q O � _ ❑ a N rn c_ J J U) W U xw W J l N �£ �� �oE J J go- ' J �E ' J �9 ' J "E O N V N a) U) L U mV OC 7 aA U =N U O C N U = C U C ❑ (0 —I O U 3 (O ❑ @ C ❑ OCD (0. -O ❑ .N. (O ti N ❑ m c4 O a ❑ CO CD i O a ❑ O a N V T C U C U T C T.� U C a N f6 O a)L w O O O C T C U C C O T._ C C C U T'- U —� C U) a. 3 m O`- N V 3Q m—� C Na.• O 3 -Ico m U O a N ) 0) 3Na)N.03mc L0 CoN U Nww C m w C Na•30o 3� Co Na:t. 3 3N m—� C Na•3ao 3 m Q co d p U .O N ._ d N N p U, .O N,' v 3 :° N p_ � r y t0 N O U 'O � O U '� N o U 'O N N N L U N O N N O U N i +U' L U 3 y a) t U .- Lc,)' 'O C U N O N N L U N C O L U N N N C m ICU, ❑ m U 2d C N ❑ N N SL m ❑ o =a C N p ❑ cO C� w❑ 2 a) « m �' Co m ❑ m 0 p_ =a'� cn ❑ m U m =a = U-) -Com ❑ l0 p. =a C N a W m�� W my W m<O� N Waco u a) N cM ti NN W 6C� 0 W mc6 cn W m� Nn C N m a) D w N m 3 m N .m-. a1 N a) C O U m— L_ L C g U. U- m C p N J .- .O c7 L a) 'O J V C N N 0) w m N J V C aI J V C a) oin °3 0 = m U) 3 o cr p = m C oinw?� m N 3= 0 3 c m � o p = cn C '4) N o w m = m N 3 oin::a_ O N' o N a) 'a = m N 3 ❑"'�w ❑d V' = ❑J`� Lj ❑J OL ❑J c6 '3 fA ❑-i = ❑J.m.. 3 ❑J m N C h C N ' 3 h e co y c h C h C N C N C J f• L J J J� J r W � °E oc of of PE of of of N a oN Og O Og Og Og Og E - d Q L G1 C a) E O N D d O N O O N O N O N O N fNn U)U)fU) N N y N T T T T > >+ •C T C 0 C C C Cr_ C C y E E E E E E E ti c a n. a a a a a a m 'c �a t d m o to m e �O "O L N U wo m o 0 0 0 4 o-a o w o C O Q y N J -0 J 100 J CO _C h N J 10 C �0 O f0 i0 �� a V=j N () a) Q y O � Q y C) Q y O � Q y O � i0 �� d a) N N a) Q� O � !0 c co N a) 6 oca0 Cm a> p o a> p a� p Q a> p P oQ20L am a> p 2[2 �'c>a m ami oa. a a a Q U Q Q Q Q Q.4) U Q C Q c c 'O N ` mp 'O U)'O ` mm0) r'C3 mph L C Q +N-. C U y O p N m 'O O 13 O 'O O C w Q L O O m am M 'O 00 C a) Q= L O D 00 C O 'C N U C 242 N= 3 � ccn 6 O —M :n N 0 � L a f0 0 a a a a `0 m (a � a n m m cLi�•c rn w a' E c a)NL N M M M iY E a)�N-ui M E .N m N N m t O —a) O) O) T O. N O O) G m C (Nn W N �. lam[) O E C_ C C uj N (a l{7 O •� C cc N �. O L 3❑ X f V L_ L it X N L_ L_ co ) C_ d O aE�33 aE-33 aE�3N NfV Cl) V' to c0 fl aD coO 2 O a) L a) O N O L y U N 210 o. y T EE m E O N U J C J O N @ a�i c cn ._ T U 3 _T W a LU U E O C ;z` N c a N p `m c � aNi U O m� 7 0 m N 0)C L 'O 1-- 5 M N N N (7 N � L a� ~ `m> o > a o 2 o cn N .L. U L � = C 0 3 � w L v_ c O N ovv y m m w >. 7 U O o aoi ID O` O a N >w o d N `1 N CM m tf a C.) a) w .o .= CEO m Q) _ fn f0 `O F O' d J J N w U w w(1) J wa _U it Z .Z UU w a N E v U❑ w(Dm N N E L w O C N cLi o3aNia;dc. C d Q ai ca 22) v CD oZa U°=:°��nc C m a� c E ) .0 Cc c CD fcv oruco J O M U 0.0 a yc'oaf � �LL m 3H ❑ J CO c i O � J N � U N a G d N Q C o E L W 41 C cc c r+ E Li a �a U �C cc t U d � o J y Z O o N c a� O a Q 46 Y 0 O rn a3 � U X O W U E N O rn T Z CD u) ,e ^ w n w p ,o � n ,n is �c ME NE U) �E �E �E �E ' J ' J J J f) C) p .O o C 'O C (a N U U f0 •(D N '- y L C_ C_ U a1 N U 0 ci p O co a0j N t U c U O L U L a7 L C U O NO U C cn o N p N cLi N C UO J C O O D D J U ,n C c J C O c6 wo J c6 N 6 N a O U •C O o 16 N J O d C 0 3 N 0 a) E �7 a) "O O w 7 O w a ❑ a) C ❑. U a) ` la 7 U d' RD ❑ 0 o (cO O C a N co U co .❑O 4: f�a '❑O C 3 V N .c0. CL V 3 C ❑ C w C f0 •O :: Co •❑O Cl .. N Q N N .0-. L C` a7 C Ln N N N U U N O 0 0 a7 N a7 @ N N N N N O '00 N L '?-� U. cl N N 3 a% m N 3 ncoN o �:? m� r- cLi� V 3.ca) N 2 N m 3 c � cLiM (Cp onoUO C C O 3c�aoU�o U L' N U C C d LomL�cAdvu)vc,L6 N '> U N C C N E v? Tv =ot2i•3ci ❑LLw� ❑ T3 SoL2a) ❑-00 o d Ey=0L0aocioc� �,'- o a� N O C -0 to fA a 01 0 waow�a��S�oJnwao y 0 C y a7 N w a p a jn p C �, m N INO 0 J N (O J 0 2 U C J N M w N J w y J ca J N f0 C? fn J N U U a 16- +0-. mFL:E � OON C 7d,.L-. i N 7 laa �� 8 U .0.. 7a.+L-' ..0-. f0 c6LL~ 30a3 ❑ 3❑d 1�0a ❑ o❑ 3❑a;c C 'a) a) a) a) 0 a1 a) a1 1l.1 J J J� J � J L J E2 3 C E O EE C �cE Q �cE •C �cE QcE O E Z 0 c c V Q C _O V U U f=J V U U U 3 N N w w (n w U) N ` T T T 2+ T T T O O C_ C_ C C C C C IE € E E E E E a a a a a a E m N N a p d o J QQ e J Q o e L o e Edo L Ulm e .S-o L o e .9o L Uv a .E-o J o e >° 2 - m z�° p E ro z>o p oho o a,g �? PA° �? oAg oia o tl1 o' N � a� a a� � a� a a� a� � a� � a� n� � a� a� O�L� OQ� Q� Q� Q� -Q OQ_ ii •C ccN C E` N N N N N N N .0 O N= Q N= Q N= U) U)U)N 7 7 (a7 CD m 0 N N d N a' O = O> O O O O O _ O> O 0 o2 0 0 0 0 0 0 2 0 Y M aZ aN C. a a n aZ UN Q M, M C M= M M M coN coo C m> cm m Lo m rn a) 0) 0) 0) .•� r C_ rn C_ •�C-, C C_ rn� �•X� �•X� W W E wZ N M IT M T f� co >>� 7 `o m` C N ..L.. to O1 O � o a ai Nl V � O C O_ 0 T E ICa E o d U J C J O N l0 U aa)i c U C .0 m 3 ~ _T w a Lu U� O C N O N C N p � C 7 0 U O co 7 t' m m m a> c = L O m ~ m 0 M O aJ > N 0 LL C9 m L a) ~ a� > fl N o > a o T `0 N O• L m U L C L C 0 3 � w L C a)� � N LL f` 0 O O �O 2 a) f0 .L T U 7 U O = CM v o CL .o w o M0� m t:L 0 0 N a 1 N O N C m o N .-i N N 0 ry Q1 ` 7 J N to C 0 H Q O. C CO m 2 is � •n G •0 p W a �� a J O Q. O 0 Qa a� rn C_ U J J w U Olew w w� J wa U Z .T. UU w a tb ~ N~ tc) n A A A ti M E " E " so E 09 °' r�i .� tNif N N O N N N N fa ca m ca m m fa a a a a a a a 0 0 0 0 0 0 0 N L > C > C > C > C 75 C 75 C > C U L L t L L 0 N a) w 0 N N •O •O •O 'O "O •O aEi 3 3 3 3 3 3 3 j o 0 0 0 0 0 0 C C C C C C C V O C N N N X lL E O CD 0 O co 0 O co 0 O 0 O 0O 0 J c J O Z Vr-� Q C VJ d •O N C 'O a7 C .0 IN .O C m m� m aO io ..`+ 1 7 w` Nm j m 7'3Lr 7' ` OOU LoN ` 7o ca 7 t o)N o 7` m 0 wtmca'.m° o o oN aN JLE o: .Nm. �m 0 3w �L oca wL 3*F3 ',C oeQOC w �oe co Sw3wmmomcol o c3a �0(rO U -0Qc�J o o oC�oQeoC�o -0 U 04 y a C ° rQ ° m "O w3 mcO NcwC C y :: y OQ a)C v1 16 C O CQu OOV co E .m d QC o 'oc �c vc c vc No �c �o ac No y m ova oho Ems° Pam° E m Ems° ��° O 7 Q coO to co coO y Q toQ to QL Q to C — arc at ¢tr Qa Q'v aQ a0' Q� m N N N N N d d 0> 0 �_'a 0> 0 V_, o> o I ,=a 0> o �_1, 0> O io=v 0> 0 -a_ °> o O m O IL O O= O O o m O O 2Co = O O O= O O 0 2 O O o 2 O O U aZ aN aZ aN aZ aN aZ aN aZ aN aZ aN aZ aN Q N N= f� C M> N N= C`9 C M> N N= M C Cal) > N M C N= M> N Na M C\> N N= ` C M> N N= M C M> mrn2Omrn2Omrn=tomrn=1OWa LOCcM 0ccm C w C C w—, C C_ w C C •w C C_ •,:C+ C �tm— C 'rC�--, C �a— C w—, C �w� �w� �w� awl �w� �w� � x �o co C, O IL w w LL O 0 Z W O L N O 13) o L dj U N U � O OD O C N m E o J J 0 N t0 N 01 C T U C •c � L � 0 3 � T W a U ° c w ° c N a t '6 w o � c 7 N N UO f6 m E N L O H I m CD N N 0 en (O L N ~ 7 co N > n 7 tf a O > a o m aN N .L+ U L � L C 0 3 a� Co'r -0 . -, a o w mCA a)m ca cc 0 0 .00 O W > w o O CL C N 4), m � o O a � N N o� m a) w N m O F- Q a Flodda Departments BCIS Home I Log In I User Registration I Busines Professi a IProduct Approval *R--USER: Public User Regulation Product Approval Menu > Product or Aoplicati OFFICE OF THE FL # SECRETARY Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name v Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiratio Validated By Certificate of Independence Referenced Standard and Year (of Topics I Submit surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I > Aoolication List > Application Detail FL16039-R3 Revision 2010 Approved I] Duro-Last Roofing Inc. 525 Morley Dr. Saginaw, MI 48601 (989)753-6486 Ext2296 ajanni@duro-last.com Janni Al ajanni@duro-last.com AL Janni 525 Morley Drive Saginaw, MI 48601 (800)248-0280 ajanni@duro-last.com Roofing Single Ply Roof Systems Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received developed the Zachary R. Priest PE-74021 UL LLC )ate 08/29/2016 Locke Bowden I] Validation Checklist - Hardcopy Received FL16039 R3 COI COI DRL12001.3.pdf Standard Year ASTM D 4434 2006 FM 4470 1992 FM 4474 2004 TAS 110 2000 TAS 114 (B, D, H & J) 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 08/29/2013 08/29/2013 09/03/2013 10/18/2013 07/07/2014 FL # Model, Number or Name Description 16039.1 Duro-Last (Roofing PVC Single -Ply Roof Systems Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL16039 R3 II Assemblies Appendix B DRL12001.3.pdf Approved for use outside HVHZ: Yes FL16039 R3 II Installation Appendix A DRL12001.3.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-1025 Created by Independent Third Party: Yes Other: See evaluation report for limits of use Evaluation Reports FL16039 R3 AE Evaluation Report DRL12001.3.pdf Created by Independent Third Party: Yes Back Next Contact lUs :: 1940 North Monroe Street. Tallahassee FL 32M Phone: 850-487-1824 The State of Florida Is an AA/EEO emp1jer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public rel ords. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October IL 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls 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: r.7 ® eCheik PAW Credi SCAr—A J April 21, 2014 Ceco Door Products, Div of Assa p Attn. Mr. Jeff Badgett 9159 Telecom Dr. Milan, TN 38358 )ur Reference: Files R27575 Subject: Standard EqL Information S )ear Mr. Badgett, -he purpose of this letter is to provic ;ode submittal. There has been no / The requirements of the 20( equivalent. The requirements of the 20( equivalent. The requirements of the 20( equivalent. Should you have any further q Very truly yours, Kyle A. Flondor Project Engineer Building Materials & Systems U L LLC 333 Pfingsten Road, Northbrook, IL 60062-2096 USA T: 847.272.8800 / F: 847.272.8129 / W: U L.com a ,y Door Group LLC >) & R27576 (Frames) ,e of Florida Building Code Submittal — FL4553 Standard equivalence reference regarding your Florida Building range in the test requirements of the following Standards: and 2008 editions of ANSI A250.13 have been deemed technically and 2005 editions of ASTM E1886 have been deemed technically and 2009 editions of ASTM E1996 have been deemed technically concerning any of the above, please contact the writer. March 31, 2014 CECO Door Products, ATTN: Jeff Badgett Division of Assa Abloy Door 9159 Telecom DR. Milan, TN 38258 Our Reference: Dear Mr. Badgett: Files Information Thisis to confirm that the produ R27576 are currently under UL' hovered under these'flles are eva le R3791 - R27575 LLC )'l (Doors) and R3821 (Frames), i75 (Doors), R27576 (Frames) of Participation In UL'.s Follow -Up! Services Program ervice Submittal -I FL4553 .s covered under your UL Files R3791, R3821, R27575 and Follow-Up'Services program. Please note that the products zated as follows: Positive -Pressure Tested Swinging -Type Fire Doors (GSZN); Swinging -Type Fire Doors (GSYX); Exterior Swinging Doors (ZHCW); Products for Use in Windstorm -Rated Assemblies (ZHLL); and 'ile R3921 - Fire Door and 'ile R27576 Door Frames i e hope this information meets ;1 free to contact us. Jim Smyser SeniorProject Engineer Building Materials and Systems UL LLc 333 Pfingsten Road, Northbrook, IL 60062-2096 T: 847.272,8800 / F: 847.272.8129 / W: UL.com I Frames (GVTV); needs. If you require any additional information, please i rf � 7l a 1 Wi 10260 R1 I I, I i SINCt E SWINt-, F 1 1l 3010 ? 100 7'SI MAX DESi' 4080 1 70 PSr MAX Drsir 4" MIN./14" MAX. DFE1 t 6 CA MIN. b O OR WEi DFD (1 7 CA. 4 IVPACT RATING - 350 F ANC! IC 2t ML I I ANCHOR TYPE --_ EO PIPE & SLEEVE (BUr1ER-L4' UP f0 3070 MAX.) WOOD 'RUCK 3/8" X 6" LAG SCREW FO " F51 & SLEEVE (BUTTERFLY UP ,TO 3070 MAX,) MASONRY BUCK 3/8" X 6" EXPANSION SIIFI.I i Frame Installation Instructions For Use With FL 4553 J�1N1.n. �' :u'.E :w.vi •tiM f__ II II - (t III j I II OR i ZONAL 11 I 1 I1ARDWARC OR HM MUttION - - H iit — u II iI II II DOUBLE SWING I (t II � li n II I I 11 - jjt II JI I - � +l JI II u N 1)A0 Soso MAX J 1 OAT) 4" MIN./ 14" MAX DEPI H 1 16 GA MIN. KID Oft WEI DED (1? CA. WE I.01; 0 ) 'CD) DE&GN LOAD = +/-70 PSI LBF IMPACT RATING = 350 FT -LBF 1) U1 Ai1AC11M1Nl 'o & ;1;0 E. Opening Sues Ovc, 6070 Pars I LOCATION — LOCATION - - -- MASONP', "T" - GROUTED (Head: 3/19" 6" 1 apgns�on Sh u W'RF MASONRY CR0077D (r 'oo. 5/8" .. 6" 'oo';,n„ WOOD STUD ,V IA S+UI, (NO 'LOOR ANCOORS) 'ou,ei-. 'r Olac' Wal 12" MAX. FROM EACH END & 19" Or :7" .MAX. I ROM rAC11 LNU & 79" O C 1G" i4" 0,C 0 GROUT JOINTS 16" - 24" 0 C. GROL: JO'",-S 6 6" A ;OIJ4 ? 1 _ klAx I OR 'I'll RM, j 0;11 SPAC7 Cz ('•iA •I QR DDled E 5W.Ni. -dAVES l'A I"1 .ACe 1GA6a „-A )S, f') -P A>J;n17R5 ;i•rJJ,u;p W'ILN NSIALLLD IN VIS11`IR• VIALL OR (? 110-1 ANO-U+S QLQ1,'NLD R+1L>1 ',N='ALLLD N 5'LD WALL Li)CATQ%j OF Ator•107S TL 3r_'15- FRBV c'"1jrCRt.,Ftr U, rr;AT'r SIC AO. 0- CA+, 61 OROJi•'7 'UI 5U 1- VIN CONCRG Ir ..Ft. i S ZC9 6010 OP LESS REr E'? .1 TA-51.E NE�OV_. THREE -SIDED FRAMES Meco Door 401MAMY 0 Jamb:]? Max..:From Each End & 19" G.G. r He00. (4) 7otat Read. 9" Voz 1'rom Centerline of H_eco. 9" Mm, from Each H:r,gc ,lamb 0 Jamb:l?"Mo, From — Eocn End & 19" O.0 p tread: (A) total Re—q'd, 9" Ma':. FtOni Centad'n1 of Redd, 9" Vaz, horn Loch fGnge JO11lD r- Jarib:16"-?4" U.C,@ G-oul Joints 0 Head: (4) Total Req'd, 9" Va. Iron Centerline of Iteoa. 9" Ma<. I'Ioln Each H;. CjV Jomb. kD Jcmb 16" 24" 0 C 0 Cooul Joalts a dead, (4) Total Req'd, 9" Vu\ (la• Cemerure of �Iecd. A" Va. Fro— Fech tl:ngn :a•no @, Jamb 6". 6" e[=qual-21" Mo- 'or Inte'—scfate Spaces 0 Hc00. (4) Total Req'd, 6" Va.. I r"1 C'enler"ne nl llftaa. 6" Va. `lam _ach -Loge Jamo NA Page 1 of 13 F0291 KD OR WELDED (12 GA VVELDED) DESIGN LOAD=+1-15D PSF IMPACT RATING = 350 FT-LBF 4" Max. � r ) 12ga.(.093mn.) A� headline! II .1 96 " Max. Opening II ! 1 �1 j Sato"e.e 625" Max. rm Frame Installation Instructions For Use With FL 4553 10(7' 96" Max. Opening Head Anchor (Bolts Only) Locations { 4" Max. & 3 Anchors Equaly Spaced (see note #3) B­'I� C ' I i 1 . . __ . 6- - - B— Intertbr mew Pair FRAME MATERIAL 14 GAGE (.067 MIN) COLD ROLLED OR GALVANIZED (A60) STEEL. 4' MIN. FRAME DEPTH 2" Min. 4" Max. 6 Max. `=qY --- J (TI 12 ga. (.093mirrt) �r Q headlintel j ,1 L � ti I o y D I fn fl o I 1I I a g' o l � I l 6" Max. L I 1 -«4 1)8080 max. forpairs, 4080 max. forsingles. Singleopenings are described in active leaf of pair. 2) EO anchor locations shown. MT or WM jamb anchors are optional. EO bolts only option for header. 3) (2) EO bolts in header up through 3'0" singles. (3) bolts up through 4'0" singles. (4) bolts up through 6'0" pairs and (5) bolts up through 8'0" pairs. 4) Hinge (4.5 x 4.5 x .180) locations are Ceco standard. Curries & Fleming locations are optional or+/- 1" of any locations tested. 5) Frame header is reinforced for 12 gauge lintel. l) Frame is prepared for approved Multi point lock and surface bolts for pairs and approved Multi -point lock for singles. 7) Frame header is prepared for surface bolt strike. Preparation is in door rabbet for inswing as shown and preparation is in soffit for outswing. THREE -SIDED FRAME Meco Door Page 3 of 13 Wi I Frame Installation Instructions For Use With FL 4553 1­0260 A V vva i •UPrY]vAt a' FaCk j r -- - - Itnur •<I nr, ' i nxs ( i � I f - vrrota run •ws I SINGIA S INC 1 asrwr _ CU NhsW P4U r! Ofm Ntpl �' 3010 MAX IL 4" MIN /14" VAX DEpIH—�Y �yruiv 16 CA Mu-,, 1,0 OR WELDED (I-) CA. WELDED) DLS,CN LOAD - -/-100 PSI IMnACi RATING - 350 FT-i 1'3F ANC,IORS & MF11101) - - O1 AilACHMLN1 AN l IOP i.rP� OCA!iC)N - F0 PIPF & Si FFVF (t3UFILRfLy UP FO 30/0 MAX.) 11" MAX. FROM FAC•H WOAD 5UCI-_ ;:ND & 19" O.r. 3/8'• X 5" LAC SCREW ( EO - piP_ & SLEEVE 1 (13UI If RI I f UP 10 30/0 MAX j 12" MAX. FROM EACH MASON(Rf ULJOr FIND & 19" O.0 { } 3/8" X 6" �Xr Ar<i510N S-F; I VASONR; 'I" raarlL�I, 11 16 - 24" C CROU' O�N1'S 'n -, 6" 6" OuA, VA/ v n :":R ANCH1),Sj ^,t� NIL'zM:.Jlnt ;�nrl_5 I' pouicrj Ir -1ice Wa1 PIA THREE SIDED FRAMES Meco Door Page 4 of 13 AMAABLOY Windstorm Frame installation Instructions For Use With FL 4553 ,. 8„ VAX n �r { N '\S,L NOIL OI DOOR C)PF NINC 10261 a n A 1 1 � l n I / ' MAX SI[ `LIJ )RAUTIN 94 01']1S St.LLON IDR A,tFRNA_F FRAVI FUVAWINS, I DESIGN PRESSURE - 1 / 0 PST IMPACT RAIINC - S`,0 r-L I ALL ' RAML °LRtVUL,RS & I ILAUS Of rASENFRS SCALFO Wl''I Sit CONr 3, CORN' R CONSIRUCIION - t I I)I 7 ('INI e A ANCl10R5 = SLL CHAR? BILLOW S, FRAME DEPT1: = A" MIN / 14' MAX -6 A )MIN 6 000R OPt"NING - 3' 0" X g'-0" SINGLE MAX ?' - 0" "AIRS MAX. / 5I01' HI-ICH, = 5/$' V-N 6 FUI_( H_IGH7 VERTICAL & 6' UR170R AI MULLIOT•:S NUS' 6� RUN101 r_CD lull,• (;�) 10-GAUGL X 3/4- X I AMI pFPIll "C" CIIANT:FIS INS1AIFO B Cie TO BACK 10 :ORM S!MULAILO I" REAM S� DciAIL "A -A" CLAZiNt., } DIM, f DIM. D!M q;y, FRAM!i -Ar SI ( MATFRIAI 3" 1! DIM' A j MAX. MAX, _ MAY, MAX, VIN. MAY, LASSLM A SA` E. I Y PL US 2 36" 79- 36" 9'I.- - LAVINA4[p L.4S5 y _ 'BEOOIN^v t- -S CLOSLJ CELL rOAV TAPE. 1/3" k I/2 ANO COW CORN= "5 S-RUCIUHAL S4'CONL 1 3/•I_SILLL Slit FLNL0, t•ONL"COVD, PO;YURFDeANL, MINLRA: COPE. OR POl YS'YRFNF CO,'?): PANrIS (13 Cc W,, - 16 Ca V.,) VA', P.F IISFO IN :dU O' CLAS_=LAV �ANCLS ARE WILDCD ID 7?AVE WITH W:LDS LOCATCD ON III[ S:DCS 3" VAX r.ROV CAC'I END & 3' %lAv GC & ON THE 76,` & GDi:OM 3' VAX ..-Frjm EA(II ENO Er AT 12" VAX O C THE tVc'.DS ARE VIN. 1/4%7--DS X 1/2- LUNG PANLLS 10 8> INSIAU)D IN EXILROR (OUTSIDE) RA8811 WIDS ARP IOCATcD WHERE IIA14H AHU1S. rRAVC SOFT -IT pA:dC15 ARE SrW ED VYRH SgICON� i ANCHORS & ML) 0D OF ATIALHVENI f ANCHOR IFPc j _ LOCATION \ F0 - P,Pr ✓ S,,-CVr 9 JAMP, "2" MAX FROM S'LL, 8 -:+04I HEAL) & 20" CC OR 3Ul,LRt Lr 70D EUCk P HEAD - - - - -- 2" 1 ROV LAC,' VLRrICAL NLMELR & I.,- O,C. \ '_/?' Y 6" I AC,- r.Rr_ V7 FO PIPE & S, - ' 0.2 EIJi'I Rf Li VASCINRY BUCIt sv Sit I 0 .;AVI3 )M R''CAI V,,, VI3�R & 0 M'C°.PAN �' R1 iA j I Vr _ — _ ; o" MAX. rROV Slit. E" FROM 017W) & ?0" 0 ._ , DEPTH 1/_" —., O CAJG: - 1 f +il 7:,p . - 0'I'AD; 1•Y' FrIOV rAf , VCRiIi A• ,Ai V.iFR Ai 14" ()C! Y SILL I " 190M LA:H VLR,ICAL YLVEER & O' VIL)$PAPI k/3- x 6" LXPAt'15'0N 51 ILLS IO I';p 1 WrRF MASONFaI C)P 1: 350NR, "Y F•RI�1JTr'?, ! WELULJ 10 HEA_R, JC � -- - ®AV VA.< 8" FRDY tACr v4J b 16- UC HEAD 10ILEL C,,NeNEL HEADLR '3011 V . 511 VcR Nc2 MUtiPAN Wr' OF7 T,, STFFI 9UC^ _ G JAVE 0 H?AD 9SC L ! MAY P -N IM S LL & 27 5_ " MAXMAY U C. •'-Wi 1 rF �7 --U SFi 1 I C ,ANNI I It ADF R , 'EOM LAC, I VLR I CAL V: VGLP & 01 M'J:PAN •.,` 71pp, CiI;G M F'N STUr+ iNU FL:JO„ ANC•YURS) I JAVE Ir I_AD.I 0 S'L- L. VAN FR'PJ SRL .•', 175- MAY QC, Mxa . iiOV LA" I, VEII CAL ML)J •?L i_& Ic" C_C :C•V EA,:-1 V:R ICAI. NEMEER & ry N'D51'AFI I:7 HEAL) VLV3C.31_ -OR r•LAO> .L�- 04AN 6', )(A E AUI7"O";S 2" MAY >D,J EA•I. V)SI CA, :•t VP.: i u La VOL")`I' O7 SIAN •••1/I' ICI¢; 1• VA• 5:',A ' A'IS I,^° WI). 1 ) LINC UI1 IO S1,11 ;AV•i ':I?I, 1) W,I". I) IN S'lI C..•A,',Nf & f4AVIS V,• �') IG S�V P'A7-, S,.IV "IAIf� 14 P'� '-1/.t' C"P.c AiIR II,A)1 JAVR ,)!."H 'EAWR V�LL')S i0:A rb 3' rYOV EACH JA46 & ;npV EA-:- 5D' Jr •r9",-AL V��J,1'E & y V17P'J N1 U� 5Pml: V" •IEAO A3CNi OOCRS W:l:: AFC ?P. 3/16" � CNC - •OJ PLA' S ARE c?OVDED E, 01-IIRS AII•P Vlr ..11;(; IRAVI IN S�:V�, CAI- I. "At`, P. •P.^,-`I I'-�AN$) S)F.LCII,PA� '•If . F' r0W' 1I VI T RI S,I V P' A'I C A'71 Vr,l') LITE AND TRANSOM FRAMES Cceeo Door Page 5 of 13 AWAaBIDY Windstorm Frame Installation Instructions For Use With FL 4553 1?' F VAX 1 I; fs i IiI 5EC'dLU�+Rnfia 'rjin iZ&x2V ' Ot51GN I�R£SSIJI+L - +/- 5U 'SF IMPACT RAT,*IC - 350 rT-LBr 2 All rl7AYr P; R(Mr TFPS & HFn S Qr FAST,-NFR5 S"A! F0 WITr. SILZO IE 3 CORNER CONSTRUCTION - 1'!£LE DJ ONL'f 4. ANC"OPS - SEL CnAR7 BELOW 5, FP.AV.E DEPTH = A" MIN / !4 VAX, 16 CA V•N GLAZING MAiCRtAI FRAME FACES DIM "R" DIM C" MAX i_X�-'QS_D CI AP D ,A{21 n 6,M A' wM !. MAX. MAX MAX- ( n.) 'G ASSI AV SAF t l v PIUS 2 4" /?" ! 911" I 5+84 L AMINATFD + CLASS 6. STOP !)P IGhII _ b/B" MIN q'OOdJG 5 C!OSFO CFL rOAV Mai- 1/8" . 1/)- A.ND DOw CGRNING 995 STPVCIURN 4000NE T 3/4' STEEL STIrFENED. TONE+COMB. POLYURETI-ANE, V:NERA! CORE OR I I IJ! 1 HI IGHI V, kIICAI, & 5 Hf RI/ONIAI POL.Sr,RENE CORE PANELS (19 Go V•, Ia Oa Va.) MAY 9E USED �N LEG OF MUI11lJ�5 VUSI t R-I1J�`)HCFI• 'NIiH GLASSLAV PAItE-_ ARE WELDED TO FRAVE W1111 WELDS LOCATED ON THE SIDES J" VAX (2) '0-GAuGL 3% rRAY DEDTI' FROV EACH END F 3' VA) 0C. !i ON THE TOP r DIJ 3" VAX FROM EACH ENJ !< Ai 12- VAR. O.C_ T-r WELDS ARE WIN 1/4' WELDS z 1/2' .Ol* PANIELS -PE 5_AIED C" L'I IANNFIS INSTALLED 8AC% TO Yfl. SIUCUNF BACr TO rORV SIMULATED "I" SEW. 5.L1 1]T IAIL -A n" & ME IIIOC Of AI IAEHYI NI - I+_ _ N•:cHOR ",PE _ LO_CAI_ION ( rO PIPE & S F- Vr 10' YAMS I' VAY ' RUM SILL, B' 1 RUM NLAO & _D- u C 6R 9L:T IEPrL,' WUC10 RUCH F. I II AI) FROV EACH VERT CAL MEMBER & W O C i/E' % 6" LAG SCREW I. 5{.L I i" rROM :AL'N VrRT(CAI V=MBE? & A V:RSaAPI I £0 - PIPE & 5 r-VE ;g .IAV8 ! 1 C' MAX rROV S LL. 8- FROM -IEAD 'u 20- O.0 UN 3LIi iLPI LI iiw ICI AIIT'ROM EAE?I VERTdCA- MEMBER 3( 14" i)C XPMaSlolj SI,� I I ;; Sd I i ?- FROM 'n411 vIRTICAI vFMBrR &. r M r)ST'Al4 c7I NnSDNfi, r]ii ry JAM Li 3- VA. -'ROM LACH LAD & IG" 0C WL110F0 n S'n -'Ar," I '+r A,) •.• !E UEI) !O S;ea CHAN\E: L- A,JFR FU ':rS n4 r;I; nFR� 1 1 3/8' > 6" BOL 14 ='11 �" 'GM EAC'I V[17,7IrAL WMBER `&.. ", VIDS-'AN Rr 1Mr6 :••>__\IAi I'inM 5.1, & ?/.5c MAX I).(.. WLvGL] 10 SI'__L '3U,, I!P .:i A;1� L-OLD 0 SIE_L CIIANNLL H ADLR Iii 5!tL i RnM rAl.I VFR'IrAI VrW3FR & v V'n�AN WOOD 57UU IO )AMR J. 5 VAA rROM SILL $- '7 5" VAX 0 C. M A elLl) IC: •e A'?'' ..AA IROV 'ACH VFRIICAI V"-MRER .4 IU- rjC I LiiU 2 A%I. 10 FS) IC S'I i L )" - ROM FAE F• V%R'ICAI )J-M3rR 4 -Q' V'OSIAN ••I0,; 6 It „P :ILAU V:V31.RS -I.-? "LAD: LLS, . 5% Lr]CAIL A! �I ;IPS 7' VAX. 'rfav LAD VC•:'ICAL VFV8�4 a a v'_X,*•I. or gPAN II1C'.- VA'. >.I,IV >LAiL� (;' IY UL . /- LUN R IU SUII JAW J1, IIr) WLLDED IU SILL[ �.IA4:IC. 5 :SAV': J/;'. -.ED -0 S111V a A'Ec - -�L'AuE: 111 : -t/."-i_M1(Ci IA'. .A!!E rIC�.,, YlF�.]S I CICAIFO i' =F. G!! FACI^fY SPA% G' •1-Au AeCNr h1:L:<[ YIELDS A:t V:I }. c• r :)NC, S•-IV P. ATIS ARO 'n7VIj--D .' " '; AI ILI''fiL_(1�':C oAMI U S,MS CA„I. rAI fJ+IWL _N tr4VL W,LI 1.IILIII'J74 S!L_L CI V4, 54'IC, S, !v FLAr,,S N?I VI)r, BORROWED LITE FRAMES CCecoDoor ASMAB" ?E"1=I - 114' t 0GAUCT —I 1 I I �D !bC 01AI1 "A A" Page 6 of 13 Windstorm Frame Installation Instructions For Use With FL 4553 "1" BEAM CONSTRUCTION F0292 10 314" LEG OF "C" CHANNELS FULLY WELDED TO FRAME FACE IUOUSLY 1 CONTINUOUSLY WELDED ON BO' . I.- .r - -�` t 7U" MIN 116" MAX (10 "C" CHANNEL PROFILE WIDTH -1 J4" NOTE: 1. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE REINFORCED WITH 10 GAUGE "C" CHANNELS (ITEM 10) IF EQUAL TO OR GREATER THAN V IN LENGTH. 2. 10 GA. "C" CHANNELS MUST B INSTALLED BEFORE WELDING TOGETHER. OFFSET 3/4" ON EACH END. 3. EQUALLY SPACED AT EACH ENp OF MULLION. FRAME CONSTRUCTION AND MULLION DETAIL Weco Door Page 7 of 13 AWA ABLaY F0 -'65 Windstorm Frame Installation Instructions For Use With FL 4553 I ' 1 j 1 Tf2S1 `''LSL TFRSL TF TI'2aSL pi-111ON- AN LD JNOS _ LZ,L tSL Lam:_ RPS, WINDOW FRAME TFLPSL TFRPSL - J +I 1 � I 1 i ARC,IL, FRAMES SLOED FRAMES VAR F S ABOVE FLOOR WINDOW FRAME ON FLOOR ALTERNATE FRAME DESIGN Meco 000r Page 8 of 13 A%A ABWY Windsi i Frame Installation Instructions For Use With FL 4553 CONVENTIONAL FRAME COR1,4= R ASSEMBLY SLo�=. roR (:t1K^Jr• n IAHS \ C-0 - N:.R ZAPS l 5_uT mr.r� J/Nii ;nG IAV6 IAF3S I Isw ;'bbh , Vonc,— 1'c O": Irc•nc 'tio to ov3,P grout % ulucy;rq hWcs BLNL) t-URNLR ;A3S --CIVJARQ \I]L C,� RAMC J 011.,_\fD ,IAMH IABS I uWn4li 0G I S11A or IFRAMF DRYWALL FRAME CORNER ASSFMRI Y V I I I 2 l- _I t;; 5, ()PA: :!-At) SPREADER SQUARING THE FRAM yw m vrnoe spreccar n;;s, be sul:olc cncl r+mae _ frr•^, L.rn�g nt ecsl 1" ��lo.l �enyr+ o' ;placo�r Itr ,5;q�1,. ,a �� v�Ji•n '=PI MCa ,. eC,u�,.5 our,;• r�C w nU, �_ ir(7•ur. n fr,. Yt•j ��� r�C � ICV�' r,ltiiS ']•' .� Y rl� W•or ., v _ l'I •.ill l' I,.r �.�-.11r, S;�CiI ,r1r;r1 tiles *t l) Ifl r'ua '�fl. •,. ^Crnf)� �.I 1 5'rt.liil ll�r tr+ KD FRAME CORNERS Weco Door Page 9 of 13 AWA ABWY Win 11o'c!.r_t prGvdea thirl. wall hcurd ♦ 1D slu �- tud ---I S".3p 'n MF TAI STbD / "o,akel prov•ded rot I /?" o, 5/8" lhir.b wndl boo,d — I a� i ll.sh Or I Wel stud -1 - MF IAI SIUL) ANCf iCjR 'oche; p•uvh;a<; for 112" 0 5/8,. 1hiC}. wal' o0o•(j S/g., t >,I t— V!,_IdL orm Frame Installation Instructions For Use With FL 4553 0 HOR W(.—)C)D STI—jqs _,'., STRAP ANC1-101? I. I Welded ME,AL STLI"Z" AW"I 1OR P rich Ql prpv+iln0 (w 112" or 5/1" ;hCl. well h�h�rd ♦ f flush p with I snuo-h lVpe WOOD S I'JG ANc,HOq (used olso re, METAL STUD Wolls) -� 2 - Snap •n tVl)� `-X1ST (`.I(_ c )7,1f NJINC ANC•I II.11; STUD WALL FRAME ANCHORS Meeo Door Page 10 of 13 A%AABL(N Windsi i Frame Installation Instructions For Use With Fl. 4553 WIRE VAS(,)NR, Ai`y(�HOR (0f-,E AND STRAP VASONRY ANjCI!()R Y,. Wei ea EXISTING' (.,'ENING WHOR 5nnp-4% lYpe VIASO)NRY "I" ANCHOR (ADJUSIAR, F) X1S!+A'-' GO, NJINC, ANCI 10-R Weld=c.�`• STANDAPL-) 1- L'JC)� AN("L.C) RY WALL FRAME ANCHORS Meco Door ASMABWY Page 11 of 13 Windstorm Frame Installation Instructions For Use With Fl. 4553 F--Ipll Al"IF1 LUNu 111L(L LP '1 AI PL I L I nr - Amp, P B7 PAr T . AIj Nfj Ai nr' WATER IN JN -771 N • le' LtqL-TH & P381 APPLIED ON ­6 11OLSHOLD SfAPTIV, AT 111E L&Y� P ' - JAML PFM41NFJFF' Dr THK1401 D � WEAIIIERST,Rlill IS r 1u =E Mll I 111-MO PE W I I 1 Ml'. -I UW111 1 2- ,2 Fl P 2 . Ji 771 m LWA I L- It,11 IL I -A I I LJ N -, 11 L I. I i j N ' I-T - ." 11 ,-'L --, U FILTRATION PREPARATIONS SINGLE SWING Meco Door Page 12 of 13 AWAAB" WindStDrm Frame Installation Instructions For Use With Fl. 4553 ONT' w1l'I ki'l Lx: I AND TAAi1jjWAFt Mlil i idN p -1,-;9 (-0) r13 R5 38t, .44 T r 31 32 0OLLOW PIETAL M!JLL 1UN, r id` Ill, I H 0 I'3b 1 APPI I I I I IN 1111111 MIJI! 111%, PASEE IS SIARijNC, Al THE M, I RT-.%IAT-14DFP rIF t f[ibi F 771 '3 1 FR F'A-Ie, -4;5C I PLMKU H M" I P1 Mst I rl-KJ] Ie 1.1 t't 14K.-T PL Nl!;.Ll 3! 771 JWILN WEATHER STRIP FOR WATER INFILTRATION PAIRS OF DOORS PER TAS 202 DESIGN PRESSURE 60 PSF i J:0- WAI EK JIMM11.1 RATION PREPARATIONS STANDARD SWING PAIR MmCecoftr Page 13 of 13 AWAABWY Windstorm Door Installation Instructions For Use With FL 4553 ,ImpactStiffness Class I *Max. Door _ . Configuration Type • Max. Size Min'. _ , Design. Load � -Strength Min. Latch Throw (in) Lock Side - Min. Latch Hardware Type Gauge. (lbf) 'Medal lion Legion Cylindrical Lock, Ultra Inswing/ 30 x 70 18 +/- 60 1/2" cylindrical 630 Mortise Lock Regent Outswing Single 3/4" mortise • (Deadbolt not Omega required) Fuego Medallion Legion 1/2" cylindrical, 1" deadlock Cylindrical Lock x Ultra Inswing/' 30 x 70 18 +/- 70 3/4" mortise 1" deadbolt 735 Deadlock Mortise Regent Outswing . Single 1/2" act latch, 1" deadbolt Lock w/deadbolt, Omega (ICL) Interconnected lock New — Medallion Legion Mortise Lock Ultra Outswing 30 x 80 18 +/- 60 3/4" mortise 1" deadbolt 720 w/deadbolt Rim Regent Single n/a rim/vertical rod exit Exit, Vertical Rod Omega Exit Medallion Cylindrical Lock, Legion 1/2" cylindrical Mortise Lock Ultra Outswing 30 x 70 18 +/- 60 3/4" mortise lock 630 (Deadbolt not Regent Single n/a mortise/rim/vertical required), Mortise Omega rod exit Exit, Rim Exit, 'Fue o Vertical Rod Exit. Medallion Legion Mortise Lock Ultra Outswing 40 x 80 16 +/- �70 3/4" mortise, 1" deadbolt 1120 w/deadbolt, Regent Single n/a rim/vertical rod exit Rim Exit, Vertical Omega Rod Exit Fuego Mortise Lock Medallion w/deadbolt (active) Legion 80 x 80 3/4" mortise, 1" deadbolt / / Surface Bolts Ultra Outswing pair 16 +/- 70 11/4" surface bolt 1120 (inactive), Vertical Regent n/a rim/vertical rod exit Rod x Vertical Rod Omega Exit, Rim Exit x Mullion tiffness Class I Continued on next page *Glass lights may limit desigin loads. See details to follow for additional information. **Louvers are excluded from use with Trio and Trio-E Doors McCO Door page 1 of 16 AWAABWY Windstorm Door Installation Instructions For Use With FL 4553 ContinuedStiffness Class I .. *Max. Door Max. in. Configuration Design Load Min. Latch Throw Lock Side - Min. Latch Strength Hardware Type Type Size G uge (in) , (Ibf) (psf Mortise Lock Fuego Outswing 80 x 80 16 +/- 70 3/a" mortise, 1" deadbolt / 1120 w/deadbolt (active) Pair 11/a"surface bolt / Surface Bolts inactive Medallion .Regent Inswing/ 40 x 80 14, ** 3/a" mortise, 1" deadbolt 2400 Multi -Point Lock Imperial Outswing Single +/- 150 , w/deadbolt Medallion Multi -Point Lock RegeImperial 80 x 80 14' ** 3/a" mortise, 1" deadbolt / 2400 w/deadbolt (active) Pair +/- 150 1 1/a" surface bolt Surface Bolts Inactive **Trio 30 x 70 1/2" cylindrical Cylindrical'Lock, Trio-E Single 18 +/- 100 3/a" mortise lock 1050 Mortise Lock w/ deadbolt function TriorlE dinswing/ Sin Single 8 +/- 100 3/a" rim exit 1050 Rim Exit Cylindrical Lock x 1/2" cylindrical Deadlock, Mortise **Trio 60 x 70 8 _ +/ 70 1"deadlockLock 735 w/ deadbolt function (active), Trio-E Pair 3/a" mortise lock, Flush Bolt or " 1 flushbolt Surface Bolt (In- active **Trio Inswing/ 40 x 80 1/2" cylindrical Cylindrical Lock, Trio=E Outswing Single 8 +/- 70 3/a" mortise lock 1120 Mortise Lock w/ deadbolt function **Trio Trio-E Outswing 40 x 80 Single 8 +/- 70 3/4" rim exit 1120 Rim Exit 3/a" rim exit x 3/4" rim exit Rim Exit **Trio 80 x 80 X Hardware Mullion Trio-E Outswing Pair 18 +/- 70 a/a" Vertical Rod Exit x 1120 3/a" Vertical Rod Exit Vertical Rod Exit x Vertical Rod Exit Cylindrical Lock x Deadlock, **Trio Inswing/ 80 x 80 8 +/- 70 '/z'��cylindrical 1 deadlock 1120 Mortise Lock w/Deadbolt Trio-E Outswing Pair �� 3/a mortise lock Function (active) Flush Bolt or Surface Bolt Inactive *Glass lights may limit design loads. See details to follow for additional information. **Louvers are excluded from ase with Trio, Trio-E. Glass lights and louvers are excluded from use with 150 PSF Doors. CO—Ceco Door Page 2 of 16 Windstorm Door Installation Instructions For Use With FL 4553 �Stiffness Class II �Impact Door Configurati Max. Min. I *Max. Design Min. Latch Throw Lock Side - Type on Size G eug Load. (psf) In (� ) Min. Latch Strength (lbf) Hardware Type Cylindrical Lock, Imperial Inswing/ 30 x 70 �8 +/- 60 1/2" cylindrical 630 Mortise Lock Versadoor Outswing Single 3/a" mortise (Deadbolt not required) 1/2" cylindrical, 1" deadlock Cylindrical Lock x Imperial Inswing/ 30 x 70 L8 + - 7 / 0 3/a" mortise, 1" deadbolt 735 Deadlock, Mortise Lock w/deadbolt, Versadoor Outswing Single 1/2" act latch, 1" deadbolt Interconnected (ICL) lock Imperial Versadoor Inswing/ OutswingSin 30 x 80 le 18 i +/- 60 3/a" mortise 1" deadbolt 720 Mortise Lock w deadbolt Cylindrical Lock, 1/2" cylindrical Mortise Lock Imperial Outswing 30 x 70 8 +/- 60 3/a" mortise 630 (Deadbolt not Versadoor Single n/a mortise/rim/vertical required), Mortise rod exit Exit, Rim Exit, Vertical Rod Exit Mortise Lock Imperial Outswing 30 x 80 18 +/- 60 3/a" mortise 1" deadbolt 720 w/deadbolt, Rim Versadoor Single n/a rim/vertical rod exit Exit, Vertical Rod Exit Imperial Versadoor Inswing/ OutswingSingle 40 x 80 16 i +/- 70 3/a" mortise i" deadbolt 1120 Mortise Lock w deadbolt Mortise Lock Imperial Outswing 40 x 80 6 +/- 70 3/a" mortise 1" deadbolt 1120 w/deadbolt Versadoor Single n/a rim/vertical rod exit Rim Exit, Vertical Rod Exit Mortise Lock Imperial Outswing 80 x 80 +/- 70 3/a" mortise 1" deadbolt / 1120 w/deadbolt Versadoor Pair6 11/a" surface bolt (active) / Surface Bolts inactive Imperial Inswing/ OutswingSin 40 x 80 le I 14 ** + - 150 3/a mortise, 1 deadbolt 2400 Multi -Point Lock w deadbolt Multi -Point Lock Imperial Inswing/ 80 x 80 14 ** 3 „ /a mortise, i deadbolt / 2400 w/deadbolt (Active) Outswing Pair +/- 150 1 1/4" surface bolt Surface Bolts Inactive *Glass lights may limit design loads. See details to follow for additional information. **Louvers are excluded from use with Trio, Trio-E. Glass lights and louvers are excluded from use with 150 PSF Doors. CCeco Door Page 3 of 16 Windstorm Door Installation Instructions For Use With FL 4553 c.()r,- TR[jC,T1C)r4 DF-Ai NGL \ I CLCSER PRFPARATWN IRNT'CEUENT D^_r G D R(OP11 INAL) `1'L'LRI,LASS INSU_AIIUN 1-MUN S 17�NERS VINIMI)M 1 r'^ s I a Pc� uJl I•JV FA CF SH.FT kr( f Pl�f 1 � i�(I( Iu+' n-, SHL I I UGL rDGr LOCH PREPARATION PEIHSSFO '6 GAGL Gr1110M CHANNEL ;Pn VJGI rlr n TO BOTF+ rnr_- Si­-FEr=. VLRTIr'AL. :_ r T1Gr,., ' I r?l1 LH01 10V OI 300'Y Med P:GIn I Lb'q'F,9Fg *.%'i 'G SCr_IC HOC• AND w7CC [ROCS ARF irvr.m •(6' F, . (r 161 SCuA'I[ Li#A Pr'IJFIA, RECESSED 16 GAGE TOP CHANNEL IS W'rIDID 10 (3,010 TALL Stl.,iTS Tb CAOL CA' CHANNLL ,S K-kVIC0 TO 1'•1VFP,TFD CHANVI (OPPONA ' r CLOSER REINF. LWaW.20" VERTICAL SMDONR 111RU 10F 01 000 STANDARD;. CFNTFR F-jGF SFAM VCRIR'N IOC- S'AV5 ARt VISIe1.1 will' 18 HAUGI BACkUP C4XIIJEL FULL L,E,r4 OF DOOR WHH r1T'TIONAI BOND FIL1 ED OR WF' P-D VAV, r5S COG: AVAII AOL: UPI,ONAL IAj & S_01 VLCIIAN,CAL NfU+Lr.,C, YiFi fl SFAMEp cDI;E$ CRHIINI) - SVOOiI- ARE OPTIONAL J I i 110131ZOWAL SL.: FIUN THRU LOC]" EDCF CALL (ORAQO SILL: 5101 LNLR5 (20 GAGF AND GAI V S7,F=1 OPTIONAI ) P051-10PI13 r{01 V0,g) THAN 6" APARi ANrI S1101 VILLOiD 10 601.1 t AC _ SrF r S AT 5" O C +.',A). i F'ORWCYNTAI SiChpla I IOU V_WICAL jl,ll?`.Lli Steel -Stiffened Core Door Details CCec0000r page 4 of 16 AWA AEMY r P.?I.�`MlALJ4 BOTTOM FACE SHEET ` HINGE EDGE VAI li 'rm Door Installation Instructions For Use With FL 4553 1RIO DOOR CONSTRUC ION DETAILS 14 GAOE CLOSER REINF RCEMENT (OPTI NAL) '1)= IA0. SW i T LOCK PREPARATION ' A('; =, i 1 1_ I-' 8 CA(•1 C,2L'(i S'I : (StAYI?AItU `6 CATTF CRCQ = rl (�o'IGVA11 IIALVAN T,;:I (AGO) ::T _E . )U 9` I LOCH. EDGE rS DEVFLED I/`.' 'N -' HIN,H COGc IS FERn=VO'CULAR 70 rAtHS H'NC:E 6ACPSE' , I14- (VARIES PER C0A01-ITO (NVERTED ('6 CACE VIA„ la CA MAs ) TOP CHMNEL SPOT :'R PRDJECTQN WELDED i0 TQP % 70TTOM SIVN ' 8 CAGC CAP C'!A!'NLL 'D bC REIVCD TQ INVC Ri =D CI IANh_1. IOPT10NAL) VRf IHAP.tr I'JSJI A; ION Its 3CIWLtiV Sh rLNLRS i DCNSIT! 1.8-20 .os/CUB( f:,IOT LOCK EDGE i i �I OF7 OVAL -'na IN:,Ot,S 87A0 q:t; rf VAI A91'CSVE A"ILIED 7!J 20TII J.\Se5 V; 007 0k g., •7 1 �I VER.TICA- SEC ;f)Ni 11.Ii:LI TOP LIF D01 iR 16 oa 18 CA (wL.O'.'G 0.-. ✓JNA,.) VERTICAL EDCE3 ARE YIELDED TIiC I IJLL IIL'1;11' OI DOOR AND DR-SF-0 SMCKILi 7q 03-AIT% C:OiD;,ETCLI SFAVI FSS iAN;C; AND I OCb rDC[. —r 22 GA I I 3/4" LINFR ' f VFRI CAI 1,0JI S Am II(Fiil/OVIA( SI UIOu CECO'S STANDARD 7AR .°[ Si 0l T-IRU LOCE EDGE VE"..NICAL NTERLOCI' STANDARD 22 CAGE (20 or 18 QA611 OPTIOPIAL) It -WWI) SFIII SIININFNS, POSMO*:ED N01 V08c I HAN 6" APANI • AND WF I die D 10 22 C-AC_ LINER (S" O:C VAX } -- ) GA ! LP '.iORIZON-IAL 54E1'UN I•�Rl. VtR'rl(;A j71iy;TJiR '.'4VLR�tO (15 GAGE VIN. 14 CA VA):) 60110V (D MIDI 1 ;1101 '-ni 7W. CNON %7! 111i , TO TUP BOT70%4 $IsIN Y Gn .� IJ I7IllR VAX Vi <i.CA'- SF Ir)nl iHRU 90-TW :,F 70DR � Steel -Stiffened Core Door Details Weco Door ASSA ABLY Page 5 of 16 Windstorm Door Installation Instructions For Use With FL 4553 TRIO-E IDOOR CONSTRUCTI N DETAILS 14 GAGE CLOSER REINFOR EMENT Hr!c= (OPTION L) r. =nen oh •P0.'rUR-- 1riAL!F Ih75Jl AT 7`, Ik BE WE=N STil"ErcRj DE tSIT1' 1 8 2 0 LDS/C U C FODT FACES SOHEET 'ti �,! 'm_ TOP rACF SHUT EDGES LOCK PREPA ATION Ih �ACL SHLLIS 18 I'ACF CRC(-) --Tf T. (STA;IGA4D) Iij 6AGi r.�7CQ S'F-, ((1^I IONAi (.A VANI/LD (M!01 :+I- I (OP-10NA• ) U0 '916H, LOCK EDGE 1 0'n0`A% C•,)'iTIN��Fil S BEAD ',' " L'URA Arj11T3.VF APPI.FII SO 301" IA Nr,'S qr 2.)-QV Sb Y U,Cit °DOE iS BEVELED 1/3' IN i 14P.CL LDCL !S PL1,PLN01CULM TQ 1'ACLS 1^1`:CL. BAC-SL' +S '/,%" (VARIES PLR COUIDI'10Pi) NVLRICU (16 CAC:. M,N.. iA CA MAY:) TOP CHANNEL SPOT OR PROJECTION WELDED TO 101E & 30r'OM SG!N 13 CAGE CAP CHAIN-_L IS SC'RLWLO 10 INVERTED CHANZ (OF•7IONA1) 22 GA V 161CA 51,0I0N L N-R THRU TOa OF DOOR '6 OR 18 CA (VILL&NC• O-IKINAL) VL.ItI ICAI I DGL AR, IA'c D_D 1.4' FUII rIF GHr Of DOOR MD DRESSED SMOOTH TO OBTA'N COVPLETEC V AMI l5S IUNGf ANO I rIC+( LfiGLS 111* R• � VCR!ICAL LOLLS ARL AB T HORIZONTAL SECTInN_ CESTANDARD TAB [[ SLOTTT THRU LOCG( EDGE ,MLCIIANiCAL INILRL00, SIANOA3D ?? CAGf (?U 01 13 GAGI 0'11110NA1 ) 1O'T+/ED SILLL 5'I: fENLRS. POSPIONLD NOl VORE MA1V 6" APART, AND 1VELDED '0 ?2 CAGL LINL17 (5" 0 C N%X ). 1�- 21 CA IINFR `~- 22 CA STIFFENEP. HORtZON1AL SL(11Oh1 I-if:U VI FNCA, SI•fi-FN`=R IN''VERTED 0,18 CAGE MI`; . 16 GA MAR.) 51)770V C11ANNE, SPOT 'JR =ROJLCri(IN WL1,,1)LL) L•A I fNF •7 'I jl S 8" Ylk J - WAV V-['1'I(;AL ``•LCI,Ub PtJ11(i:U CJ' TOUR Steel -Stiffened Core Door Details , CCecoDoor Page 6 of 16 AM ABLOY Windst rm Door Installation Instructions For Use With FL 4553 HINGE PREPARATION (See Section "E" of R3791 Volume 1 for Hinge Options) BOTTOM FACE SHEET 'N HINGE EDGE Glazed Trio/Trio—E CONSTRUCTION DETAILS 14 GAGE CLOSER REINFORCEMENT REOUIRED WITH RIM EXITS 'DUI SURF iI,ANF 0.31,11AT01r �i IVlE F?I S1.4EN< RS Gf tySll '.8 20 LBS/CUB C, rup, :- EDGE 'STIFFENER j rt LOCK EDGE (See Section "F"& "G" IpP I AC.I I Il I i I of R3791 Volume I I I� Ql Gi, for Lock Options) FACE c_HFFI -ACF Sdf E.TS. 13 CH'.E CRCQ STEEL (STANDARDI 16 CACF CRCO CA VAT.gm (AFO) SI r1 (f,PTlp q!M ) .a:. CIK{ S BEVELED 1/9' .IINGC CDCC IE PCIr- 1UDWULAR III rAM aclGE HAUr ET IS 1/1' (VARIES PEP, r.OL�rnOt.f INV Rt,O 061:W:l VN. '.A CA VAX) IUI' C .A%NEL SPOT OR PRO.IFT'T ON VIEI DED TO Top & DO'TOV s1t% 'B L;AI;L CAP C11A4hL It� tCo WL.1 ID''IVERTED CMAW.Et (OP'6NA1) 7,7 VA LINED VLI7 DCAL SLL=1utV 'HRu TOP O` ODOR 16 :Ir; 15 LA, 41Yf LDINC O%I:ONAI ) VERT:CAL EDGES ARE VOE,DED THE I IA. HEIC)I< 011 IXH)R AND URLSSI;; SIND01-1 1q (IHIAIN rf3wt ,I Iryv SCr.VLESS .+":GE. A^io LOCK CODES rl 11,-r. Jj 1 VC-TCAL EDGES ARE ri CD'S S1ANpARO . IORIZFJNTAL SCCIIDN TAB @ SEOT -tRU im, Corr 9ECN,V:-CA. LUERL.00K SIANDAPD ?C1 GA(',1 (70 or '8 I;An. Dup0>:A. ) rf) WED STCF.L STI:FENE.;S. Prg1:;;NED N+1' V014t IIIAII 6- ApARl� AIIL1 W I OF IQ r,Ar, 17'if% (� JC VA.J y i - 22 L,n LINER 'A =TIFFENER HOR.70TvrA 510101 0011ONAL IIKIJ Ina-E V1.1111CAL 5I.t'L:AH.' CONN4f-US Hi AD OE SIRUC-URnl AD: LSIVE AP-UED TO eon, -'IA%rt- 0. 0(111CV Sh'1 p . • Glared Trio/Trio-E Core Door Details •_ STANDARD .12 GA.00 0.' 19 CADE ❑ T1G.AL) (CHNV: r; 5111 . SIIT! -P:f R5, PnS,Ij,)%I n NUT MORE rHA'i 6' APART, AVD WEL.7LD ID el CALL L";Lif (5' DC %WK ) 1� 2 GA 57rrrlv[^ I ION$1JN1AL SLL.110N 1I IRU Iraq VI RI,UAI , '1 I f N) '7 "TVCA'FO (13 t;AD'' Aral, 1-1 GA VA:) 9017OV CHANNEL SPOT C1R ^Rr1fLU",N WfL'vED 10 Inn ••� PDnr•la S � q i 5 6' V�. J I" •lAY, WRTICA; tPCION ^kL ^O.IVV "; 900a Weeo Door Page 7 of 16 AMA AEMY I!r•rC° FREPAsA�or OFT FACES SHEET HINGE—' ' EDGE Wi m Door Installation Instructions For Use With FL 4553 POLYSTYRENE DOOR CONSTRUCTION DETAILS 14 GAGE CLOSER REI FORCEMENT (OPTIONAL) LDC> EUC:E IS E_VELED '/S- IN 21" (' '6) ?.AJAR: .-DLL (:PilllNA, INV: P.1r0 (16 CA::; VIN • I I GA, VAV) (0:' O'ANNL. SOOT OR P,MJLC110: WL_DLD 1r. 101' & 00110N 5i.Cr i$ CAT CAP CUAN,11'at IS SCHLWLG "t} (Op-iot:A ) -- CLOSCR RUNF 140A n ;D' LUX POLYSTYRENE CORE: 7 — r� (!1n1'0^-1) 1 Ib/fP UL LISTED — J (ASSEMBLE WITH ADHESIVE APPLIED TO BOTH SIDES). �— - - - LOCK -=-=------ -- _ ---Fl EDGE i ---------------- ------------ TOP FACE S EET = -i LOCK PIREPARATION `)O /L-)I- j V VLWICAL SLC110N 1-.R0 ThO Ut DOOP: VLRIICA- LDfLS AIL CLCIJ S 31ANDAI:O fA5 A il'!I A1lrHAI;'CAL lldl'LRUCIl WkLO SEAVt) LOCOS GRUUAII WOO II AFL 011110NA- . l I I I I 'j/A. l llll� I i n'IIONAI., CIMIR FDGF SEAM VERitCAL EDGES APE 0,%T,NJLJSLY WELDED Wf7H 19GA 41 NWUM FiACI,UP A',tCl C FU0 IImC111 0r i3OOR AND DRESS-0 SMOOTH TO 031AIN SEAMLESS WNGC & LOU EDGES ;j i i^irl 1 I 1'U'21%0NiAU SLCI ON TI-iRU I C1Ck FnGF asVLRLD OA GALL Wli_ la CA :!'Ax) t;Ulif.V C,:A%NL, 5V%) 01 i`VJJLC11gN WLLDLD ,Q 1011 Pa 60110.N 51Jh I _ 1 I II J: IJ 'jUl is Nd W J�JU'� Core Door Details C- m DOOr Page S of 16 AWA ABWY 0 in Door Installation Instructions For Use With FL 4553 Honeycomb Coe Door CONSTRUCTION DETAILS ,.ul x 1 0A 1. F11 VI LI ll V-r w �• I t— `.pI,AG; rill E tin't�:.lnl 1NvFlmTFrI •in cnGC P;N, In .,A MAX r,7/ "l41'kkrl 7F'il rIR PpFLII , 11"Ca k4'I Ill i• TO 7vP J tOl ;UM IN a-o l•I 1,A i� l?ti c n�A':til'c 1° lAft CAF Lit; •CL�LKI Ti- INV RKI) r:HAMN•IF (Gal ONA:J 71 IIOAIAL' PLPp I.1 V, r e' 1 11.1, i t 11i''G:nl A I: ltr•. ri L1'•ly I i S ,I VLIF,1iCAI_ SLL iI�h THRLI TG� OF BpiP y _CFif V14"„A1 i. Ill, A-1 _i fl]'.. IAN IIAbhI IAO ZLt!I vLp�4YP_AL iNtL-LtJ'_I� 111 A F i6: f I\ 5 N_L P 5_n!$: t l•4sL . '�uJUNU a>:LLI LI AaL LU'IlII>7AL 4 -Lim I ii •I' r1i tJ�E ' t Gf t' 1IP I. Po-`L t'APAIIUrl ❑9,ITNN CFN7FI? FilrF 'JAM V1R',G11 FMCS ARE CONTINOUSL, SYCLDED SWTn 1$06 ,V'NIVU.V RACnUr- ANC,,r rU., •(riG,17 or DOOR AND JRESCO SVOOTH TO 081AN SFAVLESS IINQ1 & I UC.1% t DGt F I I '1 H11117piJ1A1 '.FC TIRN Trull I F,Fk j D!iF INVLP110 ,It, .,N,L MIIJ iA iiA MAX) LU, ILI'•I .,�ANNL I .I':I1 17_ 1 F.,1 Ir r 11,11, Wl 11.1 It Ili lj: ? NLI IUM �F161 J- Ni _T [' '8' Mil. `— wAAx I I ll, w l 1 I IM 11, 13111, Core Door Details t CCeco Door AM MLOY Page 9 of 16 m Door Installation Instructions For Use With FL 4553 Polyurefhone Foam Coi'e Door CONSTRUCTION DETAILS� LIA I -Ai,:- �LUA!.' !JI' I I LINAL I- I'LIL I t1ft"IL i (JAM L F.)T rAIT EvBUSSEE, ;� M I UPYIUNAL H I — ' " �`\�I I t oL LULI [PLP4PAIJUN I -I 7 T-; a ,n'-v FBIw is B-vCI Fri i,p- IN P, li ii;i . I�. ,,jAPF rU6F tFT imAi INVLP'Ll �IL LA-L MIN 1.1 --A MAX,, I ']I, r-IAN,ICL si-Li, n. r-,ri Wei T,,ri, I D I OF hu, I IM-1 .1. ['14 19 rAGL CAP IHANN; . IS SCI?,W-D TO 1NVFRTFO PLIl'tt '111A I uNI, VEP-ICAL `.E�Tjori T,IPLi TDF- IF DOOP VFF!,-,Aj UTIC,,-: APr '[- n' -,I,)NrArb TAB s SLJ 1 MCC _4ANICAL lMTEPAD' W!.i Li ::LAM( C f JN SMULIto APL FIF T ICNAI CUOC i[AM VERTICA1. FDOIS APr CONITINOUS"t WFITYD Willi lZGA MINIMUM. BACKUP AQ-LL FULL HEIGHI 0i DOOR AND DWSSED 5MOC;Tiq TO OBTAIN SFAVIhSS H't1Pf7T11.TAI SFrTiml 1HPU LI,ZK Frl(,L 19 CAr.r M.1,14 11. 1-A MAX, r,-,ITTnv. , I, T i4l r,-oL1-iLL,1LjN W,LDLLI Tr, 7171P S RPTln1V '--TN L �I II.il rethane Core Door Details MecoDoor Page 10 of 16 AMAAB" Windstdrm Door Installation Instructions For Use With FL 4553 IV r I er cr, C C), e .E.'LGC.t; AA( A L , U! Q'AL FZF(-1--,St7 16 GAGE TOP C—ANNEL S V11 0'7) TO 130-ki fArF SI-FF-iS NIGI M-,' CLUSLR GAGE :;AP 'HANNE" IS -SCREWH, RE, of rj'?CLMEN-1 :Q NVLP I 'Q CH,%N'JLL (UPIIONAL) 1 IONA,) 3/16� It US GYPSUM FIREDOOR COREBOARD 1CLOSER REINr. (Assemble Ul With Adhesive 14Gox x20" 0 �­F e Applied To Both Surfaces) I t iIT V T ECTION E;?,,CAL S -iR,j -,P OF DOOR 10cx -Z'U(.L'm STANDATK): ('F'N1Fr, r7r)cr SEAM 1 511[[ T VFRTE,'A- FJGS ARr tri'JI1400S.W 11),' ' 1 Y.'17,1 earn V%,,Vvm RAUP M (KAN; r(j(I IIFIC"117 I)F [1001? AND EIR; 550 SVOOI-i 10 OF'AIN SiAV- [S`l HINGE & LOCt. LOUS OPPONAi I AR & SIO7 Y-FUIANICAI INTFRtOCI, W---r) S[AmrD T'0CES GROUND 3W)01N A,tc OPTIONAL H 101' 1ACE Sl-L 61 I-L13/4 '0(' I INGE IJORIZONj',AL SECTION E 0 �7CP PrirPAPATtQN -11-W LOCI, EDCL RECESSED 16 GAGE BOTTOM CHANNEL IS SPOT WELDED TO BOTH FACE SHEETS 3/16" VERTICAL SECTION THRU BOTTOM OF DOOR Mineral Core Door Details Weco Door Page I I of 16 A%AAB" m Door Installation Instructions For Use With FL 4553 VUYI-5 ., rTlaNn ) \ I IMAKROLC7N PDLYCAP.BLONATE _Iun IEFT BY S+iCrFICLD PLAS71CS TYPE 1 VISION LIGHT KIT \' I "SEE LIMITATIONS BELOW _I LI r ©rr_c5 I �� v2 MAX 1.6 �E• �! - �IMI6II rXRIISF D _ rhl A:S IIf�fII M1N I I I 0 750 l 33 1F2' M X !dF.1 i t x P l J! tl it1RF0UI•ID CHANNLI- LENGTH IS CLILIAL TO C:Ji-C7UT "l i IN DOOR FLIP VI.m IION LIGIIT I!IT -IJLTIrLG ITS s•, NUI ALLUWLII i - I t tl 11 di 3 L `W11y I -!W� , •J I, Ih+. L Gt_AZiNG SHIMS r Pj NCrDrTI DIIW CFIF'NLN(, 99ti SILIL'UNL b2,10` !-v ALIrlu IJI A';SLAM SATE I Y Pt US P 1_AM:NAtEL uLASS TYPE 2 VISION LIGHT KIT 'SEE LIMITATIONS BELOW Ij MA)� I! u S I LI } 'LU �{M1NrIJl n„ «jl G, MIN I - Ec' MAY. F Y.FLIaE LI Ln A': s MI11 1 IPI F ALL OWL II i __1 j I 7 . ............ E='iGN LOAD - ' /" r_I) F.,L _I'�F'd LOAD - _,U -= I - AI_ I-AIIt,,.I - 3J0 F I -c. lMf AL'-'r1{Jtr� - ?`,;) I t _LI! 1J1 AVAJI_nhLL WI If-! !r;L -IF. fP'Fi- VISION LIGHT KIT DETAILS C yLl'tfl? `�.._ vlSi^.r, 1. I'Jli iLDYC] CELL TCAM rANL PCF VI'L!N ,jVn_ 1 IP�rP WF I ,[?.-TAII <' uL a np ;ICLv . r.A=:wl,Fv.'yaiv , Ill C S'AflNr. i5 •)z;• nr, 0 ) �: n=SLA? -At L I I „l U.. LAMj?JA'L. i,.A;% O C1 I SPOT W:L _r a, ;�: rA ,,lez al:y "�:C 4 VL`IChI 1), _M_ l I I;I +IJL !`' ;.I ,,A I Drat MIN wll — Applied Glass Kit Details Weco D00r Page 12 of 16 F /SSA ABLY Win 1 AS NEEF)EU �I ! 1 625" m Door Installation Instructions For Use With FL 4553 •C�AZ'ivC GLASSLAM SAFETY P4Ltj I AMINAII-I) GI- SS TYPE 2 VISION UG�IT KIT 'SEE LIMITATIONS BELOW 32 MA 6 EX ED --i�11N GLA 'S fi MIN I fI MAX. LXPLISE ) CLASS _ L MUL N10' i i C)AD ''v)PAC RA71N- �V AD] I'IIS nwr�, i 350 F- I-F VISION LIGHT KIT DETAILS ci CO+i4I 't 'NI ID DE IA� q Spot WELDS DOW rORNIN(, i �- _ ( A' I Ara! CUPM +Rit ) 995 SIIICON1 -- A GI AS5t All/ SAI 1 I,* 'a US _AiMINATED GLASS VUST UU ` pE GLAZI1D WITH l(i1N t.ORI,IIN+\ � P 975 Si. I- N1 i kglt i +'.IDS=^, t'F', FCAV 1-N- PFP VIS!!4`I I h+ f ') NC + 1 '/a" OVAL I,IAli It I, S0:L.4 VAn'VI,M I',4U'I I:qt -.'A( rC rS E'SO D'. ,_Lrl'•_' .9' VA% "R(JM FI-,64 Si GI :•SS141A iA(F 1'! I AMAA.-D GIA=G Aj 'S "A. 1 CA �) V,r.; „1 ) V151IN G-,II :•,I 5) --0 L.A L037) Y:ra GAGE ,Di,N. •�AtiraEl Glass Kit Details Trio/Trio-E MCecoDoor Page 13 of 16 AMA AB" r 8 X 2"' Foam Tap, 62,)" - ",'PF "A" V I yC vo. rm Door Installation Instructions For Use With FL 4553 DO')`>6 8 , j " R, I II Suew potwelaF J" Va - Z, L-�(j & 12" Vo. Oo Cente.r 5"Qlwe,ds M, -Ird & 8" mr: #8 x y 500" & )oublc NODS. Class ;s 1/4" k4w.'O'Cm polyco'00-01r VUlk;o1v 11,tS not allowed '4/A T,,o/T,lo F (;. 11tizef-ell/Ve,sadoo, VI 6" AX _1 Vl,% FXPOSM CLASS VAX LXPCISEL) Co ASS j it —I - i L VFA( I -AIINW; J 1)0 1. I Jr Welded Glass Kit Details MCmDoor Page 14 of 16 ASAA AB" Wind x l Fnarn Tcp, j+ 750" Toed "o,.je in Door Installation Instructions For Use With FL 4553 DIj: 58 J Ir.pt �C�cV1 � I �� Duw Gu,•i;na r)t," .J00 -- potwclds �., Fnd $ ' Mox \` S:.otwwcs 3" Mw I ram Ina & I,)- Mu, C,� CReil e. NO I h S. 1) C"(155 'S CICSSIen-, �Ofety ''IUS 1 a) NJIt,z!P bits allowed 3) NA Irtu/lnp -I or Impericl/Versedeoa VAX I ?" Phl rII f�01V �; nrn l^ 995 SSnronc ;potwr.Irs g•• A/a' rom (nn f. 4„ Wt. f Zh(ISI0 I`6N GLASS G" MiN 66" MAX [xPOSCD Il! ASS II ! f DESIGA J,An 11 /— 6(j PSF IMI'Af_ I KAI INN i )O F I 1_b- Flush Welded Glass Kit Details Memo= ASMAB oY Page 15 of 16 Windstorm Door Installation Instructions I For Use With FL 4553 LUIJVLP INI21KLA11QN 1 "Pi ti--,I.-'1 /1, MAY. .,111,\WINI - [ 2 V.A RkAP WL%-16A) �Ouv---p WI 11 1 SECiRIFY GPD-LE ]-i'OWN AN. 1 It, I i 1) 1 MVC, MAY Sk 11 4 MAXIMUM --111-1VER 1JZE IS 34' x 78, Ell M1611VLN ()1JLJ P(�],-'- : U MULI.-' - LL L6UVE(` ALLJWLL-I'LP (JULIP N111 AVAIL A--3; WITHIPIO 11� PILI-i INri PWO I -'F-PPO JT17 - -DFIL E S -1 IND I A, 11,11 hil- 14 Louver Details MCecoDoor ASSAAEMY Page 16 of 16 UNDERWRITERS LABORATORIES FOLLOW-UP SERVICE PROCEDURE DRAWN BY: BNR MANUFACTURING LOCATIONS PROJECT REF: TSO4CL57 pSSJF� EXTERIOR SWINGING DOOR R;757 5 �N► F� INAC ORDANCE WITH ANSI/SDI-SHMA A250.13 STIFFNESS CLASS( -'I U` IMPACT RATING : 350 FT-LBS I ®cep DESIGN LOAD RATING i_I PSFOY 4YZ5 PROD CT CONFORMS TO ASTM E330/E1886/E1996 & TAS 201, TAS-202, TAS-203 TEST PROTOCOLS 70006z] The label design has the I 1. UL classified 2. Ceco Door/ A 3. UL assigned 1 4. Complimenti 5. Stiffness Clas 6. Design Load 7. ANSI/ASTNL 8. Ceco part nu; Labels will be metal with information: SA ABLOY logo Dntrol Number 4YZ5 y classification (Classified Windstorm Resistant Door) fication (I, Il or III) sting & Impact Rating 'AS Test Number References ber(7000681) oles for fastener attachment. ISSUE Weco Door FILE: R27575 AWAAB" VOL: 1 SEC: 2 Windstorm Label Detail ILL: 9 UNDERWRITERS LABORATORIES INC. FOLLOW-UP SERVICE PROCEDURE i DRAWN BY: TTH I MANUFACTURI�G & SERVICE CENTER LOCATIONS I PROJECT REF: TS03CL61 �.pS$Jt EXTERIOR DOOR FRAME V � IN ACCORDANCE WITH ANSI/SDI-BHMA A250.13 U� WINDSTORIvf RESISTANCE 11 IMPACT RATING : 350 FT-I.BS DESIGN LOAD RATING! —� PSF ALSO CLASSIFIED IN ACCORDANCE WITH 4ZB I ANSI/ASTM E330. 41,151/ASTM E1886. ASTM E1996. TAS-201.. TAS-202 and/or TAS-203 The label design has the fc 1. UL classified 2. Ceco Door .3. VL assigned 1 4. Complimenta 5. Design Load 6. ANSI/ASTM, 7. Ceco part nun Labels will be metal with I information: SA ABLOY logo ntrol Number (4ZB 1) classification (Windstorm Resistant Frame) ting & Impact Rating kS Test Number References -r(7000746) es for fastener attachment. R27576 f raSSAABW, I� I ISSUE GCecoDoor FILE: R27576 AWAAB" VOL: 1 SEC: 1 WINDSTORM LABEL DETAIL (FRAMES) ILL: 7 ■ ZHCW.R27575 - Swinging Doors, Exterior Page 1 of 3 r Page Bottom ZHCW.R27575 nging Doors, Exterior nging Doors, Exterior CECO DOOR PRODUCTS, DIV OF ASSA ABLOY DOOR GROUP L L C R27575 9159 TELECOM DR MILAN, TN 38358-3425 USA Impact Latch Stiffness Design Strength Test Max Load (ft- Latch Throw Min Min Method Model Configuration Size Class (Psf) Ibs) (in.) (lbf) (s)* Medallion, Inswing/Outswing 3-0, *60 350 1/2 cylindrical 630 SDI-BHMA Legion, Single 7-0 3/4 mortise A250.13+ Ultra, Regent, Omega, Fuego, Min 18 Gauge Medallion, Inswing/Outswing 3-0, I t70 350 1/2 cylindrical, 735 SDI-BHMA Legion, Single 7-0 1 deadbolt 3/4 mortise, A250.13+ Ultra, 1 deadbolt 1/2 act latch, Regent, i deadbolt (ICL) Omega, Fuego, Min 18 Gauge Medallion, Outswing 3-0, I t60 350 3/4 mortise, 720 SDI-BHMA Legion, Single 8-0 1 deadbolt n/a A250.13+ Ultra, rim/vertical rod exit Regent, Omega, Min 18 Gauge Medallion, Outswing 3-0, I t60 350 1/2 cylindrical 630 SDI-BHMA Legion, Single 7-0 3/4 mortise n/a A250.13+ Ultra, mortise/rim/vertical rod Regent, exit Omega, Fuego, Min 18 Gauge Medallion, Outswing 4-0, I ±70 350 3/4 mortise, 1 deadbolt 1120 SDI-BHMA Legion, Single 8-0 n/a rim/vertical rod exit A250.13+ Ultra, Regent, Omega, Fuego, Min 16 Gauge Medallion, Outswing 8-0, I f70 350 3/4 mortise, 1 deadbolt 1120 SDI-BHMA Legion, Pair 8-0 1-1/4 surface bolt A250.13+ Ultra, n/a rim/vertical rod exit Regent, Omega, Min 16 Gauge Fuego, Outswing 8-0, I f70 350 3/4 mortise, 1 deadbolt 1120 SDI-BHMA Min 16 Pair 8-0 1-1/4 surface bolt A250.13+ Gauge Medallion, Inswing/Outswing 4-0, 1 f150 350 3/4 mortise, 2400 SDI-BHMA Regent, 8-0 1 deadbolt A250.13+ Imperial, Single Min 14 http://database.ul.com/cgi-bin/ YV/template/LISEXT/1FRAME/showpage.... 3/26/2014 ZHCW.R27575 - Swinging Doors, Exterior Page 2 of 3 Gauge Medallion, Inswing/Outswing 8-0, 1 +150 350 3/4 mortise, 2400 SDI-BHMA Regent, 8.0 1 deadbolt 8250.13+ Imperial, Pair 1-1/4 surface bolt Min 14 Gauge Trio, Trio- inswing/Outswing 3-0, I f 100 350 1/2 cylindrical, 1050 SDI-BHMA E, 7-0 3/4 mortise, A250,13+ Min 18 Single Gauge Trio, Trio- Outswing 3-0, f100 350 3/4 rim exit 1050 SDI=BHMA E, Single 7-0 A250.13+ Min 18 Gauge Trio, Trio- Inswing/Outswing 4-0, ) 3 70 350 1/2 cylindrical, 1120 SDI-BHMA E; 8-0 3/4 mortise A250.13'+ Min 18 Single Gauge Trio, Trio- Outswing 4.0, } ±70 350 3/4 rim exit 1120 SDI=BHMA E, Single 8-0 A250.13+ Min 18 Gauge Trio, Trio- Outswing B-0, 4 f70 350 rim exits x Mullion / 1120 SDI-BHMA E, Pair 8-0 vertical rod e_ xit x vertical A250.13+ Min I8 rod exit Gauge Trio, Trio- Inswing/Outswing 8,0, I f70 350 1/2 in. cylindrical x ] in. 1120 SDI-BHMA E, 8-0 deadlock,/ 3/4 in. A250.13+ Min 18 Pair mortise, x 1 In. deadlock / Gauge Flush or Surface Bolt Trio, Trio- Inswing/Outswing 6-0, i -+70 350 1/2 in. cylindrical x I in, 735 SDI-BHMA E, 7-0 deadlock / 3/4 in, A250.13+ Min 18 Pair morose, 1 in. deadlock/ Gauge 'Flush or Surface Bolt ,Imperial, Inswing/Outswing 3-0, II ±60 350 1/2 cylindrical 630 SDI-BHMA Versadoor, 7-0 314 mortise A250.13_ + Min 18 Single Gauge Imperial, Inswing/Outswing 3-0, 1I ±70 350 1/2 cylindrical, 735 SDI-BHMA Versadoor, 7-0 1 deadbolt 3/4 mortise, A250.13+ Min 18 Single 1 deadbolt 1/2 act latch, Gauge 1-deadbolt (ICL) Imperial, Inswing/Outswing 3-0, II ±60 350 3/4 mortise; 720 SDI-BHMA Versadoor, 8-0 1 deadbolt A250.13+ Min 48 Single Gauge Imperial, Outswing 3-0, II 160 350 112 cylindrical 630 SDI-BHMA Versadoor, Single 7-0 3/4 mortise n/a A250.13+ Min 18 mortise/rim/vertical rod Gauge exit . Imperial, Outswing 3-0, 11 t60 350 3/4 mortise, 720 SDI-BHMA Versadoor, Single 8-0 1 deadbolt n/a A250,13+ Min 18 rim/vertical rod exit Gauge Imperial, Inswing/Outswing 4-0, if :L70 350 3/4 mortise, 1120 SDI-BHMA Versadoor, 8-0 1 deadbolt A250.13+ Min 16 Single Gauge Imperial, Outswing 4-0, 11 f70 350 3/4 mortise, 1120 SDI-BHMA Versadoor, Single 8.0 1 deadbolt A250.13+ Min 16 n/a rim/vertical rod exit Gauge Imperial, Outswing 8-0, 11 170 350 3/4 mortise, 1120 SDI-BHMA Versadoor, Pair 8-0 1 deadbolt / A250.13+ Min 16 1-1/4 surface bolt Gauge Imperial, inswing/Outswing 4-0, 11 1150 350 3/4 mortise, 2400 SDI-BHMA Min 14 8-0 1 deadbolt A250.13+ Gauge Single Imperial, Inswing/Outswing 8-0, it ±150 350 3/4 mortise, 2400 SDI-BHMA Min 14 8=0 1 deadbolt/ A250,13+ Gauge Pair 1-1/4 surface bolt littp://database.ul.com/cgi-bin XYV/template/LISEXT/1FRANC-/showpage.... 3/26/2014 ZHCW.R27575' - Swinging E Glass lites are available on doors up to f60 psf ( +Products also tested to TAS 201, TAS 202, TAS * See ZHCH for ratings and construction details. See manufacturer's installation Instructions. Last Updated on 2014=02-09 Questions? Orin rs, Exterior Page 3 of 3 psf for Trio/Trio-E doors). Louvers are available on doors up to f70 psf. ASTM E330, ASTM E1886 and ASTM E1996. Terms of Use Page Top O 2014 UL LLC When the ULLeaf Mark is on the product, or when ttle word "Environment" is included In the UL Mark, please search the UL Environment database for additional information regarding this product's certification. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service_ Only those products tiearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained' in the.Onifne Certification Directory -subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and Ina non -misleading manner, without any manipulation or the'data (or drawings); 2. The statement "Reprinted from the Online Certifications Directory with permission from UL'.must app'earadjacent to the extracted m�terial. In addition, the reprinted'material must inrlude a copyright notice Indhe following. format:.'V 2014 UL LLC". http://database.ul.com/egi-bin/I YV/tem,plate/LISEXT/1 FRAME/showpage.... 3/26/2014 ZHDL.R27576 - Door Frames Pagel of 2 Page Bottom See General Information for Door Frames CECO DOOR PRODUCTS, DIV OF ASSA 9159 TELECOM DR MILAN, TN 38358-3425 USA ZHDL.R27576 Door Frames Door Frames DOOR GROUP L L C R27576 Max Design Impact Opening Load (ft- Model Confi g uration , Wall T e YP Size (psf) Ibs) Hollow Single Swing I Drywall wood stud, 4-0, 8-0 70 350 Metal Masonry Hollow Standard Swing Pair, Wit lj or Without Drywall wood stud, 8-0, 8-0 70 350 Metal Hardware Mullion. Masonry Hollow Standard Swing Pair, wltFi� or without Drywall wood stud, 8-0, 8-0 70 350 Metal Hollow Metal Mullion I Masonry Hollow Standard Swing Pair with ransoms and Drywall, wood stud, 12-8, 10- 60 350 Metal Sidelights Masonry 0 Hollow Single Swing with Transo s and. Drywall wood stud, 12-8, 10- 60 350 Metal Sidelights Masonry, Steel buck 0 Hollow Window Frame I Drywall wood stud, 12-8, 10- 60 350 Metal Masonry, Steel Buck 0 Hollow Single swing with ReadysRt Fame Drywall wood stud, 3-0, 7-0 70 350 Metal I Masonry, Steel Buck Hollow Single Swing, Knock Do wj� Drywall wood stud, 3-0, 7-0 100 350 Metal I Masonry, Steel Buck Hollow Standard Swing Single Masonry 4-0, 8-0 150 350 Metal Hollow Standard Swing Pair Masonry 8-0, 8-0 150 350 Metal Hollow Single Swing - I Drywall, Masonry 4-0, 8-0 +/- 50 — Metal Water Infiltration Hollow Standard Swing Pair, Drywall, Masonry 8-0, 8-0 +/- 60 — Metal With Hardware and Hollow Metal Mullion - Water Infiltration Products also tested to TAS 201, TAS 202 and TAS 203. * See ZHCH for ratings and construction deta Is. Last Undated on 2014-02-09 Questions? Terms of Use Page Top © 2014 UL LLC When the UL Leaf Mark is on the product, or +Vhen the word "Environment" is included in the UL Mark, please search the UL Environment database for additional information regarding this product's certification. http://database.ul.com./Cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.... 3/26/2014 ZHDL.R27576 - Door Frames Page 2 of 2 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. 69'ly those products bearing the UL Mark should be considered to be Certified and covered under UlJs Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide In Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented' in their entirety and In a non -misleading manner, without any manipulation of the data (or drawings): 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material, In addition, the reprinted material must-include.a copyright notice in the followinglformat: "© 2014 UL LLC". littp://database.ul.com/cgi-bin/�YV/template/LISEXT/I FRA E/showpage.... 3/26/2014 Florida Departmentof BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Busines Professi I a Product Approval USER: Public User Regulation Product Approval Menu > Product or Application Larch > Application List > Application Detail FL # FL4553-R7 Application Type Revision Code Version 2010 Application Status Approved 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 51 Equivalence of Product Standards Certified By andard) *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 11 Ceco Door Products 9159 Telecom Drive Milan, TN 38358 (731)686-4370 jbadgett@cecodoor.com Jeff Badgett jbadgett@cecodoor.com Dwayne Charlton 9519 Telcom Milan, TN 38358 (731) 686-4282 dcharlton@cecodoor.com John Wilkinson 9159 Telcom Dri Milan, TN 38358 (731)686-4385 jwilkinson@cecodoor.com Exterior Doors Exterior Door Components Certification Mark or Listing. UL LLC UL LLC ANSI A250.13 ASTM E330/E1886/E1996 TAS-201 TAS-202 TAS-203 Approved Certification Agency Year 2003 2002 1994 1994 1994 nwd n Iuwg ­Q vwuu Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised FL4553_R7_Equiv_Ceco-FBCStandardEquivalence-FL4553. pdf Method 1 Option A 04/01/2014 04/21/2014 04/22/2014 07/30/2014 FL # Model, Number or Name Description 4553.1 Swinging Hollow Metal Door and Severe Windstorm Resistant Door and Frame Frame Product Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVH7 Impact Resistant: Yes Design Pressure: N/A Other: Design Pressure varies by and outswing, singles and pairs of frames as listed with Underwriters guide information; ZHCW.R27575 for frames. See UL Frame Installal infiltration requirements. The State of Florida is an AA/EEO Under Florida law, email addresses are publi mail to this entity. Instead, contact the 455.275(1), Florida Statutes, effective Octc one. The emails provided may be used for of address, please provide the Department witl 6 Yes :e & application. Inswing )flow metal doors and 3boratories. Reference r doors and ZHDL.R27576 n Instructions for water Certification Agency Certificate FL4553 R7 C CAC FL4553 ZHCW.R27575.1df FL4553 R7 C CAC FL4553 ZHDL.R27576.pddf, FL4553 R7 C CAC FL4553-R6-CAC-FBCQALetterUL.12 Quality Assurance Contract Expiration Date 10/25/2016 Installation Instructions FL4553 R7 II UL Door Installation Instructions RI.pddf FL4553 R7 II UL Frame Installation Instructions RI.Ddf FL4553 R7 II Windstorm Label Door.pdf FL4553 R7 II Windstorm Label Frame.pddf Verified By: UL LLC Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16ggo Next Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement records. If you do not want your e-mail address released in response to a public -records request, do not send electronic office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section ber 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have cial communication with the licensee. However email addresses are public record. If you do not wish to supply a personal i 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: �= ® eCluxk CreditSCa FE MIAAMbDADE 17'r91W DEPARTMENT OF REGULATORY BOARD AND CODE ADMINISTRA' NOTICE OF ACCEPTA Ruskin Company 3900 Dr. Greaves Road Grandview, MO 64030 SCOPE: This NOA is being issued construction materials. The docum County RER-Product Control Sect. the Authority Having Jurisdiction ( This NOA shall not be valid after 1 Section (In Miami Dade County) to have this product or material t perform in the accepted manner, t immediately revoke, modify, or si reserves the right to revoke this Section that this product or materia This product is approved as descrit Code, including the High Velocity DESCRIPTION: Model ELF375 APPROVAL DOCUMENT: Drw Louver", sheets 1 through 5 of 5, d Company, signed and sealed by Da renewal stamp with the Notice of Product Control Section. MISSILE IMPACT RATING: L LABELING: Each unit shall bear model/series, and following state noted herein. LIMITATION: This louver is to drain water penetrating into the rock components, or supplies. RENEWAL of this NOA shall be change in the applicable building c TERMINATION of this NOA wil the materials, use, and/or manufact any product, for sales, advertising 4 comply with any section of this NC ADVERTISEMENT: The NOA r by the expiration date may be displ it shall be done in its entirety. INSPECTION: A copy of this ent distributors and shall be available f This NOA renews NOA # 07-0621, document mentioned above. The submitted documentation was i MMMFDADE COUNTY ,...� ECONOMIC RESOURCES (RER) DIVISIOON E (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidadexyov/economv er the applicable rules and regulations governing the use of tion submitted has been reviewed and accepted by Miami -Dade to be used in Miami Dade County and other areas where allowed by e expiration date stated below. The Miami -Dade County Product Control id/or the AHJ (in areas other than Miami Dade County) reserve the right sted for quality assurance purposes. If this product or material fails to manufacturer will incur the expense of such testing and the AHJ may pend the use of such product or material within their jurisdiction. RER xeptance, if it is determined by Miami -Dade County Product Control fails to meet the requirements of the applicable building code. d herein, and has been designed to comply with the Florida Building lurricane Zone. XD Aluminum Louver ing No. 60-021902-011), 02D, 03D, 04B, 0511; titled 11ELF375DXD Test :ed 05/26/2006, with last revision dated 11/20/2007, prepared by Ruskin iel J. Rau, P.E., bearing the Miami -Dade County Product Control Ceptance number and expiration date by the Miami -Dade County -ge and Small Missile Impact Resistant permanent label with the manufacturer's name or logo, Geneva, AL, it: "Miami -Dade County Product Control Approved", unless otherwise installed in a location where the room behind the louver is designed to , and the room will house water resistant/water proof equipment, msidered after a renewal application has been filed and there has been no 3e negatively affecting the performance of this product. occur after the expiration date or if there has been a revision or change in re of the product or process. Misuse of this NOA as an endorsement of any other purposes shall automatically terminate this NOA. Failure to shall be cause for termination and removal of NOA. ember preceded by the words Miami -Dade County, Florida, and followed yed in advertising literature. If any portion of the NOA is displayed, then NOA shall be provided to the user by the manufacturer or its inspection at the job site at the request of the Building Official. 7 and consists of this page 1 and evidence page E-1, as well as approval ewed by Carlos M. Utrera, P.E. NOA No.12-0816.02 Expiration Date: January 3, 2018 / 1201 Z Approval Date: November 8, 2012 Page 1 Ruskin Company A. DRAWINGS "Submitted under NOA # 07-0621.07" 1. Drawing No. 60-021902-01D, 02D, 03D, 04B, 05B, titled "ELF375DXD Test Louver", sheets 1 thorough 5 of 5, dated 05/26/2006, with last revision dated 11/20/2007, prepare,�d by Ruskin Company, signed and sealed by Daniel J. Rau, P.E. B. TESTS "Submitted under NOA # 07-0621.07" 1. 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-�p drawings and installation diagram of ELF375DXD Test Louver, prepared by National Certified Testing Laboratories, Test Report No. 210-3377-1, dated 03/19/2007, signed and sealed by Gerard J. Ferrara, P.E. C. CALCULATIONS "Submitted under NOA # 07-0621.07" 1. Louver and anchor calculations prepared by Ruskin Engineering, dated 05/14/2007 and 11/20/2007, signed and sealed by Daniel J. Rau, P.E. D. QUALITY ASSURANCF� 1. Miami -Dade Dep ent of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICI TIONS 1.. Test report on im 1 act test of an ELF375DXD louver per AMCA 540, prepared by Ruskin Company, est Report No. 053012E, dated 05/30/2012, signed and sealed by Daniel J. Rau, P.E. F. STATEMENTS 1. Statement letter of1code conformance to 2010 FBC, issued by Ruskin Company, dated 06/13/2012, signed and sealed by Daniel J. Rau, P.E. "Submitted under NOA # 07-0621.07" 2. Code compliance I letter issued by Ruskin Company, dated 05/25/2007, signed and sealed by Daniel J. Rau, P.E. 3. No financial interest letter issued by Ruskin Company, dated 05/25/2007, signed and sealed by Daniel J� Rau, P.E. 4. Code compliance letter issued by National Certified Testing Laboratories, dated 04/04/2007, signed and sealed by Gerard J. Ferrara, P.E. ^103/ 012 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0816.02 Expiration Date: January 3, 2018 Approval Date: November 8, 2012 E -1 40 `I 1\ 'oil i m 0 c V o I E u c o u 'c o� Ems° O. 9 O oCUP: 0 - i7 C tt�. 2 E ��vh E E o 0 ro �±1 'n m �+ boo o o! W 'n m o 9" jo.Co La7 W ? x° IE u Em E a �i = y r q c ° d� fQxK I° l� u C y b U •A U E° C N L 1 N - Y O .�. o u o V" IOn •ice � O m e•i� n. Yn NAM �a m 2 4' i me O U U U IN 0 M n N 6 N N � IQ W Ld cr -D t— fN N LLI a¢In g W % 70 N M M 3 � Q �O � N OI m O N N tNi9 L O _ I` Q d Q CCL \ D o N F N C� m LLI F I1 tn a i O 0 x LI l.� J o (pw(p�M X IV� ON01' 1dage LE 3~ i� m CD CV a H CD10 10 LU pi ffi in 0Z � r C ■■ O n W na WN W N kM.,L LLJ �- N N Z M g g � U t, LD J U Q U W sods � N N N N N 2 z H NNN_CJ• tW-dddin :r QG••. AINO 3sn 301330 N0A In � J -W Q H ~ a O U g V) Ld W � N� O C3 d Z q Z Q N 8 Z_ O OU Q W p ~ J U W _� = _Z q N ¢ U O I,w , = % O W O ga EnNo o a� O m �m w ooz N X J o Li J Cn Z i- W In Z f.7 W X W J m w UII% O I �o W q U W ui a crW Z N Z 2 M,V) q $ t >~tY Z Z U: ¢ Q I- g \ � Z Y O Q LEI WZD w O t, Q z f- �(n to O U O J QW N N U` Z O LJ O I f¢.., cn = w q N UiOm WOf=nq ^ W W W~ mC2O !- W N d m I WU WN }� � LLI Li.l V7 io N Q ~ ad (n p >�Q� (n W li `D � �Ww OO ZNZ LLI Q W J Z 4jm 1.. � Z O V) L W W O co N U In fn N O In W W O U O p� J n W W Q. l� In9U QO} W O N W O �J Q LLI In W N J 'otL 0 Z L.� N d N Q m—C7 q_(4n '? O Q O in m ZZ O O W Z _ � N Q N = v LO na n J W ? jq 7dO�� fn Q N O�(n O O Oq OI W to + LTJ�OWu = oftY a d = W O _J = 0 m =p Q m g In x Q m Q� af W J N t N I- I- J W g g In VI Q LLJ 0 Z �O . Va J J�> w Hew zpE.oF ®dn0m C. J Q o O O ca a, J J n ?? 7 O J O IL O � o J as ui O W Z N Ei O U*l O I�il °m a m In > W Z o \ _ � Z O V W /; z O 0 � x U (A J Q v 7 1uj VI Q ce K N K > z �yT1 nD ZV�JbyO�U y I J 10 O J \O�{yV + da x. H W s 6 In p jQ 3O Q Jz!Ql,. aNan-h O\r• WILL J3 m107 = N au\iauN xV=iva�2 dl 'ro O O \0 a3Q 10.1 a ^Q ox xX,LL,!B12 e� e ru �y �a \a3moR. ILIA/� W- vuI�LAJ ¢�^ rn X 41 W N1,c7j OWx O N \�yVyUpV1O a O W oZZ X O O x O z N30 U i N W N3 O� ` r - U3 O \ xiiNvkaz >_ z \ p O p st W V N O W InrS9UWCaiK Y O �.,y x 8 m0 N u¢ w a ti \�3m Jam.-un vi pm^v� aa xZn ;mwmQ, rn' x.4W4U y1N6NF a 7d z \Or w aU �"hoo W �-j Ll C — Ld a o u \<3 gOW0 ® a a3En jN m m _ �Zj J N U xi Ucc u dr' xa pip w n cVatyir p Fo KO \ U w g w O w 0 W Q ��iVOV�I/1 amm m O"JJ�0o 40 OJ W axa3u) S m to M4d> ME =,-0 a wa O _ O aOVN a.z \r+ In a I O O�xQ 2I\c a sms6p" O N \W p N NF-Omzw- j XOr.;Xa* = lljw G m O o �W3¢ U� - p w u Q V A J 7 U I N a s V n a xVomp^N N � w 2 �,..1jF NK Jo T�VVI�+iI om r-0 ID M (D O U Y LO O J t I0 w � o z Z g LL. V) J w O �a W J AlNO 3Sf1 301J30 80-4 ~ 1 U I W a V) ` to m O� O®f/1 iar O WO Q�m® Mz� w w x Nit M ON ® O N O O to O w � 3 0 s 4 La oL in O Z� p J 4 /� v - m y) QQ Fr V _Z g � m i O O 3 ci �a ti u�Q�Q"' U N K a 3m0o:1 2 -J Er O 0 N O O G N1-8Z� X O= V) a V k O Z Wa I x a� y y c \o z Z z �¢ Vic y�0 v7 ^am\�EE x =1 0 W =SL � a S 6 C.)m <] OW N ^ W R �! w m wx n \ wO O w Z \ S w O m m = m O Wz jr W U m W a O Z - ..-_ ' OJ N x ` N Ili I m I�.opa nr\ m3 sn UWz o W > aQQ - \j NW x�� xaa co N mm N a In a \ 3e n 0 xc�W�a� yy�� yy J §Vny U �_3 z Q5� Xil O O O m O m rf}n Li m W K J ^ rd3i nm3�Jz 5 c W 1 � m W 1 0 W �3 z O J Z W U Q t� Ld C) Q W Q z LLJ J Q OT V) o CU p II ^f V / z LLI o W z z N - LJ m m W LLJ = LJ z z o LLJ c 6 W N CV LLJ o W z Eg zLO _ LLJ D W Lq W z a-f a 0 LLJ Z t75 Li x LLJ U' U) (/ p � O C.� CY C)Q z w LLJa Of - J = O = O Z O LL- J _ C:) LLJ U) U z ¢ U O O .O Cn m U Cl-m z U J o CD w Q c_Zc G Qtn LPL N O O O m O CD :z If0 W J < W Wof �'- W U ELI U p W Cn Z O z O O of w l I— i m U U C.D In W U � z s LLI LLJ _ NLLJ J v L / o w U) C) � z tL inn O o Do CD 3 Z_ O I N Q 0 N WW 2 i m O I q:'� . AINO 3sn 30U30 NO3 N r 0 00 fllzjlg o� �o K =' �a c o O 00 •JW E to LO M toEa O � � n W Q O E Zn La 6 c E ,J W awe_��vL m m m m m m m m O Cl O O O O O O Cl CD Cl CD CD CD CD CD Z y V V to to co r- cD y V r� N LO N ,LO r- M CD d' CD d- CD n I—LO n cn O CD CD CD Z3 N N N N N N ft� O Cl O O O O O O 0 CD CD 0 0 0 LO O Z W LLJ U LLJ Z W W O Q ¢ W af Q N = U)m o J_1 X = Q m Cl QLLJ m .�J U _..J _I ---I _J I _J J -i¢ Q Q <L Q¢ W Q Lo Lo In to to m to Of I- I- F- I1 W i En ~ N7 1`ri 1ri r) rri cl:� Q (D (DO CD (0 co CO O O O O O�> O cD cD c0 O cD cD LO m m m m m m m m t d- � 'cf � It LO Ln O O O O O O O O ZN N N N N N N N OOOo000Ca Of N N N N N CN CV N p O I O I O I O I O I O I O I O I O O O O O O O O CD CD CD CD CO to CD CD LLJ - N rn ci- Lo CD I- Co 1 00 O H LO r-- Q0 00 LLJ U Q Q:: m m O o m o m o T ^ N W = N N w �Isz� cn 3 y.N T LLJ N m m N LLJ o I � d' CV LO O N o Zca CN \ I o P. 42 CN N M Z so +^ w- E N of o � \ vo 3sn mijo 8oj a P N , QD i 00 Ln d- a d- rn O 0 o w N ` Q p MM W N d � am 0 i O W N a- 0 N w o 0 �m a z 0 m m Q O z co U (� �m z 3 1— IL p W m c C M L1- z � o NN m W IO w LLJ LLJl.l..l �J t] I N w O (3 > D o c0 Z Z iv 0 o = o ^ 0 _J co Q V / w W z w LLJ O x Of Q L1) n_ O z W Q C� J w 1 W y o °- 11 aLIj } ~ ¢m p LLJ .J N Li 2 � 0 —y- Q m � p 1 U 0 LL- w N � J Q m N LLJ = (n z o o xr �m < p > 0 M o J o p 00 00 I w ^ Om O z 3S/Md3H10 Q31d103dS 9937NR 2 Z 800 31 L00-OIM 3sn T SNOISN3VI10 37JNV w ~ 91/1 T :SNOISN3►II0 NOUOM tY OZO'T XX' 33V'Id Z 0104 XXX' 30VJd £ x � I O I LLJ Z z Q om Q Ofp i � o 1 -__1 M J o o I o ^ Z w = Of w W z z w U 0 0 i c 0 0 O 4 OO CD O O CD N O O O O O 00 0 0 Is- 0 0 LO n X M O N O J N � W 2 CL fO N v Ln n LO In w J C� mm Z o Q a_ CEO J M U o 00 z M S2 L1J O w m O O I CO n o I o n 00 =tb; z Lu Ln 1=- of O __ I_ _ O O i �l LO O O N J Z J a cn U O J J Q Q ¢ Q CD C co N N \ m m m m O — N f0 O O O O ZO CO c0 c0 CD (.0 to fo Et O O O O Q N N N CV O I O I O I O I Ln LC) Ln LC) 00 00 00 00 o N w � O �y� � r � LO 0 >. IL w 0 ¢m L LO V N N L f 0 > am o m o TO V ' N O O Q U m W z E O � z Q0 -] C-D am a z 0 z 0 O y W t�0 C w ER Z `/ D O �t o d a og J V) J U a r�i C� O W J o �. w w E-- p zcm 0 O O V) C) Q Io (l Q zw U ,/ ` y w J L w AINO 3sn 301JJO �OJ a qm p U Ln J J�D N LL- o O > kai In m Fo LC) U W J m w N = Y HLO Um p fD O J z am w 3M 3S7M83N10 031d103dS SS37NA 900 71 LOO-OVA 3Sf1 Z + SNOISN3PII0 31ONV 91/1 T :SNOISN3Y4I0 NOUOVM oao'-T XX' 30VId Z 010':F XXX' 30V1d £ co r.r). f0 f� 0 O Q Cr z W _0 w I a Z U m :3 oz Z o o J LLJ z w -w Z � LL1 Ln z Q 0 0 W U Q at V) M Miami -Dade County Building Product Information for N.O.A. 12-0816.02 NOA 12-0816.02 %(library/productcontrollnoa112081602.pdf) File Classification High velocity hurricane zone Category Vents Subcategory Wall Louvers Material Aluminum Applicant Ruskin Company (pc -result detail app.asp?app alias=101433 ) File Status File Approved Expiration_Date January/3/2018 Impact —Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 130 Maximum_Design_Pressure_Negative 130 Description Model'ELF375DXD Aluminum Louver Page Last Edited: Tue May 28, 2013 11:10:18 AM (http://www.centerd4pitalgov.com/survey/88/2012 ) WEB DEPARTMENT OF REGULATORY AND BOARD AND CODE ADMINISTRATION NOTICE OF ACCEPTANT Oldcastle Building Envelope, Inc.(T 803 Airport Road Terrell, TX 75160 SCOPE: This NOA is being issued under the 11 documentation submitted has been rq` used in Miami Dade County and otlici This NOA shall not be valid after the Miami Dade County) and/or the 03 material tested for quality assurance manufacturer will incur the expense c such product or material within their�j Miami -Dade County Product Control building code. This product is approved as described the High Velocity Hurricane Zone. DESCRIPTION: Series "MSD 37 APPROVAL DOCUMENT: Drawi Entrance Door (Wet Glazed)", slicet. Inc., signed and sealed by Walter A�, with the Notice of Acceptance numbe MISSILE IMPACT RATING: L LIMITATIONS: l . Maximum Design Pressure RatmE with FG 5000 (Window wall) or A design pressure of this door or tine nTu 2.. The Oldcastle Window Wall (W the door mullion top & bottom e intended to revise any condition 3. The doors or doors w/ Transom ai 4. The 24" high transom insulated gi + inboard laminated glass consist RENEWAL of this NOA shall be ccl the applicable'building code negative TERMINATION of this NOA will materials, use, and/or manufacture of sales, advertising or any other purpos this NOA shall be cause for terminat ADVERTISEMENT: The NOA n expiration date may be displayed in f its entirety. INSPECTION: A copy of this entire be available for inspection at the job This NOA revises NOA # I1-1206.1 approval document mentioned above The submitted documentation was re ECONOA1IC RESOURCES (RI R) DIVISION INHAMI-DADS COUNTY PRODUCT CONTROL SECTION 1I805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 Nimiy uriamidade.gov/ecouomv aplicable rules and regulations governing the use of construction materials. The 'iewed and accepted by Miami -Dade County RER -Product Control Section to be areas where allowed by the Authority Having Jurisdiction (AHJ). expiration date stated below. The Miami -Dade County Product Control Section (In (in areas other than Miami Dade County) reserve the right to have this product or purposes. If this product or material fails to perform in the accepted manner, the f such testing and the AHJ may immediately revoke, modify, or suspend the use of urisdiction: RER reserves the right to revoke this acceptance, if it is determined by Section that this product or material fails to meet the requirements of the applicable herein, and has been designed to comply with the Florida Building Code, including Glazed Aluminum Entrance Doors with and/ or without Transom ig No. 13-034 (Former 11-126), titled "Series MSD-375 Aluminum Medium Stile 1 through 24 (including I IA & 16A) of 24, dated 04/08/13, prepared by Tilteco, Tillit Jr., P. E., bearing the Miami —Dade County Product Control Revision stamp and expiration date by the Miami —Dade County Product Control Section. and Small Missile Impact Resistant of+ 70 PSF (Positive) atnd -- 80 PSF (Negative). When doors or doais w/transom are mulled 5100 (Window Wall) or M250 Curtain Wall or HR 251 Curtain Wall fiaming, the lower led Window Wall or Curtain Wall shall control for entire assembly. V) and Curtain Wail (CW) are under separate approval. The adequacy of anchors at id tributary loading condition to be reviewed by Bldg. official. This approval is not pproved under respective WW or CW Notices of Acceptances(NOA(s)) e not rated for Water Resistant requirements. iss details 6A/l4 and 7A/14 consists of Tempered glass outboard+l/2"air of 1/4"HS +.075"SaflexCP +1/4"HS nsidered after a renewal application has been filed and, there has been no change in .y affecting the performance of this product. rccur after the expiration date or if there has been a revision or change in the the product or process. Misuse of this NOA as an endorsement of any product, for -s shall automatically terminate this NOA. Failure to comply with any section of m and removal of NOA. inrber preceded by the words Miami -Dade County, Florida, and followed by the dvertising literature. If any portion of the NOA is displayed, then it shall be done in NOA shall be provided to the user by the manufacturer or its distributors and shall ite at the request of the Building Official. i and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as by Ishaq I. Chanda, P.E. NOA No.12-0926.05 Expiration Date: February 17, 2015 Approval Date: May 30, 2013 Page 1 A. DRAWINGS 1. Manufacturer's die c 2. Drawing No. 13-034 Door (Wet Glazed)", Tilteco; hic., signed a B. TESTS 1. Test reports on: Along with marked -up Devices, prepared by I signed and sealed by V 2. Test reports on: along with marked -up doors, prepared by At I 1 /18/08 and 06/26/09, 11-1206.10/ 409-1228.0 3. Test reports on: along with marked -up c prepared by Hurricane 0105-0712-031 HTI.r 0105-0407-04, dated 1 (Submitted under file # 4. REF Test reports e wings and sections (Submitted under files # 11-1206.10) Iormer I1-126), titled "Series MSD-375 Aluminum Medium Stile Entrance Bets 1 through 24 (including i IA & 16A) of 24, dated 04/08/13, prepared by sealed by Walter A. Tillit Jr., P. E. Air Infiltration Test, per FBC, TAS 202-94 (Not conducted) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 Water Resistance Test, per FBC, TAS 202-94 (Not conducted) Large Missile Impact Test per FBC, TAS 201-94 Cyclic Wind Pressure Loading per FBC, TAS 203-94 Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 irawings and installation diagram of double doors w/ Regent CVR panic rclutectural Testing, Test Report No. C0344,01-450-18, dated 06/13/12, nu Abraham, P.E. 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 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 drawings and installation diagram of aluminum medium stile entrance shitectural Testing, Inc., Test Report No. ATI-89818.01--401-18, dated both signed and sealed by Joseph A. Reed, P. E. (Submitted under files # along with marked -up d Certified Testing Labora sealed by Ramesh Patel, Air Infiltration Test, per FBC, TAS 202-94 Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 } Water Resistance Test, per FBC, TAS 202-94 Large Missile Impact Test, per FBC, TAS 201-94 Cyclic Wind Pressure Loading, per FBC, TAS 203 94 Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 awings and installation diagram of aluminium medium stile entrance doors, Test Laboratory, Inc., Test Reports No.'s HTL-0105-1030-02, HTL- 105-0205-03, HTL-0105-0810-03, HTL9105-0210-04 and HTL- /21/02 and 04/05/04, all signed and sealed by Vinu J. Abraham, P. E. 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 -awings and installation diagram of Aluminum Storefront, prepared. by tories, Inc., Test Report No. CTLA-1177W, dated 01/06/04, signed and P. E. (Submitted under FG-5100 Storefront tS stems t OAr I haq I. Chanda, P.E. Product Control Examiner NOA No. 12-0926.05 Expiration Date: February 17, 2015 Approval Date: May 30, 2013 E-1 Oldcastle Building Envelope, Inc. B. TEST (Continue) 5. REF Test reports on: along with marked -up drai Architectural Testing, Test 8611.01-401.18, ATI-861C Joseph A. Reed, P. E. (Sub 6. REF Test reports on: � along with marked -up dr prepared by Hurricane T( HTL-01054717.04, all Curtain Wall Systems). 7) REF Test reports on: along with marked up prepared by Architectu: A4707.01-801-18 sign( respectively. along with marked -up prepared by Hurricane' signed and sealed by V C. CALCULATIONS 1. Structural propertil Inc., dated 12/09/1 2. Anchor verificatio by Tilteco, Inc., d under file #10-121 3. Glazing complies D. QUALITY ASSU12Ar 1. Miami Dade Dena Air Infiltration Test, per FBC, TAS 202-94 i Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 i Water Resistance Test, per FBC, TAS 202-94 i Large Missile Impact Test, per FBC, TAS 201-94 i Cyclic Wind Pressure Loading, per FBC, TAS 203 94 ings and installation diagram of Aluminum Storefront, prepared by Zeport No.ATI-A1052.01-801-18, ATI-8918.01-401-18, ATI- 1.01-401.18 and ATI-74785.02-401.18, all signed and sealed by pitted under FG-5000 Storefront Systems). Air Infiltration Test, per FBC, TAS 202-94 Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 Water Resistance Test, per FBC, TAS 202-94 ► Large Missile Impact Test, per FBC, TAS 201-94 Cyclic Wind Pressure Loading, per FBC, TAS 203-94 ,ings and installation diagram of Aluniintun Curtain Wall System, ing, Test Report No. HTL-0105-1194.04, HTL-0105-0809.04 and ;ned and sealed by Vinu Abraham, P. E. (Submitted under HR-250 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 uwings and installation diagram of Captured Crlrtain Walt System, Testing, Test Report No.ATITX-A4707.01-801-18 and ATITX- and sealed by Shawn Collins, P.E. and Joseph A. Reed, P. E., vings and installation diagram of Captured Curtain Wall System, ting, Test Report No. HTL-0105-0117.05 and HTL-0105-0903.08 Abraham, P. E. (Submitted under HR-251 C.W. Systems). & comparative analysis calculations dated 01/22/13, prepared by Tilteco, signed and sealed by Walter A. Tillit Jr., P. E. calculations and structural analysis, complying with FBC 2007, prepared :ed 12/09/10, signed and sealed by Walter A. Tillit Jr., P. E.(Submitted .16) ith ASTM El300-04 of Regulatory and Economic Resources (RER). Isl aq I. Challda, P.E. Product Control Examiner NOA No.12-0926.05 Expiration Date: February 17, 2015 Approval Date: May 30, 2013 E-2 stle E. MATERIAL CERTIFIC. 1. Notice of Acceptan their "Saflex CP" expiring on 12/11/1 2. Notice of Acceptan their "Saflex HP" 1 3. Notice of Acceptan their "Saflex clear F. STATEMENTS 1. Statement letter i and sealed by W 2. Statement letter signed acid sealed 3. Statement letter Engineered Prod Envelope, signed (Submitted under 4. Asset transfer agr Oldcastle Glass E 5. Asset sale agrees dba Oldcastle Wi Products, Moduli Oldcastle Glass E. President of Vist 6. Notarized statem Oldcastle Glass Vistawall, a Div. President & Secr 7. Statement letter hie., signed and 8. Laboratories corn G. OTHER 1. This NOA re 2. The previous Building Env 0209.03 (Vis 3. Reference F( Systems and No. 12-1231.08, issued to Eastman Chemical Company (MA), for ,flex and Saflex HP Composite Glass Interlayer w/ PET Core", No. 12-1231.09, issued to Eastman Chemical Company (MA), for ur & color Glass Interlayer", expiring on 04/14/18 No. 12-1231.10, issued to Eastman Chemical Company (MA), for color GIass Interlayer", expiring on 05/21/16 it d 09/17/12 of "No financial interest", prepared by Tilteco, Inc., signed [tor A. Tillit Jr., P. E. i ed 12/05/11 of conformance to FBC2010, prepared by Tilteco, Inc., by Walter A. Tillit, Jr., P. E. (Submitted under # 11-1206.10) d ted OCT. 19, 2010 of name change due to Merger from Oldcastle u is to Oldeastle Building Envelope, Inc., issued by Oldcastle Building by Ms. Jacqueline D. Butler, Corporate Paralegal/ Legal Assistant rle # 10-1214.16) ement, dated April 20, 2010, signed by Mr. James Avanzini, Present of r gineered Products, Inc. (Submitted under file # 10-1214.16) . nt dated June 29, 2007 by Oldcastle Glass Engineered Products, Inc. r dows, Inc. and Vistawall Architectural Products division of Butler MFR. r e Windows, Inc., signed by Mr. Adam J. Newman, Vice President of gineered Products and Mr. Daipayan (Deep) Blrattacharya, Vice all Architectural Product (Submitted under file # 09—1228.01) nt letter dated 03/05/10, issued by Oldcastle Glass, certifying that ngineered Products, Inc. (Former Oldcastle Window Inc) has purchased of Butler Manufacturing Products, signed by Mollie Hines, Vice tory of Oldcastle Glass. (Submitted under file # 09—1228.01) ated DEC 17, 2009 of compliance with the FBC2007, issued by Tilteco, ealed by Walter A. Tillit, Jr., P. E. ( Submitted under file # 09—1228.01) pliance letters, part of above referenced test reports. NOA # 11-1206.10, expiring on 02/17/15. A(s) associated with this door files are NOA # 10-1214.16 (Oldcastle e, Inc.), 09—1228.01 (Oldcastle Engineered Products, Inc.) and 04- 11 Architectural Products Inc.). 00 Storefront Systems, FG-5100 Storefront Systems, HR-250 C.W. •251 Curtain Wall Systems (under separate approvals). Ishaq`1. Chanda, P.E. Product Control Examiner NOA No.12-0926.05 Expiration Date: February 17, 2015 Approval Date: May 30, 2013 E-3 iZ.40 1 J33HS r cN+o/» im-al00 � oN 9NIM1RI0 Nq b�d-i ti L9q*,6gq-= ouOtid-UX0•9EPAmpIO'm^M 09 L,94 X L'Ilk-I - PU U04)[ / WS Siva �,,adojemaBuippq elpeopl0 CIAO/to 0 laddWl 3-JISSIIN T v"S V 38�I :xe Nn+vaa (CHZVII0 AM)1i00a HONvuKa TmS mm(IKK NaNmnw SLE-am SAS L9L+t p ot1 vala0l3 '3•d *-is, I IUI v a3 ivvu e 000-ea woo•Ioo00093114 :L'ow-o ►TSs-119(SoO : VMJ ' osst-tcacso9) _ 0=4d 99= 'U 'SNam YMmm '= 'aiS '4 'q*c %ll •DNI O 0 3 I ONI '00WU 530Z0 (auoZ au4ou.InH 400ian 461H) 3003 ONla-lln8 b'a ulA :10awl d ,ILNnoo 3ada-1 vivi Y �f y6 xmw .�` a-79 o 0 oz r: 4 w ai as 5 D D 0tj O a tDil to �Oww 2OW mow w w p O F ) N 'tn _� 1t7 I--• CA F.. C.7 to _ �! .•. j U? UZ I O to p W� z D O D tL ZZ� tOi I 1 0 Z� 2 2 O a is N w N O v 7-1 Z E Lai I 02 0 o=w ; Ozw OSw FW- 0 cn ow o�, p c� Ua z o�yj O�� ZRLI� a UO 0 C7 C7 O N Q �� ^w zd o 0o w ^� Q 1 m m0 'n t - � Vri I F- U W "J'� 1�.1 3 o w win oo `n a wU taLaw ��a COMM a 5� U. vto v vcc Q z :5 �Ncl, 0 �a wow '°`IwpZ_ FWDp g O O '-� U a� Oa Lutz lil m w z oFD�zO p�QW OHO M oW o o z 3 3� Q1ad o ,�jzU 'n�z� `noz o g LLI to o 0 0 U a t, U to C0 - o o M X. o c" -- o to J U U i-: w IY o V1 ru O z D M ---i IL w 0 li 0 :C � 0. U oz 0Z S Fn m vN Ia- Dow OC9E- 00' N Q a �. T J C p.:, O- > W m f N p I 4l r-Z z hZ Z rZ z w zU) z 3 w oV) s p a w a r w D r �a -Pm o o f z z to a 'n r- F- W -- z Sri W z V) w z to w t- w cW�s w w oo to tj N wr.I a� d� �� o N 40 rm � Lxw}� vw}S Uw�g M S o olaao a'io o �r mo -o ��a w zo �`'' `''a rx �o�� corn ao� V) o a o= V7 < J >n O !D O i s to O Z Q ) Z ¢ J Z ¢ J z OD 0. D W. 0 ulW I I �j�j 00 Z (n I? I VO O pz 4w pz+� Ozy¢ O Jy' J a o Otoo D W wV) D0 p� J Z J m� ar ►- 00-ZU_►- 05Z0 Op-ZU U W' O X w w Z 1 1 74, V) J ch w tow Z O a x V) 3 4 a tZ a a: z, ov�w o �w 0:0 x0 �w^ Q z o o:o �� a oot`j oD o M. O �O UtnV) -F- C9WO O W O O 2�0tL�Utn7 wmLLJucm wMUD Lu mo L- z ¢ QF �JJ w � O y_zp Lt m LLz zZON O a O 1La QO O.W,0 0 V) Z V)F-0z o U ¢ Z��m4 a wU z Zp OV�i D f- z00 zz z ztnwOY p>Nwo p��� 3 So o N nV agWw D w o gv o� o�T W W vz¢o g P �QcscnM¢ �tn�¢ D V) O W M MVLGL,�K,�tYSZ W J 0] \� QD >>7 J Z m Z QD- U U 4>JF--V,OJ QJF-U QQ>Jt-U Q^ tli I N1--FW00 N Wzz � moo �0 W� �TO Z Z �aR�w w WJ4OJfn � Q� Ltl¢Q� <=ow W 0. 0 tl O cz t� l- Q d S 4 O O J N J to ID V) '� O U _j cn z Z W 3- 0 wi- W? U W 3 V a ^� DW O Z �tZ (nL?M�WLLJ0D_ . �Jkt W �Z U O 0 m 0 0 wLi) ,+ w lw J rm N -) Z ZwwQ� JJ QJa Ja p O $Ip(Y J =-,nz0. -)stoz J3iAz �O aJ > > tno v)oaof>:¢Q.`n NU¢z ¢z in N W rW ¢?wU) �aoNW aoNW ¢oNW p O� Q>W U Z a nC<WJDD0.UO oa U 0-� DN 0 �D°N mm0.z.¢0 0.za� fLZ�t/! w a u� x 4 :w CA�o 0 twnU a)0m'm n o� uxi �w rz¢z x �CLT �wtnr� <� Ss,.0 =w W O N M 4 L6 to r 00 6; O •¢- tV M d O i0 Q� ti0 ci O H S N N N �! -Q 1 r t0 r N N N w Li t5 Ci r.,I w t � a i ri Ui is r.I w w Ci w �i �i w w � C-s %I r� too =z omwm w w w wwwwwww WWw w W ww ww w w w W w w w ILO 2 2 = TTZT S Z T x2 2 S 2 T x 2 2 22 = 2 Z 2 2 N to to V) to to to N to to to to V) to to to to to to V) V) to to to to to ai 2 LJ W W z w � a z Z3 a V) N r S W V) U Q >- W C9 z � U 0 N N mJq �- to z O 00 0.', CL m Z .0 M W O LU w �N z y2 N00 Oa O O T W N O SO ti <�W O OQ Om � a0m F- J N Zp O� coQ,v Z- a w O a W J Q U_ N U ¢ J W to Ir v.� in 4 z o o z tom t�i it m >- 00 O z * iW w ww o s Q tr OJ U o wd z v7do'o 1 O tanti uWi� I ow 3Q �oJ oz z a J L_ mo �[�w z IL V)Zn IsJD 000a.z 0 U`` d, 3r" O J � N � uW.w 3wZ w L- w w U z M� N tL I � O-• Oaa W U U Q -1. 0- C V)o'n yW s O� V a.W FIz- to OZR M t' > 0. JaWOW W<0Uz�O m WzW)w�N ow tnLL zdw O Q OLL zp ~WGa O �Z� LOU MVf UZ�UMtr d z0 m Ua U c Z t] VO ] to W�W? MQ QwOa.Ow I OtL Otp OW U_ O J O J �wN u- JUv OZw�aD QT �►-pOU0. M0. JN N JO tJ a �= UO O J�TzjiDt2C�oo zw2ti Q W� mN s mV aw F 0 zE 0w� w w V) Z w o Cu d 0r r. oc too m z p Z z o 0 W W rj w V) to n_ F W it o co Q -QU. p U. 0 UJ OLLI� � N Lr Z w z W O O tWi1 W aI0 ww� z wo Z= I `.'wm rn Uo z O t;U wog U3>0- MI•- ao}USa N� Oxi zd r U 0 w Sw zwm tL m�C mZ�OO=ao�rga z JN r M 0 Um Z O N a fQ--i2- ZJa O of ¢0tn a �cz-iwc�3w �o a� J oa o a h Oo z wmN J WWpO O¢ M0.tC)'.- Q* .J WD U O w 0 ❑zJ owr 2paz�>-m > of z� mC�j ON op R Utn O� z0 Fa Da wa� Q to r- O o ,, o z U w V) o a t1 M a~ a w Vi F- to V) WLLz LL^..iO.Qztn ZN I UEv N m aZ p ,,..w OW 'a wa ow �w v)W 0 wW v a �� z ww tw,) 11 �c+��� 0 r O �U w ow zU ww �a SF r W aw Q O>mC4 Mtn WW WI¢Th e_j m I w t- 0� C90 r o� p� x0� <mZ wQ v tin t 2C O F¢. oa N Qz U, Za ON z av U pp >- Q i W 1, m Z i- z. Q , 2 tV O p0.. 4 I.- O O W p F- U -. !+. O �..- �., T V] W d' F„ N Zd p_ C� m z=)2caFww wo�wVU U F w �o p� z1 Tito �.e m~ UM a Q0Z it}uzi F- O m to s N y � w v >- of U -X- W K �jj t/i U i N J O O 1-- 3: " a y .o- O W a m a :E Q a m e O O = 0 C Zd O - I r- V) I L) z to to O ow�����r �ot x� J �� ¢w z� dzm zo V) cc US vww o x J ooa�w��y��mZa �00 � a ti Fa-�z w w oo �Sw t'xnvwi _ja w4ol vow awc }'a z �aV) W r p fjj Qzd OwGOC�t1a w r" - _ `mz pU m0 _jN jt" t+Ja- ¢a Uliz d=m J mew a °:g p' F.e? a o� N I o W 7d sz W (V) ccL J� wo aoco cn� �w o0 cn Vi 0 ¢ orb o '- wo 43 w'zza� 3: �s^w U w Q a oJ� w iid $I.- av' �� tno wzI ''- �wo zd ,Z LLJ O U z z zz on tyis Z 3 0 LLJ_j a to F to !� Z Q J Z W z ? O �VUz00 rflc�l-D z4Vc`tFN= a O zNZ UZd Btu tr^M r¢ ow 0- aW � U ?,z WW0 Q tnaZwZZpa0j 0QnHJN tai w D N VOA zd� CLX 40 pJ aF- JN Wt�J wWz O m~W W J D ,� " Vl Q O O J lr p 2 O W m 'm w,n V) r' C4 - Q T Q w to W m a f- W a- ,("t J N tot, aw s w+w o > c� }°�ac mo to I zo oS2 I z x V) -V) W W �q+ ce.pm LLI- 09O ��'0m U W p Z mU0 H0 U''i Wo yr NW �� Zo-` � �~ lzl EL-dcmOOO� U o�Wo�pQO 4 woo =II mtjt z� O Ox Z� gym. Rva~ z New m CL a<- �$$ zNN wa I Wg > m tnrw..p 20 o_U 00 0 orr 0 mW wlLrn o FaJ D¢-0 �LLI G2 G jVi V)-UZO O O Er aO �QQ a. tnlzl w0 ZO WZ H}�y.».. ~C3 a� LL'tsn{.. U Ivif .0 J ZU�� �U\rfn4Qw WO m Z CL O =Ui wZ emu) oN �� Zt/I SO w wF=a m LAJ M0 N O 3 z Opnja-OW J J Orf- =0. Z l to i' V) •• O Cl W W ttt 0 Q O C .. a Q - tz. C7 H W O N W tD 0 O z J n• a LLS �w~•QZDz��twr`JcaUcO I)3 a V) LLIp � O 0 � w top0 Z0 4U �oai t,_wF U) U. O Q a C} a M 10 D O r M H to 0 tp .c r<i to � O w w W O W U a U 0. C] l- t,tn0 _j ' � z NWonw U U _ owvs"i 3 U a� i- d� ,,tnz O w ¢ W O M- V) ix �__ )Z- G� O d tno OD �o zv �s U O a CL J O w o I � p U o o >- to U O d �d I z C to- o U o W 0 n a o YO zN 3 DD oz grr mp 00C; a J zooO O Z_ O � mtia 0 W 0 1 M a �o mw z Mtn �w rq o� tnU x "'� to F w0W c?a 3 I wm om o-o o a w to m oZ o� a UaG wU rra. W �o w o x.e a w a U zI- o x CL W o o z N W z tnz z a otnU aw I og°" o to to to 5 tnzx o>- a4 ti aM rn0 o �c� Ua�ri �?tz o� aoa �v0 � b ¢ tTno I i)� = z a moo }� wa jw i= �, -=w oa .Imo �zL-o m� Lai m N N p Q-Z N h z N z i- Q ar; T LT v m F ►- 0. Q U to � tr ¢ 0 to to tom t- x —0 .. a. U .. W O tL ..� Li c N th *Z d0 z 133M t rl/ro/w 75 - 1 — I 71MQ 1gIl�1DD0 .11 'A7rI in I N7WRcw7 I Mf M oN 9NIMI/b0 'b£a—iE L994•S9@•OOBeuo4d-�'390R=PI0'M+wv+ 09LSLXL,H*mDJ.'PM mdLME09 Siva , LedojaAu36ujpj!nq afSeoPMO 0 :As NMVSQ lodd+ul 3-USSIW `T MS W 302M1 (a3zvzo mA) -IOOQ HaN� mus ,T NT):]IQ'm PiaNmgariy SLMSNi smms C l I w L9tb•b # 'S!l VORIOld 3'd '-AP IMLL V 831-MM $1L9000-83 W0.7'IDD®Doml3 -ILOW-O 1£st-USN00 >� o£st-rce(sos) °mod 97 L££ •ti 'SltlOM VM OM TA£ m4s .INVdPtoo JNIV33NION3 V JNIJS31 JXnl.L DNf033 `71 ONI '093LU £tozo (auOZ GUD0lj.JnH A41001an LAH) :1000 ONIa'ime ` cmio-i3 co a. a� »0oa's--� I t O O O 0 0 Q RN 0 d O N N O „oos•z „trfr£'0 I- In r7 "b 6I p� Y1 »9ob'o 0 CD W r M S W i toLLJ� tD O M "9zVo '9 d "SZVo U) S L u O O I Z I O 0 �_ 0 r J pQ z W O L0 icon p� s — � Li l e J m ° N O 01) to 93 r N O oM CLp ON OH uNno3� 3ab'a—Iw`dlw 4. I� x Zvi yr' O 0 ,L9Z'L y M rn n o _ goo0 C3 lei i 000' l N "OOo'S 0 L=SiFa o- M099-t, --i 090.0 cot 0 O P O I O »Zati'£ C O ca a 0 ov o O O O O O r7 n J J T- LL.Lo c0 090' w pI p iS LUi } "005'0 tr 0 iZ d0 £ 133HS i t Vf9/to cct-a: 010 L91*t # '0fl V040"u raJ�em ++ A711 saD loudarraD •r nee 3'd '�t` 900MtL -Y 2f31NM 21vu 6LL9000-83 ON 9NIMVHC OUOIId-UJOD �HBEi %P{O =� WOJ'IODOODOIL4 1DW-9 1+£0—£ l L9SVf''90-009 lf9L-LcsCsoc) : moi . xs►-Lcs(sDr) : GUOU 091SL XL lg—.! - pH vodW Ma QMT 'L! -96OUVO VIKO M 'SOC -&M 'IS •49C WN SSC9 ,31Y�do�anu36pf!�8 a�i0 hNYW00 JNIV33NION3 V JN10 1S3t lilt CL/o/io L=m0 a 31 LoddVNEI 31IS'SIII -nVMS sP 309fl wo NMY2w0 (QaTmo , am) Roos 23NNuba RMIS Oti WMGAK y1aNBI WSL£-QSW SSMS ONI •oDaL'Ia CLDZC> (gU0Z aUDOi.UnH 40019n L461H) 3Q0:D Ma -line ` ai3 j07j A U �k n *, (•CL% .Sn yz�9•a CD „osz•o N O 11009.0 0 v 0- 0 e y01 I N, 1 01 T � :OOo,z O I e w •3'd • �/ Z •'q7 .,uN 70D 30VO—INVIVI Ito. yoeti•G J � O H o w U y08a•0 0 N LH Z M i N 0 In dn 4 0 y08�'L `M ll CA O iA O r^i -080"0 M y8L0'0 Ito to O 'to A 1 O r -4 �- ., v9Z•o — CD 0o N �p I N 0,6 0 N EL d 1 Z 0 OJ wco 0 m y5L£"0 rn uA 0- �Q 0 0 c O O 00 J n U 00 z� 0 --� �- moo ' eMn O O ° to � ZU 4 £Z � is 3a t J33HS rww r ca/xWo tsr-zr am t d '-jr IM-LL VOR10iv 2M tar or,a ,. �. s+a ,�.� M 3'd �r L900 -- 2£31IVM am 9NPtosa 6[L0-o4jr 3 L9St698.0 -04d-WW3SopWMMWA W°�Io�°a'�I!4:pw -K0—c l [css-scacsac> : m� ocs[-upm) : ououa 09CS6XLAUWBl-tn[ uo�ltl£09 soacr 'snag wurucn •roc --is is •tans Mra 31va 0 J NVdhtO� JNM3NI9N3 V SNItS32 Ir t:t/io/+o ^ fiLl .� as = 033121, :Ae waVao 1OVdYVI 3-IISSIN TitIYVS O8 30HY1 oro (QSmg js[m),&oo(I2Dxrdimx a'IIZS oNI •a�3rnt £soap WXQaK )��jEW SL£—)M S (auOZ auoOp.unH 43019n y51H) 3000 ONIci-iine VGNO`i3 1 Q \ i XU dj • ql ,UNnO:D 3(]VG—IYVdiW 4 E~ c� Y t • m N x W LLI W z m m O W a' 0 w W tL' N 0: UJ 41 N W_ fn to O _W 41 W_ W Z V�" O W V7 w W W tyt W W W Wq� W W aW� W W W WWt� W W �qtq�,,3377 tW[pp �[�[a�pa,,tt Lp"p WW�1 pwpp vWo�p '�O qWqpp cW� �Gag,� pWp O oWp i O d cWcpp f7 O O O O O p O 0 0 O 0 0 0 0 C7 O O O > > M M O O M a D p M a > > > O O O p a O > Z Z 2 a O 7 .� a 7>> O O J O>> J J a 7 3 J J O O O O J Q¢ J J Q� .•J J Q¢ J Q J 4 J Q¢ J J Q J 4 J 4 Q 4 4 4¢ Q 6 �¢¢ 4 4¢ W W H H 1�^ 1�-• to M to -, h M � k0.+ r � t0- r ti I FO- PO-• {�- 1p^ iO• r t r r I � t � � � r t I tO•' � J tl W t M t M t t t Mp t(7p I M t I I r t r �p M (Mp M tMp1 M M �Mp co co tci !7 t�Q 77 tS co Mp `d o P'•' a d 1+J1 'I' W '�'' 4.J W �� a� 4J.f :F a •`� O a Q O 8 p 8 o cMp o s `Ol(olco o 8 O F. o o c`i O e� o o t$ O O C tc O tD t0 co cD tp d� W N co N to (A V7 cn to fn W � W t0 chi m c0 to m to tG t0 tD co t0 c0 Co t0 tD Q' � f7 CD a ■' • ■ ■ e • ■ O N ■ i4� 8 ■O i r O m N o �j n N CDm J a t~ O tp N to tTt 149 N to to N r to N^ t0 •'; .N- M O d O R •• C O ^. sd. sl- X x X X X .N•- X x X •N,,, X X x X X X X X X X X X X N j tN C> t�i X X N ad• d. ■.t} X ad• ■ X ■ ■ X ■_ N t[7 to a • d' ■ X m aO fA $ O O CV ■tA Z �' = r per., 0. iC! N tcpQ "0 .dam tq tt) n 1� NO m Oa O> f0 t7� O co N V Off-. Q O t!! •.fi r in N c0 tt) n �_ .^-• P : r% r �•- M r, P� .a: fO .- t0 r �• ¢ C N • t•�. '•• u. W \ M\ N N X X X X X X X X X X X X X ■Q• X • X X X X X X X X X X X X X X r�.° X ri°v X X pJp X c0 aM ■ ■ O r ■ r ■ r ��tt p> pp O r ■ pp N ■ .a• • S r • • O tD aD to O ♦t ^ ■ O th • • O N [p O ■ • +A r` N Q! X O X ■ tC> 'd- O N N X a M of n Pam+ O � W O O O M 7A �� t+ O t[') tXl 01 cV N N N M co t� M tM as O LO M r 0. fn O Z W a co NO N }LU 9mo{ M oz O W O W co h tocD cD Z O W J V J X an 2 N} w '� U c°NS a WCD < i `� 4 6 LLj ZOO^ 2� W 4 V a Q? m N fl W m O4 Op p C7 p N p J tyo m C4'J m GJl IQ- 5-3 C,7 V pQ () fin a Q G f••• mom¢ O a Z ..J� °� y Z W z Ci f W Va 2 Z or 9 g g cps Q § o Q a s �s So iz p ¢ Q QJS Q p�Q 4 4 Q aJi N i o $ a O O cD tD tD p t71 i+ M w� c�9 O M1 N ttMop7 W tmm0 Immp tKoi amD tboD a1[17) tao0 tN rN'] tNry tNq N N• Dq 'N•u-t `•• toH A AO0Loll 0 Oq L6 tW� t u- ui O�? i 2t�pp'7 4 mN �..5 �Mp U t� U t7 0 t? 0 to -ff.: 0 pi=--.;c NM7 CY I N N N21 � Z t tiz do s 1331ts £ '�iwiro en s mo L9tib # 7:-1 valao-u ON `JNIM1RIa SLC900o-t33 t9sb•ss9-M-l4d WoWSBOB�+Pl MM* wao•Ioo*w�L7:I!ow-o -K0--2 i WVs -Ug( oo : Mj • ocst-tcsCWO G09L9LXl.'Ma•L-PSpodIN 8 99L£S'•a'S30MJvC•I4' IAIM'NS'IS "ROC •AM1N Siva ,uado AU BUI In1 is XKVd/Yoo 'JNIN33MON3 V 'JNLLS3.L tt COO�iO 3 .�,. a � pro -*N1 o :0 31-111 :xe J.OVdW1 3lISS1N1 TMS 28 30HVI N,xvaa (aRz o L%A) WOOQ ODKVR M 3;MM ON MGZK P IN3MW SMIMIK SZns aNlo03nu rLoza (auoZ aut)ois.snH Aj!o0jan 461H) 3000 0N14-1ine ` Cmiol3 0 W Z Z C) U V I W I O C � 25 C�0 OppC' CC � d' ii W � T%S iJS Z?S lei W y y co W f/� cn N O CD N N C p Ocn > � 7 O ai CIS. Cf 2 O z v � � La L" W pppp w QQyy pppp W Of La ��pp y W1 pWppp �WWp pWp W� m qWn . O O O O O O O z z a z z a z z z x z z z z a a 6 Ell a Q C y 4 Q 4 Q Q L�i,1 � t0 1- M t0 1- tp t-- co W pz t0 1- y 1- J �q Fr- �A N �^ y � 1-� M F- to 1-I-I fft�??I 1-^ 1--• N�pp7 l- M � (ayj� 1y .'� O P 1ttp7p co/W-- 1 i Z (� M7 Ih 0 �y��yy F- M�pp 4 t7 0 O O toCl tM�pp P b co a O C0 W to to fD t0 tq � • • �• ,r cn x �•.'. O tp O O �p O > ; X • C om X X x co X X O Z X X r z X O X c X o X X •pop X 'a' OD Oi 00 01 N � 2xx. S� pp4,, N � � Cf O 0. f� � a3 r. r, y fit• \ • f�A r •� • � '+Y (t����,t{ y a WW 4 X ••h N Nl .M.-. N X X X O X X• X ....i Q� X X X r X• y • O. X X X X X X TIS 13 >D c '� o N O a aTQ ` - �i s a, �e N N ;� > � N r >rs �� O M1 Z 4Z W jiJy}.1� w } t+W{ J 7 K N Of OyN LJ Q O FO- v Gy'1 X ~ = to oG azc 2 w e�i7 U iYJs y a N I W co �r cn S S 9 tL i LL "' 12- O U yy,t� ra a O a o s v y o ys �m5 to l�1 a pad a z z z gg �I . Q N 1 N N gyp �• g'� O � 25 25 $ G a qNt 4 25 25 4 a to y� 4 yS 4 z 4 � co to F to Q y'¢ C] 0 p 0 ¢ p C7 1-•• p m a Op ~ Oa 1 N m CO O W Z n M O Z t[� f7D 00] O� tp� p� Sp p Op 1+0� 'V• v7 1 I Uj I INA t I 4f N I t tp I t4 I f IL) I t7 yl t(7, y .« V In lQ �l7 Lj N N rn d N H C,7 C'J C9 va 4 m b lL t9 Lam. C'J [L. y V7 !L Lc. it O G G z figMlli :, totem '3'd AMMO 3ada—iNVM t— V w o 3 tit AO 9 JMHS c nhaAo W-M mo awk # 'a!7 VOW Esc wouen:ra °" a' 'RY° M°'�"70 •"'� 6 U9000-83 ON 9NIMVt12 L9S4G9800@W_Woa380FW0 I mw ur9a'lanOooa;l3 :lour -a [sac-cretsos) : xo� 04'4I�-ua(sos) : w+ovd 0939L XL'HO"O.L - PH 310dW M Jim Iu ti s�narr vu+u�ain soc vis •as w9R 0•M'N ssc9 ANVdM00 JNIi133NION3 V 'JNIISU I III 3tda ed0janu35u!pjmg a1peoP10 "Ml 3 £ tAo/40 va NMVaO 10bdWl 31iSSIA T"S V 3ONVI (QSZVll0 M R00wJmvwla aLS 0141 1001LIIL £love wham mDamw SLE-asw Somas (auoZ augopinH 40019n qb H) 3000; ON10-11t e vcmio-u F o o c� J C.� Z_ 0LL-00 X ct- cl WTT ..i.- CU Ld .*- QLLJ � I Q 31' •3'd kMoo 3a a-i•mm Q Y .P�.L� ��suM i �t3d4i , I� I� I -- I = w � w W w W cW7 W Cl) N w w W 0:: W O W W Z � UWmmm �o�000cn U ma3Oppmmm O¢4000 [-Xrom z�?OCO �� i T M T T T w^ T T r• T T T T \` T r l I r U_ UU_ zzU_,Um 0 0- ti Wto F-- 0 0. Q ttI O W Q w Q W m Z o O co �, sOV •- O O oo o n �OOOomEL >c�om0.p-U•-C�UQ4Gt-Q OONh- Lt � >r3 LA U U U U W � p iro W Il) 1�nc4moo N d- 00 m •- r� r w O Z CL CL k m (n� a�irnN���O Q X � N I=- in it O O W CD • U W a X CV � i= �+� � CC) CL LLJ WWWZZ Omw p wT ¢ f� V)t;..i Z U) La]��V NO�ldll. �� I W O� p d• U J ¢♦�¢ m Z 0 C2 t!1 f W »OOZ Zk-- �i_ 0 c�o�4�a W z o woQ mp1- �z�000(n(nW�Qt�i3Q ����Q Qp�XOOQdQ Y �1Y(9 ��Il•• �[�= c� o�� �xzzx�cv � >•oo W� =ono o 000- 111 []_1QW =G�(I?.UmO->LUX cJ.I�0-1-n 01- m UO tiZ do L S33HS s cllro/w Lst^at ago 49L*+ # on VOIMoru � uw na,o •a Na ON 9NUN1R1ir6 'd Jr Lmlt v a311vM 0 6L49000-83 . a 49S98-MMOM -wao•98aps8 plTmmm warlooQo*Ggq :pow --a Y LO—L F Ics t—ILKCOCi : „ozl • G£OL_iZsc9m) : •�4d 09&9LX.L'Uejio.L-Pa yod+DdE08 v9trr d staaavo vrt+loti� for ns �s war and sass 31V0 ado anu ��� Fri a �� .INVdNO0 JNIUMNION3 V JNISS3.L JXMI1 CLAD/to 1 3 pi. 9 1 P10 '�N r p 3 3 -1 i NMvaa 1OWNEI 3'IIMA -nV"S V 3J2i`�1 (azzo araA&)xooa mXvXtba Tws sly Za;K YMMW SL£-aSM SSMS 014I '0 21Li £Loz� (ouoz auooi.►anH 40010n 451H) 3000 ON10-11ne `ds~11N0-lA • • m RA h 0 00 X w 0 ^1 W J W I U V) W cy— Q 31 W LC N W LL f!7 C!) t Z C m m m:;z m m F--e— CYI M .— . - r- •— , - ,-- L a U V U U U -� m o LN V Z Q°» a. a I � � LLI to Zs o�WL�~ tOs LAi LLJ o,- o00 'd- Q N 1 1 I cfl 1 I LL. =00000awo S� M N U U CU GU I U LLI aN� co oI`t�cflcboo ° CV 0)o �# CO �r w ,-- o10o I` LLJ Ln ¢o z CL X AO m O Q `d' O O } LLt n V s It WWtit_ZLLI �Z� a ¢¢Z ac a.a- Na�> tnZ i W»doZI--ate,,, a. Zt— �a~.� nUJin �z �d��� d��aa;c< ¢z No �' V7WZ�L C ��sMLLI o � SC�� Z YYC9W�� (� -ow O >Y U = cf) :3 � � fU U 000xoo o�QW QQWQ-J= W- Xt)cn o��=> Um0-a.c 4mcU aQ � S AiNnoo dada- jnvm ti clI rd k : 0 iZ SO 9 MHS c n/+o/w SL-aL OW L csti-b 'aR VOROU m Maumos7s m -M 7eva foour�uao •h An 3'd �I 190 — a3)ZVM 3t 6tL000-83 aN'SNIMMAG 4996'698'U08OWgd-U=300p=p1ammm waoyoa®o2o3L4:1!aw_a 'b£0--£ L uct-:ea(so£) _ a£41-149(00 : O-W 09e94XLV=_L-pHWd4y= 9p11Yv ShQ4W9M1Ia/NIN'SO£'w$•4snAseWN .kNVdROD ONIN33NION3 V ONIIS31 1f 31VQ ato aAu 6uTa qpio £iOM - :D 3 1 '11 'As NMVl19 1 O'V'I dIN1 TUSSIW MVKS V 308V �ro (Qazv'I'J,i W 2I000 HDXVR.L R H'0M �� m3L�a stozm MUUXK y1T NHVa iV SL£-QSI�i SMAW (auoZ auD3u.1nH 4301an I461H) 3QOO ON1C) ine vcni0-ij Q Z M g 801831X3 C9 Q co W �z Tm �(n Ho1U3LX3 AMOO 30Va —tj1V4VIW ZI (ris z moos.. e s A t E , 44 x M c M eq W Wag a = a daz o low 2< MLd U Q 06 >E r S`g 0 S•w m1 trZ d0 6 m3Ns s 70*0 cst-zi mo xv rwcwuoo .w wN ON SNIAAVda 09L91.XL,r=,L-va v«vroEN 31vc edoj9AU36gptim8 egseoplp 0 £ OW" nddru 31ISS[W TIMS V 30WI a6 N+Kvaa ((TagT y",I�� Jaw ROOQ��c��[i�T.�2L`ulm wMS •�~ yRL7li�J1�7a'R �A♦ 7l+ir Qi7'w -SHMS at" # 7n V0180-u *,JP IMLL 'V URLwm 6U-9000-63 WOW10DOWDIS :I!ouj-o t£oc-ue Wo : XIM ' 0£sL-ue(W4 = OU01W 9911E lu *MGM VW" •SD£ •07S is In9£ INN "Jhoo 9NMMNION3 V JNUS31 1I ON) 1001 0. Tlow (auoz aunouanH 40019n LAH) 3000 ONicrii e vmi0-w 'X'dW "96 �xvw 0 *o7a xvw —10 x O CD \ 'XVN .96 a •xvw 'o7a 'xvw 0 • I i I \ _ C.)7 / \ �xvw 0 I.dQ/3 6�fr00MR/�aWS Yd AiNnOO `3 Jia�'G IIM ON t2l .� M ,� $ •• rs = mQ J w Q J Z m LLJ Z OQ.. w J m ZD d I H U F-1 V� M A 0 w co z 0 H w i 6i Ld F-- 0 F- 0 0 LL- 0 0 U In O (n Z CD LZ 00 CL tTj Q F- Ld z LJ o 0 w Ld (D � Si g� aQ CDC) MV) = w uj OO �O V) O 9 0 0 �i Z m O m Mo v Co Q r DLO 7 1/2' �pf 0 7 ro / = V Q G] HQ m a C 10• LO —� In O o i• u D i r--- Cn gm z . rn � v m mm a)0' c m Q � N r Q r 0 $ my m 09 r— Fm rn DLO DLO D v A O eD O O+ A V! 0 2m m 0 rn C pp m= rn A W rn En ch N N N W m V J r F,12 m w o+ Elm Q c 10" bL0 DLO .wi o� Zm x N • m G7 �� oo me m y ib CA m �a ao C M .+, FLORIDA BUILDING CODE {High Velocity Hurricane Zone) Qom: '•\C,Os" 02013 nLTeco. INC SERIES MSD-375 ALUMINUM 1VIEDYiIM A.G. ■ r� }. � --T A; _�_ t STILEMACE DOOR. GLAZED) a�wN er: LARGE &LLMISSILE IMPACT 7r � •` ? 04/04/13 I� � s 4r � ' o� ;' = I L EC O a N c . 10Oldcas#le BuildingEnvelope' DAM TILLIT TESTING & ENGINEERING COMPANY 6w N.W. 36tt�. St, 5k. 3a3, VIRMNA GAROMs, FU 33186 803AItport Rd-TWTQU.TX75160 •C ` mono : (sos)87+-+s3G . Fm.: (=)87=-101 www.0ideastleBEcom • Pilone800 869 4567 13-034 �� �� • �+�QL®�e�•• •�?, e^mo1: tikecocoot-cam DRAWING No f // • • 6i p 11g �� EB-00067 t9 rev. w orarmma+ o�1e eo a. o�avnn� / ; WALTER A. TILLSf Jr. P.E g}{EEI 10 OF 24 FLORIDA Lie. # 44167 + o:a +z-+A a/a/ss s MIAM DADS COUNTY P.E.�Agoh �9�A��E/DA7£ ` 4Zl0 LL S33N5 c cs/ro/w tss-at mo s 49t" # •Odl VOILIOIW 6 L49000-93 �N SNIMV2l0 Lqgl,-698 RQUOtld -WOOMOAMPIO*MMMwoapopo�314 how-° lL:l—sca(so£) : >me • asel—see(so£) 0904 XL'U�1- pi vodjM £09 9Bl££ li SM3QtiYJ vUilos so£ ross Is vss£ WN sm ANVd)VOz 9NItl33N1r'N3 �P 'JNIS53i 11Tifi 31VO ,� sdo�anu36u!p!!n8 a1�s�P10 • � N � 0 � 3 , CL/4D/40 sAe NMVaa lotldNil 3'IISSIW TIbWS '8 3J21`d1 (aazVZJ raw -Roo([ ODNrv-HLK9 TMS •�w mu(IM mNmw SL£-asm S=aS om •00aMt £Loam (auoZ euna►11nH 4001an ON) 3000 JNuline VC]WO-IJ P uj Z W CO Q w 0 z O t— U LU z Z O uj J 0 VNNi 1_I.� F— z W N O W o,_ k w C' -. zv--4SN3Q` = .c 0 T 9 J � a0 W w vw Ul N� tg,g m co w 6 w w W 6 J.Wnoo`3(oda IW`dIUK V ZO CJ O O s w �.8 U 5v O � O a^ ^ rm J�E Oyl w O Sad a<"n Lo Z in W Cl) Q � W Q W U N aaa cad J aZO JD: O G Y L! �z • O Q O 4 y tip n.:,,* Wit" MIAMI-DADE COUNTY O 0 0 X m A. TI(Z6> -.,. -o = STATE OF � :�4 •'• FLORC®�': ' 4' P.E. r� { m2erom. mm O)X 0��� '- I i il r+O�M O r$ rr"zramo p47N-1ZLR v 0 0 v O O FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02013 MTEC0, INC SERIES MSD-375 ALIAVEMM MEDnw STILE ENTRANCE DOOR (W= GLAZED) LARGE & SMALL MISSILE IMPACT V71—LR C Q 1 N c. 0 Oldcastle BuildingEnvelope'" TILLIT TESTING & ENGINEERING COMFANY 0333 N.W. 381fi. St.. e—mail: Ste. 3GS. WiCINIA CAROFNS. R 33160 803 Airport Rd - Tarrell. TX 75160 Phone : (3as)ari-133tiltec0®0ol.com 0 . I.: (M)871-1331 y,M„N,pldeasDeBE.00m- Phone 800.66.44567 EB-0006719 �v e, ate, pA� av Ro nelearrnn oAt c WALTER A. TILLiT Jr. F.E. , ecy 1z—ray a/un� FLORIDA Lic. # 44167 n D r- 0 0 0 X 0 0 X z m D W Cn �Ir C , 0 m n A.G. DRAWN BY: 04/04/13 DATE 13-034 DRAWING No SKEET 11A OF 24 If 4 • i_ I Business, \ Professi0all"Regulation Ira Florida Depaftentof BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge + Stats & Facts Publications I FBC Staff I BCIS Site Map I Links I Search I Busines V i~� Professi -al D USER: Public Regulation Product Approval Menu > Product or Application Search > Application List > Application Detall ° FL # FL16845 Application Type New Code Version 2010 Application Status Approved Comments Archived ❑ Product Manufacturer OLDCASTLE BUILDING ENVELOPE Address/Phone/Email 8655 ELM FAIR BLVD TAMPA, FL 33610 (800)869-4567 KB LAYS @OLD CASTLE BE. CO M Authorized Signature William Cook willycook@bromleycook.com Technical Representative KATHY M BLAYS Address/Phone/Email 8655 ELM FAIR BLVD TAMPA, FL 33610 (813) 663-0949 KBLAYS @OLD CASTLE BE. CO M Quality Assurance Representat ve KATHY M BLAYS Address/Phone/Email 8655 ELM FAIR BLVD TAMPA, FL 33610 (813) 663-0949 K B LAYS @ 0 LD CA ST LE B E . CO M Category Panel Walls Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 95 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed WILLIAM D. COOK P.E. the Evaluation Report Florida License PE-43904 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2014 Validated By Joshua M Royce, PE G Validation Checklist - Hardcopy Received Certificate of Independence FL16845 RO COI EVALUATION REPORT.odf Referenced Standard and Year (of Standard) Standard Year TAS-201 2002 TAS-202 2002 TAS-203 2002 Equivalence of Product Sta Certified By Sections from the Code ,., - ll Tr-1- - . ---I "- ! IA /IAA, A i Product Approval Method Method 1 Option D Date Submitted 02/27/2014 Date Validated 03/04/2014 Date Pending FBC Approval 03/06/2014 Date Approved 04/18/2014 Summary of Products FL # Mo el, Number or Name Description 16645.1 FG- 100 FG-5100 STOREFRONT FRAMING SYSTEM Limits of Use Installation Instructions Approved for use in HVHZ. Yes FL16845 RO II INSTALLATION INSTRUCTIONS.Ddf Verified By: WILLIAM D. COOK PE# 43904 Approved for use outside FIVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-80 Evaluation Reports Other: FL16845 RO AE EVALUATION REPORT.Ddf FL16845 RO AE SAFLEX CP NOA.odf FL16845 RO AE SAFLEX NOA.odf FL16845 RO AE STORMGLASS NOA.Ddf Created by Independent Third Party: Yes Back 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 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 r�nay 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: ® echeckMR Nifig securitvmrntres- 1 „ // A • / 1 •1 1• / / 1' 1 A /1 T1t 1<>/\ . — T•1 T if IN, n / A 1/ 1 A Bromley • Cook STRUCTURAL. ENGINEERING SERVICES FG-6100 Storefront Framing Product: FG-5100LM Stori Large Missile Im Manufacturer: Oldcastle ENGINEERING t Framing System Resistant. Envelope, Inc. 803 Airport Road Terrell, Texas 75160 (972) 551-6100 5440 N.W. 33rd Avenue Suite 100 Fort Lauderdale, Fl. 33309 tel: 954-772.4624 fax: 954.772.4634 Statement of Compliance: This �eport evaluates the above -listed product per the requirements of.FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1-D (Engineering Evaluation) This product complies with the rec uirements of the Florida Building Code both inside and outside of the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Installation Drawings FG-5100 IM, Signed and Sealed by William D. Cook, P.E. on 02/10/2014. 2) Testing to TAS 201, TAS 202, and TAS 203 in Test Report #CTLA-1177W, from Certified Testing Laboratories, Architecturai Division. 7252 Narcoossee Rd. Orlando, FL Signed and Sealed by Ramesh Patel, FL. P.E., 01/06/2004. 3) Supplemental Calculations to support FG-510OLM, signed and sealed by William D. Cook, P.E. on 02/10/2014. Limitations of Use for this product: • See Installation Drawings FG-516OLM for approved anchor methods and spacing • Product is impact rated and doe not require the use of shutters in windborne debris regions. • May be used in the High Velocity Hurricane Zone. • See Installation Drawings FG-510OLM for size and design pressure limitations Certification of Independence: Bromley -Cook Engineering and William D. Cook, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the pr duct named 150K4&'Vdl44pon report. ���� LtA....0 c •• i,/L Wil am Cobk PE, SECB P.E. # 4*3904 E. .�.. MIAM!•DADE DEPARTMENT OF REGULATORY BOARD AND CODE ADAIINISTRX NOTICE OF ACCEPT ECONOMIC RESOURCES (RER) DIVISION MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 2599 www.miamidade.gov/economy Eastman Chemical Company A) 730 Worcester Street Springfield, MA 01151 SCOPE: This NOA is being issued unde the applicable rules and regulations governing the use of construction materials. The docuunentation su�mitted 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 (AHD). 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, he manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, ors ispend 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 inaterhil 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: Saflex CP — S�aflex and Saflex RP Composite Glass Interlayers with PET Core APPROVAL DOCUMENT: Drawing No. 1815, titled "Saflex CP Interlayers for Laminated Glass," Sheets 1 and 2 of 2, dated 04/06/2012, prTared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by Wanen W. Schaefer, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number 4nd expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Glass laminated under this Product Approval shall be permanently marked in a corner of the glass with: a) Saflex CP, b) Authorized laminator's name, c) M.D.C.A. that stands for Miami Dade County Approved and d) Markings required by federal law for safety glazing. RENEWAL of this NOA shall b� 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 for 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 tine Building Official. This NOA revises and renews NOA 011-1102.09 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 12-1231.08 MlAM!•DADE COUNTY ' Expiration Date: December 11, 2018 Approval Date: March 28, 2013 J 1, - Page 1 Eastman Chemical Company (MA) A. DRAWINGS 1. Drawing No.181! dated 04/06/2012, sealed by Warren B. TESTS "Submitted and Laboratory 1. Omega 15542-11 2. Omega 15542-11 4. ETC 03-191-1301. 5. ETC 03-191-1301 6. ETC 03-191-1301. 7. ETC 01 -726-112' 8. ETC 03-191-137, C. CALCULATIONS 1. None. D. QUALITY ASSUI 1. Miami -Dade E. MATERIAL 1. None. F. STATEMENTS 1. Sales of assets by Edwin Will "Submitted under 2. Statement letter of i Engineering & Con P.E. 3. No financial interest on 10/24/2011, sigr titled "Saflex CP Interlayers for Laminated Glass," Sheets 1 and 2 of 2, irepared by W.W. Schaefer Engineering & Consulting, P.A., signed and 1. Schaefer, P.E. NDA # 03-0415.13" Test Date Si na ature 91 ASTM E 84 02/26/03 J.W. Dougherty, P.E. :91 ASTM E 84 02/26/03 J.W. Dougherty, P.E. .0 ASTM D 1929 02/10/03 J. L. Doldan, P.E. .0 ASTM D 635 02/10/03 J. L. Doldan, P.E. .0 ASTM D 2843 02/10/03 J. L. Doldan, P.E. .0 ASTM C 158 10/15/01 J. L. Doldan, P.E. .0 ASTM D 2843 07/25/03 J. L. Doldan, P.E. of Regulatory and Economic Resources (RER) TIONS issued by Eastman Chemical Company, dated 12/06/2012, signed # 11-1102.09" conformance to 2007 and 2010 FBC, issued by W. W. Schaefer ig, P.A., dated 10/26/2011, signed and sealed by Warren W. Schaefer, I Ietter issued by W. W. Schaefer Engineering & Consulting, P.A., ed and sealed by Warren W. Schaefer, P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-1231.08 Expiration Date: December 11, 2018 Approval Date: March 28, 2013 A BCB A l 1111 or NO 0 SECTION PRODUCT REVISI.:D �f doe Cove Aooartar oo Nio E"-tr f.Og Saflex® CPS'`"' Dfly de Product Description„u Manufactured By: Eastman Chemical Company Description: Saflex® CP is a combination of clear or colored plasticized polyvinyl butryal interlayers with a clear polyethylene teraphthIalate (PET) core for lamination between two or more lites of glass I A typical glazing is made of the following components (minimum thicknesses indicated - multiple layers of interlayer to be used as necessary): — L. — u, rq. mm lu.uau-inji 5anexclq or 5attexw H Interlayers (Clear or Colored) -- 0.0 mm (0.002-in) Polyethylene teraphthalate Product Properties Description Test PVi3 & PET Composites(2) (1) Flame Spread Index ASTM E84 55 (1) Smoke Develop Index ASTM E84 350"17 (1) Self Ignition Temp ASTM D1929 660OF (1) Avg. Time of Burning ASTM D635 1.52 min. C2 (1) Avg. Extent of Burning ASTM D635 2.96 inches (1) Smoke Density I ASTM 2843 54.9% 0 &3) Avg Mod of Rupture ASTM C168 Weathering (3) (1) Specimen: Laminated glswith Saflex®CP type interlayer (2) Saflex® CP type intedayi r by itself (unprotected) does NOT comply with Florida Building Code. (3) Weathering per section 23312 of the Florida Building Code (Before MR = 3901.571 psi; (After MR = 3597.164 psi Delta 7.8%) Saflex® CP type Interlayers are currently provided as: Saflex Secure, Saflex Solar, Saflex Storm, Saflex VS02, Saflex VSR8 and Vanceva Pure White. Saflex CP type Interlayers have also been known as Vanceva VS02, Vanceva Storm and Vanceva Composites. These name are obsolete and should no longer be used in reference to this broduct. ®.Saflex is a trademark of Eastman Chemical This is a component approval and does not include an evaluation of structural performance of this component. Systems Incorporating this component shall apply for an NOA to the Miami-D de Product Control and shall submit test reports and other required documents showing that the systems using this component will resist t;ie toads according to chapter 16 of the F.B.C. A list of authorized laminators shall be filed with Miami- Dade County by Eastman Chemical Company 81 CHANGED FOR LABEL CLARIFICATION 04/06/12 Al CHANGED PRODUCT NAME TO SAFLEX 09/12/08 REV.# DESCRIPTION DATE C 11202 WARREN .. �THA9EFER, P.E. f' STR TURA1 ENGINEER P,t~l10�4�135 NAM/. SCH R ENGINEERING d CONSUL71HG P.A. TURALCONSULTING ENGINEERS 7480150/ COURTH NORTH PALM BEACH GARDENS, FL 334f 8 PHONE:551-7443U24 Eastman Chemical Company 730 Worcester Street, Springfield, MA 01151 Phone: 413-730-3413; FAX 508-861-0127 Title: Saflex® CP Interlayers for Laminated Glass Drawing No. Drawn by: Drawing Date Sheet No. 1815 04/06/12 1 OF 2 SAFLEX® CP drawing page 2 of 2 Material Designation Smoke Density Rating per ASTM D 2843 Dade Notification # Saflex® Colorants Saflex® -- Clear 61.1 ETC03024 Saflex® - White 62.6 ETC03023 Saflex® - Black 68.1 ETC03013 Saflex® - Blue 50.6 ETC03025 Saflex® -- Yellow 59.6 ETC03016 Saflex®- Red 60.8 ETC03015 Saflex® - Metallic 60.0 ETC03014 Note(s): Saflex® StormNSO2 was also known as Vanceva® StormNS02 prior to the brand name change 09/12/08. Vanceva StormNS02 was referenc d on the Vanceva Composites NOA 08-0620.08 expiring 12/11/13. ®Saflex and Vanceva are registered trademarks of Solutia Inc. This is a component approval and, does hot include an evaluation of structural performance of this component. Systems incorporating this component s all apply for an NOA with Miami -Dade County Product Control and submit test reports and other documents showi g that the systems using this component will resist the loads according to Chapter 16 of the Florida Building Code PRODUCT ill MAJ ee a mplyins w the Florida 131dMing Code ' AmeplSaw No . Eastman Chemical Company i 2��2 730 Worcester Street, Springfield, MA 01151 Phone: 413-730-3413; FAX 508-861-0127 WARREN SCMAEFER, P.E. STRU URALENGlNEER 7-rifle: Saflex®CP Interlayers for Laminated Glass E No.44135 ww.scNneF�CNNNERPaONSULTiGEMIiES Drawing No. Drawn by: Drawing Date Sheet No. 1815 04/06/12 2 OF 2 74M 160 COURM NORTH PAUA BEACH GARDENS, FL 33418 PHONE. 581-7444424 Boom MIAMI•DADE DEPARTMENT OF REGULATORY 4ND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eastman Chemical Company (A 730 Worcester Street Springfield, MA 01151 SCOPE: This NOA is being issuec construction materials. The docun County RER-Product Control Sec the Authority Having Jurisdiction This NOA shall not be valid of Control Section (In Miami Dade the right to have this product or i fails to perform in the accepted in; may immediately revoke, modify RER reserves the right to revot Control Section that this product ( This product is approved as descri Code, including the High Velocity DESCRIPTION: Saflex Clear a APPROVAL DOCUMENT: Dr sheets 1 through 3 of 3, dated 04/( signed and sealed by Warren W. Ll stamp with the Notice of Acceptai Control Section. MISSILE IMPACT RATING: LABELING: Glass laminated ur glass with: a) Saflex, b) Authoriz( Approved and d) Markings requir RENEWAL of this NOA shall b, no change in the applicable buildi TERMINATION of this NOA v in the materials, use, and/or mane of any product, for sales, advertisi to comply with any section of this ADVERTISEMENT: The NO. followed by the expiration date i displayed, then it shall be done in INSPECTION: A copy of this et distributors and shall be available This NOA revises NOA # 11-1IC approval document mentioned abi The submitted documentation wa! =MIAMI&DADE COUNTY 11-IIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.¢ov/economy under the applicable rules and regulations governing the use of -ntation submitted has been reviewed and accepted by Miami -Dade ion to be used in Miami Dade County and other areas where allowed by ,r the expiration date stated below. The Miami -Dade County Product ounty) and/or the AHJ (in areas other than Miami Dade County) reserve iaterial tested for quality assurance purposes. If this product or material nner, the manufacturer will. incur the expense of such testing and the AHJ or suspend the use of such product or material within their jurisdiction. this acceptance, if it is determined by Miami -Dade County Product material fails to meet the requirements of the applicable building code. )ed herein, and has been designed to comply with the Florida Building Hurricane Zone. Color Glass Intetlayers ng No. 1813, titled "Saflex Based Interlayers for Laminated Glass" ;012, prepared by W. W. Schaefer Engineering & Consulting, P.A., Iefer, P.E., bearing the Miami -Dade County Product Control revision number and expiration date by the Miami -Dade County Product ler this product approval shall be permanently marked in a corner of the l laminator's name, c) M.D.C.A. that stands for Miami Dade County I by federal law for safety glazing. considered after a renewal application has been fled and there has been g code negatively affecting the performance of this product. 11 occur after the expiration date or if there has been a revision or change Icture of the product or process. Misuse of this NOA as an endorsement g or any other purposes shall automatically terminate this NOA. Failure qOA shall be cause for termination and removal of NOA. , number preceded by the words Miami -Dade County, Florida, and ay be displayed in advertising literature. If any portion of the NOA is :s entirety. ire NOA shall be provided to the user by the manufacturer or its br inspection at the job site at the request of the Building Official. .11 and consists of this page 1 and evidence page E-1, as well as reviewed by Carlos M. Utrera, P.E. NOA No.12-1231.10 Expiration Date: May 21, 2016 ApprovaI Date: March 28, 2013 � i Page 1 7 j Eastman Chemical Company (MA) A. DRAWINGS 1. Drawing No. 1813 titled "Saflex Based Interlayers for Laminated Glass" sheets 1 through 3 of 3, dated 04/0612 012, prepared by W. W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E. B. TESTS "Submitted undey NOA # 11-0325.05" Test Report No. Standard Date Signature 1. ETC- 11-726-2507 .0 ASTM D1929/D2843 03/08/11 Joseph L. Doldan, P.E. 2. ETC-11-726-25076.0 ASTM. D1929/D2843 03/08/11 Joseph L. Doldan, P.E. 3. ETC-11-726-25086.0 ASTM D1929/D2843 03/08/11 Joseph L. Doldan, P.E. 4. ETC-11-726-2507t.0 ASTM D1929/D2843 03/08/11 Joseph L. Doldan, P.E. 5. ETC-11-726-25079.0 ASTM. D 1929/D2843 03/08/11 Joseph L. Doldan, P.E. 6. ETC-11-726-24881.0 ASTM D 1929/D2843 03/08/11 Joseph L. Doldan, P.E. 7. ETC 96-191-3253.10 ASTM 026 & C158 11/05/97 Joseph L. Doldan, P.E. 8. ETC 98-191-5523.10 ASTM 026 & C158 05/11/99 Joseph L. Doldan, P.E. "Submitted tinder IVOA # 09-0223.05" 9. ETC-07-726-20120.0 ASTM D2843 07/17/08 Joseph L. Doldan, P.E. 10. ETC-07-726-2012Q,0 ASTM D1929 07/17/08 Joseph L. Doldan, P.E. 11. ETC-07-726-20124.0 ASTM D635 07/17/08 Joseph L. Doldan, P.E. 12. ETC-07-726-20120.0 ASTM C158 07/17/08 Joseph L. Doldan, P.E. C. CALCULATIONS: 1. None. D. QUALITY ASSURAN 1. Miami -Dade Dept E. MATERIAL 1. None. F. STATEMENTS 1. Sales of assets Edwin WilIian "Submitted under 2. Statement letter of Engineering & Con P.E. 3. No financial interest on 10/24/2011, sign of Regulatory and Economic Resources (RER) TIONS issued by Eastman Chemical Company, dated 12/06/2012, signed by # 11-1102.11" conformance to 2007 and 2010 FBC, issued by W. W. Schaefer .ig, P.A., dated 10/26/2011, signed and sealed by Warren W. Schaefer, letter issued by W. W. Schaefer Engineering & Consulting, P.A., ed and sealed by Warren W. Schaefer, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No.12-1231.10 Expiration Date: May 21, 2016 Approval Date: March 28, 2013 E-1 FM SECTION PRODUCT REVISED us Atdtdtoigfirla C4& with fhe 1?lotid. Ac+p wice No 2aU' Zia& O(a By MiProductG►ntrot Saflex' PVB Interlayer (clear &/or colored Saflex na 35% -- 50%) Product Description Manufactured By: Eastman Chemical Company Description: Clear or Colored monolithically extruded interlayers made of polyvinyl butyral resin and triethyleneglycol bis(2-ethyl hexano-te) plasticizer at concentrations between 35 and 50%. Interlayer is offered under the brand names of Saflex® and Vancev for lamination between a minimum of two glasses. A typical g azing is made of the following components (minimum thicknes 3es indicated - multiple plies of interlayers to be used as necessa ): A - 2.3 mm (3/32-in) Annealed Glass B — 0.761 mm (0.030-in) SaflexQ and/or Vanceva@) Interlavers (1) Self -ignition temperature (1) Smoke Density (1) Rate of Burning (1) Time of Burning (1) Extent of Burning (1) Avg Mod of Rupture Product Properties Saflex ® 0 30% (2 A D 1929 760 OF JI D 2843 5% A D635 < 25 mm mark (not reported) A D635 < 5 sec A D635 0.31 in A C158 (1) Weathering (3) Before After 2656 psi 2657 psi (1) Specimen: Laminated glass with Saflex-' and/or Vanceva® Interlayer (2) Interlayer by itself (unprotected) does NOT comply with Florida Building Code (3) Weathering per section 2612 of the Florida Building Code Warren P DE 1120E2 efer, P.E. :ngineer 44135 trademarks of Eastman Chemical Company C Combined Multi -layer and Saflex; removed IIIG name 12/12/11 B Renewed Flammability.test data 03/21/11 A Combined RM & HIG Products info one document 04/02/03 Rev # Description Date Eastman Chemical Company 730 Worcester Street, Springfield, MA 01151 Phone:413-730-3413 FAX:508-861-0127 Title: Saflex' Based Interlayers for Laminated Glass W.W. Schaefer E�gil'ieering & Consulting, P.A. Drawing Sheet Drawing Revisions Structural Consulting Engineers Number Number Date Date 7480150", Court North 1813 1 of 3 04/06/12 Palm Beach Gardens, FI 33418 Phone: 561-744-3424 Saflex® PVB Interlayer continued Saflex® Multi -layer Product Properties Footnote Description Test Dade County Saflex Multi - Criteria layer Series (2) (1) Test for Smoke Dens�ty ASTM D 2843 Passed (<75%) 26.6% (1) Self Ignition Temperature ASTM D 1929 Passed (>650°F) 750°F (1) Rate of Burning ASTM D 635 Passed (C-1:<1.0 --- in/min) (1) Average Time of Bur j ing ASTM D 635 ---- < 5 sec. (1) Average Extent of ASTM D 635 ---- 0.51 in Burning (1) & (3) Average Modulus of ASTM C 158 Passed (<10.0%) Delta:4.9% Rupture Before: 3842 psi After: 4042 psi (1) Specimen: Laminated glass with Safle,�PMulti-layer interlayer (2) Interlayer by itself (unprotected) does NOT comply with Florida Building Code (3) Weathering per section 2612 of the 1=l�rida Building Code Saflex® and Vanceva® Solar/Color and Colorant Properties Material Designation Stroke Density Rating ASTM D 2843 Dade Notification # Vanceva ® & Saflex® — Clear 5% ETCA 1-726-25079.0 Vanceva ® & Saflea — White 20% ETC-11-726-26076.0 Vanceva ® & Saflex® — Black 2% ETC-11-726-26080.0 Vanceva ® & Saflex® — Blue 5% ETC-11-726-25077.0 Vanceva ® & Saflex® — Yellow 9% ETC-11-726-25079.0 Vanceva ® & Saflex® — Red 10% ETC-11-726-24882.0 - : 2012 Mi ni DeAc Pmruct G+ntro1 Eastman Chemical Company 730 Worcester Street, Springfield, MA 01151 UVarrQtr:V11. Scha e , P.E. • Phone: 413-730-3413 FAX: 508-861-0127 tructural gi eer P.E. No r 35 Title: Saflee 1110 Based Interlayers for Laminated Glass W.W. Schaefer Engineering & Consulting, P.A. Structural Consulting Engineers Drawing Sheet Drawing Revisions 7480150th Court North Number Number Date Date Palm Beach Gardens, FI 33418 1813 2 of 3 04/06/12 Phone: 561-744-3424 1t1tOLRJCT fii?VI.9Eb ihdW� e,'�oAe� the Fbride �� Vnx Saflex@ PVB Interlayer continued Saflex® interlayers are known TechnologyTM and Van Vanceva and/or Saflex are 1 through SZ, and VA Saflex, Saflex colors, Saflex Multi -layer, SilentGlass /a® Color as: AR,CL,DA through DZ„MG,NA,RA through RZ, SA lh VZ. (e.g.: RB41, NA71). Saflex® Multi -layer interlayers Ore known as: Q series (QA through QZ) and Silent Glass Technology (e.g.: QB P1, QS 41 etc...). ® Saflex and Vanceva are regi 'tered trademarks of Eastman Chemical Company TM Silent Glass Technology is trademark of Eastman Chemical Company This is a component approval this component. Systems inc Dade Product Control and sh; that the systems using this cc F.B.C. A list of authorized Ian Chemical Company id does not include an evaluation of structural performance of )orating this component shall apply for an NOA to the Miami - submit test reports and other required documents showing )onentwill resist the loads according to chapter 16 of the iators shall be filed with Miami- Dade County by Eastman PI20D1}C'i' REY[SED as "� �widt the FbrW� Aemp xm Na � rZ3 ./ Expwc 05 By_ htiaadc Yritt Cemtrol DEC 112012 Eastman Chemical Company 730 Worcester Street, Springfield, MA 01151 Phone: 413-730-3413 FAX: 508-861-0127 Warren W. Scha er, P.E. Structural ineer P.E. N 4135 Title: SOW HIG Based lnterlayers for Laminated Glass W.W. Schaefer Et e ring & Consulting, P.A Structural ulting Engineers Drawing Sheet Drawing Revisions 7480150th Court North Number Number Date Date Palm Beach Gardens, Fi 33418 1813 3 of 3 04/06/12 Phone: 661-744-3424 DEPARTIMENT OF REGULATORY ' ND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRAT ON DIVISION NOTICE OF ACCEPTA CE (NOA) NIIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 2590 F (786) 315-2599 www.ni1amidade.g2y/econoniy Oldcastle BuildingEnvelope®, Inc. (NJ) 1507 Lancer Drive Moorestown, NJ 08057 SCOPE: This NOA is being issue( under the applicable rules and regulations governing the use of construction materials. The docutr entation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Sec ion 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) ind/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, he manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or s ispend 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 materi 1 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. DESCRI[PTION: StormGlasgm Glass Interlayer APPROVAL DOCUMENT: Dray wing No.1216, titled "Stormglass Laminated Glass", sheet 1 and 2 of 2, dated 04/02/2003, with revision C . dated 10/03/2012, prepared by W.W. Schaefer Engineering & Consulting, P.A., Inc. signed ands, Baled by Warren W. Schaefer, P.E., bearing the Miami -Dade County Product Control renewal stamp wi h the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Sec ion. MISSILE IMPACT RATING: None LABELING: Glass laminated un der this Product Approval shall be permanently marked in a corner of the glass with: a) StorinGlass, b) Authorized laminator's name, c) Laminator's identification mark and d). M.D.C.A, that stands for Miami Dade County Approved. RENEWAL of this NOA shall b� considered after a renewal application has been filed and there has been no change in the applicable buildi g code negatively affecting the performance of this product. TERMINATION of this NOA w lI 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 for 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 disp ayed 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 # 12•-100 .02 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 13-0814.01 MIAMbDAD1i COUNTYIM Expiratimi Date: December 11, 2018 MW f Approval Date: October 24, 2013 f°o�Page I A. DRAWINGS "Sttbmitte� under NOA # 121009.02" 1. Drawing No.1216, titled "StormGlass Laminated Glass", sheet 1 and 2 of 2, dated 04/02/2003, with �•evision C1 dated 10/03/2012, prepared by W.W. Schaefer Engineering & Consulting, P.A., Inc, signed and sealed by Warren W. Schaefer, P.E. B. TESTS "Submitted un(k Laboratory 1. Omega 15542-11( 2. ETC 03-191-1305 3. ETC 03-191-130S 4. ETC 03-191-130S 5. ETC 01-726-112 i 6. ETC 03-191-1374 C. CALCULATIONS 1. None. D. QUALITY ASSURAN 1. Miami -Dade Dei E. MATERIAL 1. None. F. STATEMENTS 1. Statement letter c Engineering & G Schaefer, P.E. 2. No financial inter dated 07/29/2013 "Submitted tint 3. Private labeling r NOA # 03-0415.13" Test Date Signature 291 ASTM E 84 02/26/03 J.W. Dougherty, P.E. 0.0 ASTM D 1929 02/10/03 J. L. Doldan, P.E. 0.0 ASTM D 635 02/10/03 J. L. Doldan, P.E. 0.0 ASTM D 2843 02/10/03 J. L. Doldan, P.E. 1.0 ASTM C 158 10/15/01 J. L. Doldan, P.E. 8.0 ASTM D 2843 07/25/03 J. L. Doldan, P.E. of Regulatory and Economic Resources (RER) TIONS code conformance to 2010 FBC issued by W. W. Schaefer isulting, P.A., dated 07/29/2013, signed and sealed by Warren W. st letter issued by W. W. Schaefer Engineering & Consulting, P.A., signed and sealed by Warren W. Schaefer, P.E. NOA # 63-0514.15" creement dated 05/12/2003. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 13-0814.01 Expiration Date: December 11, 2018 Approval Date: October 24, 2013 A B A SECTION STORMGLASSTM MANUFACTURi D BY: OLDCASTLE BUILDINGENVELOPEO , INC. DESCRIPTIONF STORMGLASSTm IS A COMBINATION OF PVB INTERLAYER & CLEAR POLYETHYLENE TEREPHTHALATE (PET) CORE FOR LAMINATION BETWEEN TWO OR MORE LITES OF GLASS. A TYPICAL GLAZING IS MADE OF THE FOL-OWING COMPONENTS (MINIMUM THICKNESS INDICATED - MULTIPLE LAYERS OF INTERLAYER TO BE USED AS NECESSARY): A - 2.3 rnm (0.090") ANNEALED GLASS B -- 1.91 mrn (0.075") SAFLEX8 NTERLAYERS CLEAR )OR WHITE) PRODUCT PROPERTIES FOOT NOTE DES l RIPTION TEST SAFLEX 0 CP (VS-XX) COMPOSITE INTERLAYER 1 FLAME SPREADS INDEX ASTM E84 55 1 SMOKE DEVELOPMENT INDEX ASTM E84 350' F 1 SELF IGNITION ITEMPERATURE ASTM D1929 660' F 1 AVG. TIME OF URNING ASTM D635 1.52 MIN. C2 1 AVG. EXTENT OF BURNING ASTM D635 2.96 INCHES 1 SMOKE DENSITY ASTM D2843 54.9% i & 2 AVG. MOD OF 'RUPTURE ASTM C158 WEATHERING (1y SPECIMEN: LAMINATED GRASS WITH SAFLEX® CP (VS-XX) COMPOSITE INTERLAYER. NOTE THAT SAFLEX® CP (VS-XX) COMPOSITE BY ITSELF (UNPROTECTED) DOES NOT COMPLY WITH FLORIDA BUILDING CODE. (2) WEATHERING PER SECTIO� 2612 OF THE FLORIDA BUILDING CODE. (BEFORE MR = 3901.571 PSI; AFTER MR = 3597.164 PSI DELTA 7.8%) STORMGLASSTm IS A TRADE SAFLEX® IS A TRADEMARK 1 0 ,n 33 r; ti fl �;<li ��l�i'p Kp 'S� ��•1� 45�4�� E . SCHAEFER, P. UCTURAL ENGINEER P.E. NO. 44135 ENGINEERING & CONS (CA 6809) 480 150TH COURT NORTH BEACH GARDENS, FL 33418 PNONE: 561-744--3424 OF OLDCASTLE BUILDINGENVELOPEO INC. PRODUCT RENEWED EASTMAN CHEMICAL COMPANY es cofflwylts will the Fbrw AcII p�lsr� NN. 3 06 ,aF explral' Dace f t7 OCT 21 202 MiyD*&P.odlsctCoMM t C1 UPDATE TO BE CONSISTENT WITH SAFLEX CP NOA 10/03/12 B1 UPDATED CONSULTANT & OLDCASTLE INFO 11/01/11 Al CHANGED COMPOSITES TO SAFLEX 09/12/08 REV. # DESCRIPTION DATE OLDCASTLE BUILDINGENVELOPE® , INC. 1507 LANCER DRIVE MOORESTOWN, NJ 08057 PHONE: 856-642-0900 TITLE: P.A. STORMGLASSTM LAMINATED GLASS DRAWING NO. I DRAWN BY: DRAWING DATE: SHEET NO. 1216 K.P.S. 04/02/03 1 OF 2 MATERIAL DESIGNATION SMOKE DENSITY RATING PER ASTM D2843 DADE NOTIFICATION NO. SAFLEX G COLORANTS SAFLEX ® - CLEAR 61.1 ETC03024 SAFLEX ® - WHITE 62.6 ET003023 THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR AN NOA TO THE MIAMI-DADE PRODUCT CONTROL DIVISION AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEMS USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE F.B.C. 41 fog:• u"`� r t �y'i i,°" �," a`. ',«. w4: WARREN . SCHAEFER, P.E. S TU.1 ENGINEER E. NO. 44135 W. W. SCHAEF GINE£RING & CONSUL (CA 6809) 80 150TH COURT NORTH LM BEACH GARDENS, FL 33418 PNONE: 561-744-3424 PRonuCT IWNE FD is comoyi14g with the FkM* BuiWIW Code At+Cep1sn" No d" ' expl s�' Bv OCT 21. 202 mamba cptwhKt t OLDCASTLE BUILDINGENVELOPE' , INC. 1507 LANCER DRIVE MOORESTOWN, NJ 08057 PHONE: 856-642-0900 TITLE: STORMGLASSTM LAMINATED GLASS P.A. DRAWING NO. I DRAWN BY: DRAWING DATE: I SHEET NO. 1216 1 1 04/02/031 2 OF 2 la Miami -Dade County Building Product Control Search Results QUERY PARAMETERS File Classification: High velocity hurricane Applicant: Oldcastle Building Envi Category: Doors Subcategory: None Material: Aluminum Impact Rate: None Maximum Design Pressure(+): 0.00 Maximum Design Pressure(-): 0.00 Inc. (TX) NOA APPLICANT ATEGORY SUBCATEGORY MATERIAL DESCRIPTION IMPACT MDP+ MOP CLASS_DESC EXPIRES tit so Zl laws rt/"14Qcarat ato ado aL" 0 'on valuo-W XVG/3Z.Q,� "W#3QS •3-d UNnOD 30VO—I /V1W o . MMLAM -M AW MW Nde�® "IFa "Wa •,m *v �M 6LL.9 �'• ON JNIN1vM0 L9SP698'0064d - u+�3HPI0 Mmm woa w�71A =L-* `\ : -'1. _•_ a��1� �// test-tco(soc) : xo� ocst-teA(sos) «++«w► P1 / I��Q L)Cl ltet+01 P21ME� ` 9titf£ V SKi0W0> VUigm11 SOt'MS iS NL9C M'N SLCp ®� �� 091SII . ANVdYVO� 9NR333N19N3 �9 JNI1S31 ATTIIl � 7 V � i � V BOG �adolanu36u.Pi!ne apseaPiO0 -awe o23 ��i� lo`dcfWl 3-IISSIW TMWS V 3DUfl :��-._._ e_ , :xe NMvaa (�,tJZ�M)WoodaamM � aru •o�31�u Mao '- =f � J ; _.. t it K o '~ I�if)IQ Ai )<ATfI.NQ�1 aw SLe cm SaS » i o (auo auooi.jan �C 00 a 6N) `'0�1`a�,`��` � Z H �. I n u H 3000 9NIQ�If�B b'Qi�l0�4� y Q Q Co aCL II 'n ll � wp Za / \ I 00Lai U l = NvdS Nomnw ewvr No xvw o 54�Il co \ C 4 \ \\ � Q V vZP \VI X a r� x D LU (n .a = NVdS Nomnw ewer M000 xvw IWI ds Nomm ewvr xvw 8g II I I�� Nomnw 0 ewer ziooal xvw A W6 J �zam� I I I I \ —IT— Nomnw ewvr aooa «9 4 .AS O 2 p^ OD �•iiJ"; H mQNyyyy� m OI-il0 �O �4 KOL KK O+may $ogo �DBS D� WCD Wd V7Wfn w m U. = CJ N to 2 3z m0 WN ww fOn opw �$ p yaiO Td 80 2wN 4 N aj 0 N O .� N m 1,4 5 la7 N —3 �7d W�n �CO = y �w x w co .�.. •4-5 {v N IOi ¢ Qf�N{{ 4 ® Q <��I 1 0 it so £1 JMH5 r ilowal !s{-t{ QM 1 { L914b # Gn vagou •3'd '-AP .IMU 'V N3rW ML9000-93 ]pa 1 "Man= wl w. wa L9S6 69B�08 4d' u��801 +P1o' ON JNIMVbO bio—£I us0*100000:4B :I;ow-o 09LSLXL'Q�.L-pH 4wd VSO9 9st vt'Sx „N n's9{'gs•'�>�'aAs:, A''''''JAOO Rl33NION3 V SNLLS3. uvci �.adolanu36ujpp Ej oWeap'O `71 £t%% r O 3 LOVdwl MISSIW l"{ S V aONV I :.� NMVlIo s'RJ.nu n /wIJ.NRM11♦ .7maaz (auoZ auoou,InH A'}loolan y6iH) 2000 Mums vcmio-ij =E o M aim P c Wb 11 EI � �� CL I II ^�& =L-- — a -- =—z— aI v v O � d `"¢Q vri��`'` <� - � 04V) \NS �:B:'I f \ a��� I I zoo 4 R5A4 N E I r l Lu 0 4 I = NVdS NOmnw ERVP HOOO 'XVW a = ,� � =s _dill zv46ll Il � o��� ll zvnQ W / 3i 1 NVdS Nomnru ewer wI = z p t�l1 U 'T l = NUS NOMM OAVF 17 l = NVdS NOmnva eWV(' -3-d ,UNnOO 3 VO-INVIN so Q Wh -4 C�7 W �T I I A4 II I I� 0O c wvq -4 I 'XVYI 1F cn O A� cry � C0 za o� �z pq tiZ.10 *t mm ¢ cwo/» cap-cL ato � /sit+ 0 -in VWQIA ano uoa+rvt+o wi jm ma roasoao ON Am 3 d '�{ S •V 2t3J�NM ON SNfMV!!0 S1L900000-83 1��Q-iL � Ud-w�3ffdR P10' 'I a�7L9:lUR(gar 091•SL X1.Vltal ^ P?I ;todtp{ £OB sans Zt mom nNgtu+ 'sar 'ws -is -uroc iM'N 3LV0 ,,L edoleA f)tqpl.n a pro ,kNVdrfOO ONW33NION3 V ONUSSI LT 200/tQ As NMVaQ 1oVdWl MISSIN T"S V 39HY1 (aazyio xq&O ?IOOQ 20XVZLKa TMS ONI o=aa £tozm WRiQ3�1i WlIi�III�Tll'YV Sb£-QSI�1i SAS (auoZ auooi.J.InH f4!00lan 1161H) 3000 JNK] me `doINTI3 i 1HOGH E000 ('dill.)©NOLSN3QWI0 ONINUO �$ T I 7 ol O'l'0 Z/t z t'1 w a ro-I•o � .z/t a r• x 00 cn —1H'J13H HOOD (•dll) NOISN3WI0 ONIN3d0 NOW 11000 Cal) Noswvlla— ODAN3d0 WW iz I •3•d v J wd!� �•w,�y'�'a ti 1-9 uNnOO 43adQ—IVWIW U t� �* • 08 ..rm A r tr o 7�so w m w w•a vfD o 14 O^ Cz U \` 0 I W r l N I Nq I. a g t ^ m � � 0 W xoti ' �:I- JJMGH a000 o8dOLUQ NAL) NOISN3WI0 N ,z/t z ONIN3d0 N000 4 0 U O it 1-- z �ao�$ U r m o U 1 O � U \ 0 kj e T \ P- w 1h_ - r z � i��� 1.HOf3}f aooQ mm ('dlt) NOISN3W10 to ¢ •Z/t z ONIN3do 8000 rn� � � f +a d0 SL 133HS ` L9Lij4 f 'a!l vclu01i 3 d r linLL IV M31'NM SLLSD00-133 LC9t-t[A(SOC) : xe� OCSS-tL9(COC) •mad 991CC-W'SN30M VMO21N-�e3 kNVdViOO ONIM33N1'JN3 :8 JN11S31 111111 31VG/3Nf1Lvm&I9/:I,�3S '3'd ' �••' •••:r • kiNnoo aivair wN � A �+� �. iv t,•. "•s r rc/w/w <st�1 am t aN 0141MV80 Ly atw Mouacov •N nri DPv MoudtlJAD •w Iq[ syg m0uoyd-ulpo3geps8DplQ'nvinN+ 09W4X1*0�1'PM i odgy£og a e�0 ado�anu36uiPl!n8 i P10 ;..:.. L, ••.•% 07,r ,. �y 3ivQ :)Rai 3 1 i Y.`' -3-NSSI VII T s� 10ddva -AB V dQ NM ~ �VT39sy1fl �Q '� 1� w llwa 20GaTice��'. ''QZS �� Jsa-u �71'•l = :: ii-9''"-•-'`-' • _ �: �'�., �'�•-"• ... '�• y .:' �i .3 "•S� W a 12- O NI •0�31ZIL £IOZo I ' (GUOZ 9UDO anH A4!00laA U6iH) 3000 ONICI-108 ` ICIN0`l3 I O V N V 'XVW spav Z C, 30VdS Nx Y O uW W O W[F±$ O w N �v ¢ Ywi I . lwl W U OC t— va Z co W OI 1—' co W z O 1-- U W z O U W W ya1 � N H I 1—•LH013H How ('du) NOISN3WI0— JNM3d0 8000 3WV2ij N N �O �yN N• w ja-o I •vim � � � � � i77 •'•N b �' • o' x — S fa�hj .I .9/1IHDI314 N000 �+ WINS Z 0NIN3d0 2d000 z v o XVW ,Z/1 IND13H 3WO.0 i3 V v 1 11 iL d0 91 J33FIS t sLHo/w al -a mo L 12L44 # 'o!l Yalu i wad== ac IM um wlLs nao at uro 3 d 'fit S 2i311VM 6tL900000-93 ON 9NVAVV0 LU-100*000)AA :I:aW-a LogK91il•008euo4d - U='3a2P=PI0Mmm LxL-Lto(so¢) ' x-j ' otsL-ete(soU a u*4d 09d5.XL'Ifd�,L,pu ltodlyd£OB 99t >d soon vwbauL soc �Ls `ls tiaee 'MIN INVdNtga JNR133NI9N3 �? JNI1S31 if atvo �.ado�anu36uipi�n9 ai3�Pi0 -a N r 0:D 3, M a�a NMvaO loddwr M.ISSIW 'nVnS I? WWI %Jaw xooa 2Dx"IKa Muxs 9 t� yvnia31nt )wntawnIa scC-asp s=Hs ow '0031ILL CIOZO (auoz auDoiaanH 40019n u61H) 3000 9Nicni e vallo`Ij O O r 1.f7 CD U- Z Q O O O U'.) i_I_ W U/ � r _ co CD z co W 0 J W Z 0 H W m 0 z 0 C G .�7 Li. c in co a 'i b �CCCpppCp L O� ce 0 n z O z , w N� C) T m o: O LN� W W 17 w 10 O a w 2 zw �w to a` �Q U w U_ w z•`O XH• W \v '3'd 19 .:'`'- ''•••.,17711 •d .. I I�� I T �V La w w w x W uNnoo Fada-i�wdiw 'a "f � � d J ft N w� sa L T H Q O� 0 0 0 o j 'S o • 3o 0o r 0 zW m 00 01 .7 J33HS 33S) (tz 133HS 33S)-�+ '03 'NM '0'3 wri 133HS -03 'NWi J33HS 3 '0'3 'M low J33HS 3 '03 'NIA —7 Y .7 q p z 2 2 W n ..c \ CO W P m M o® o � t Z m U � O t0 W T m M � O d � Z �=E a a Z �QQ V) P pp Q (ZZ J33HS 33S) '03 'NIPI I IS d0 V9 L133HS c cshofw tss-zs vw � L9 Lt* # 'O:l YGM- i '3d ,P IML 0-83 'MM ysro wouaocse ws sons xasaoao •N wr �9sti sssoos�o4d-wao3Hels�AlO' a ON SNIAMCI bio`"� tLoalon®oaa;�q :pow-0 spas-ue(SK) ° xnj • "M-►a(Sasa s QUMW 'srtmm 'bss `ss VK na s 09LSLXJ.'IWL .L-Ptl godgVS08 991cs 'W vlN—'Sac ,Gdofanu36ip1!nq anseop 0 9NIU33NI9N3 V 'JNLLS31 11 UVQ £/0/10 ,kNVdmoo -2NI Q3, , 3WAI '311SSIIN 1WNS V 35U91 xa NMVZi9 (Q:�Z�"IJ 13M) 'l1E000 �1�ZN� �ZS yy WLIIQ�SAt Wf11�1'1'FI SG£-QSL1i S��S UM '03ala £LOZA (auoZ aupo!.IanH fq!oolan ON) 3000 ONICI—Ine daWMA ppw N 5 $� U (L' y IRE N N � � � Ww usm•+ � v M N y N y N . z i�fi ffWl i M 4i (n N O to C �— SW} v n N ci Lit G1 N 7 oD t5 WLo 510 sJ F— CD (b Z CD w 0 E-- W CD vJ O d 0 LL. ULI J 0 C) W Z Z O U ix LU Q LL 2 of W 0 m Fn V Z M zgsa 0 w WIHS .*/ G niffS .V l w z o r- N � �'- LL. J FwLLJ F Z w LL1 2E tj y on AM C4 WS N J N N C3 W z i0 BYO U _X 37VdS Jim m .-V/ L 3DV'dS Kw . 'r� ♦P ♦ Rol. f.M r , W • j : v. a W ,•. 1- 33Vd3 ix= V O WFS WUv 0 a Or v AlNn03 Saba dIW •,4 N . b o i fzA-Z of W =31p00 W W V W N W o QQ9,O N W > �h O ® O LU co wi 5 W c w f%i o 29 W� �F-O o W 7 O� W W U W N w U) O 0 N VZ 30 LI 133HS t s:i+w,o cc�-ze mo , - t9i+r # pit va:ao 3Zda/3i� WK'!! 13� "3'd A1Nf10o 3Udfl- WdIW 7ca >tu�o w wmr sw rataocao •+6U.9000-63 '��/ CH DNVAvau bi0—£l `° id-¢u 388AseDPiO1t/80B OOr¢£t�l�r� �Vua�anl 9o¢�;9q='��AOC •f� j 0 JINVd)400 8N1MNIDN3 V JNI1S31 a.MII '7 y� ' ,., 'y i i 24 �' + RM) ,�adolanu36wpp Ej apSeaP10 •,N� '• t�ddlNl 311SSIN1 T FMS 28 308YI �V • - -� y HMYtJO taar� .r.�ne) �tooa[ �>Kt�r.Ltas�� Vb P=Cr K �QW SL£-CM S�5 9HI o au £coz® I 0 0 •• , all «Y' (auoZ auoo�,r.InH �C}Eoola/1 LAH) 3000 ONKTlin8 VCM10-1A o z CL Q!i �$ !f ° 4 11 i M{{ \ {{ za o�rnN {{ 04 w4 ll I to co Il \ 1 \ \ l EIco, W — .9L/ 0 Ty I = NVdS NOmnw swVr 8000 xVYV 7 ¢— � U Q Lo r'.CLa =—. \ Il II ji— .<QoII \\\ Lo { I = NVdS NOmnn swvr Nooa xVW N�Q) 1{ II a { Ir .EMIAA M.-M 7— (P 8000 xm V zs LU m w w z; U N U wa a I = NVdS Nomnw swvr soo0 xdw w z V E..r TYi p q ,,, ao rn W ,9l/ 1 1 O r i = NVdS Nomnw UK i9000 'XVw a? 0 � f p N YJ ZE mow ro J � r ZEmow W rY �N U l3� z �aI \ c� C5 C5 3 z oo Vo S' C3 Ca cc M Ex ca tea corn¢o „9i/iL � � y W ta1 S� �tidn�N mw „'"eU �{yr dWN SWN l= NVdS Nomnw erR+r woo 'xvw E c mo N N LAJ DC rSj cQ 0 Q a n 1 /8•. 21 /s- 1- 2 1/2" 1 t t I I J '1 0 CD � Z I I I W I D I I D 0 M C7 g m ,. O Z ` ` z m ` O ` z ` o m =_ ` i p4M D m ;13 ` Cn 2 1/2" 2 1/2- 1 2' 1/w �? o J u Lilt t n oC3 I A L t\ . M A C . Is 3 Eo C ISO C �. m n� Q j � o MIA1. DADS COUNTY •- STATE as rP_e!..,ss' ,��(TC IMF_/DATE 2 1/2- 2 1/2- LORIDA BUILDING CODE (High Velocity Hurricane Zone) 02013 11L.1ECO. INC IL E C O .a7. IT TESTING & ENGINEERING COMPANY N.W. 390, SL. St. 303. YIRCINA CAROM FL 3316E Phw.: (300071-1530 . Fm : (303071-1631 e—mail: tilteca®aal.eom ES-0006719 WALTER A. nL Lrr Jr. P.E. FLORIDA Lie. # 44167 SERM MD-375 ALUMINUM MEDIUM STILE ENTRANCE DOOR (WET GLAZED) LARGE & SMALL MISSILE IMPACT 0 Otdcast[e BuildingEnvelopem 803 Airport Rd -TerVA TX 76160 www.Oldeasle9Ecom - Phone 8Wa69-4W rn to iTJ Z En K Z C7 M 0 x 0 z M --j 0 z m C/ A.G. DRAWN Sr. 04/04/13 DATE 13-034 DRAWING No SHEET 18 OF 24 — — -I! Im m a �7 MIAMI—DADE COUNTY P.E. RIA AAeii�. •• l'i N ON zm �m FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02013 *nmcO, me IL E C 0 mc. IT TESTING do ENGINEERING COMPANY Ran a!U49).am13M. F (30C ROM%1n- 33198 e-mail: 61tecomaol.com EB--0006719 WALiER A. 11WT Jr. P.E. FLORIDA Uc. # 44167 33 7 z z m C� O z 0 D r= W --! O IV Cn O z D r r cn i SERIES MSD-375 ALUN11NUM MEDIUM A.G. SME ENTRANCE DOOR ('WET GLAZED) DRAWN BY. LARGE & SMALL MISSILE IMPACT 04/04/13 Oldcastle BLAdingEnvelope TM DATE 8WAirport Rd-Tefti,TX75160 13-034 w ww.Oldca0eBE.com - Phone 80068%4 67 DRAWING No tr. w acsra@r+an <uuC >av M. 9� OnS + j aD 12-157 0/u/13 s SHEET 19 OF 24 I N N N .� �N rnm �m m --7 r -- T I IT CA OD } CA ,n > . 0 O O sae MIAM —DADE COUNTY 14 e. Q�'��VENS� ••�P P.E.11S I�CV ' / ip N N , N a D QD n O z z m n O z v m D fr ""` 0 1V z v m K FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 020131TLTEc0. INC SERIES MSD 375 ALUAM M MEDIUM A G. STILE ENTRANCE DOOR (WET GLAZED) nmwm BY: LARGE & SMALL MISSILE IMPACT 0 t L E c o ANC. 0"DA791a 0ldcastle BuiEdingEnvelape�' OA4/ JT TESnNG do ENGINEERING GOMPANY . 8ApoRd-Tefie.TX75180 NPnWo.rteJWh(37a—wAs(J0Q—tsRs,3t8 ,,,� w.0ldem9eSEXOM Phw, M469.4W i 3-034 a-mal: ttlteao®ooLeom DRAWING No EB-0006719 w a oNE you w artmPuae DATE WALTER A. P.E.a ota 1z-,s� pyw�Ta a yI{E7 20 OF 24 FLORIDA jrLio. � 44167 - n d0 IZ WHS ON SHIMYNO bFO-� L t99P69soo60uok1-moo3801lsl!optommn+ 096SLXL,puai-Pa wdgV809 31Ya ,,ed0jaAU3f)upjm8 apsooPlo 0 :,le NMYdo IDVdWI 31ISSIW TWIS V 30N" (aHZV'M Iqee) U00Q RDKVKLNR aqM L HCWq pZoffXMW SL£-Q91K SAS 1.q wi # •*Pl Vordorw SU9000-83 worlcoW0;4L% :cola-o pis►-�ce(sosJ : >mj as►-uo(svr1 aeccc zt •swami vnulx�w sar 'ns is v+sc M-N -ON! O a 3 �1 OM 10033LILL Mow (auoZ aumollinH ',C 001an g61H) 3400 ONia`lin8 vcii2j0*u 31dtIl.3�I11.1��a�IS�IS 7d .11NnOO 30VO -MVIW 43 !il i o tj-sU Z 0. •� � � 1s' s sc�a� eta x N _ z .. 3 CIS O W m m 3rr� a_ a ww Z W o w w- co m c ari u, �c z w oY�' azc+� 0=p^z V U G_' tt <? o CL �Q a a a J UwYg Z Q O o=w ZZ F-Z° $ }} Uu_ ¢wag Z�c�= 000: v) xdrzemco �_�O �0� w �' iss F- zd O •� w °° °` w ¢ O n !-- c� - ,,L.2 w (n C9 o g� � � chz�a 0=�c¢ �0.�� trrl o n a �ZUtiw Z=gym` U ��m� ►l a = ax �, a-mm z ��m It : m �Q Owzrz h'SO U C7 S Z -' m w r� 7 ui ui or_¢ mM0:d UaOv� d �U O m ¢�� w Oz�.�U �g,w�U co � W00 Cf) x0U = ¢ 1-Oaw cn� o�V w ZF-- mwLu z U- w-z =; w aWV3 lu my wxz_50 'AK 2 H z ,�$ WQI xao:?1¢. 1¢i(aj�1¢^ (AZ 1- I.:.-! �, gip >�ruo1-mw�Z�-°°wZ Q ¢ a a as a C mzu-Q W z o w (%r.tY Z� N w.='W.�ui S¢wr~c~n wF¢� U ¢ p Q 5M,, `�'�c0i�w i`�'F�u; Z�+-U wQ� �=I p Z aam"'x0 xop�2 - O w Q / LL. .=1w p C9 Jmw`-U E' 7C�mx�¢ wwvxw 00o=w J x C��m 0.OLUZm =��Z �O �NO�HF-fl_0]Z�UmZfn _ ow snow w0u.¢ .I J ¢ ao-nC.�¢cn �'k coz'Ozs �_ o} �Umrz M cz c~n UOm LL a,som2m �,1-urUu w c�¢LU w LLI O w -- C? ¢ n m � U a 00 Q m U W •• c w m m c'o W ZW Zr.co C) }.C� 4a W —H o N r _ O~ N xo ww� o o� oZ 3x � 0oz� ow W i--� w =r�� B ch_; vm}❑ c� �� cs�aOz CO mz Qm W UZ u g °d0 ° ¢ z�mw °duml x� s�„ zzdM�ii� w+ Q =O dr ¢maw 1"Go dmcz ►-mwt'4W Cl) U a G10 � 1]! rfl`L.0 J co o y z2 �1-W W zd �p N= cF- a�cr o_Y� 111 Ow'�¢o a � f- wo LIL.Q O E-O� z c a000b CL 0: coc9m } aZcv 4- ¢x0 n .i ~4j Grya tH� ui LU UF-n� t--and }: wok V-11 U.0.og oz 7:U WMW=o 0zo �mw zwxc w�aa Cl)m �-a W m""w--� co` w- zr- .a 1U zo �Q w w G7 ❑ w W ZW Z)A1 xza?1- �-(�-,azF- cozy¢ co c�-ate tL' Yzaz1- �2�Q � zzf- �Z W< wzLLm_ ar.zu-m_ mLu jj 0 cw� ��{` wz�-cn smm� w1-I o F-� W JV� 0Ozm Lu�0 zawF �QI W��Lu � ZQI � m 1=mwr ZQ °•c)zwz CF)5 w w J rUw wuJ1-Ww Qz� Q jIn0C30 O�Inf30 -mw�0 w x���d }W- --mmm ±LuxmU w �oC2wIt 9U �- wzo o.Owzm xga z O=azz z a-z H u w0C)LL _ I- Li io w dowl< co awUw7d UO iww0Lw =W_ wom¢ x UO� 1$ii ��6 a-z 0 mzrl- W �-Va. �--o�r �zow- -OzE) om. �- ��cLm� �N0 fl - pM,WozdQ t C L z G W U' mr 5��-_ 0 ¢ O �+`� aa].n ¢0.m C720E0 c3 _ �a� 1 egg H 15 H I �_____ _ - -== -g II 11 :zN j9e I II It O� > Il N 3Z1S 1010 Wri .96 OZ JM13H 311 W''XM z/c ss u> �oz M O ;zjMG '0'0 XVW .96 wp .Z/1 86 .9. Il I1 a o II Il ��}.. II II \\ Il , ��- Q II It z 2K I Il II 1­0 ' g I 11 'no I 11 Sl - =ram== Tr ==- - - - ��\_�� 11 11 \\�•'�'�� II I1 VJOSNY& /M 19Z-HI4 V OSZ-HH HOA NYdS NOMM MVP SOOO IM .Z/1 091 0 O 3 n 4S 30 a 19HNs ON JNIMVItO 'bV0-�6 LM-699-008auoyd-wao3GGR�Pl0*MMm 0%gLXL,Bw0.L-p2i 31od1V£08 31va ,.9d0l0nu3f5upnnq apS83plo 0 COO/" -A8 JoVdWl 3-i SS1W T1dWS V 30NVI NMtlIlD sb (Q3ZV'IJ amm) ZIOUQ aaxrdma aws Tgmo K wals ) qaw SL£ UMV SAS tsla� # •Jn VD1ao-U =11 V M3L-Ivm 61c900D-a3 w=1000000m.q :flow -a esst-up(soc) : � - o>Lst-tm(so.) � �uaw y9tT,T 'Li ^�tlV9 Ylttl'.klN 'L9T: CIS '7S WJ9C 7A'N ANWAD9 9NIV33NIJN3 V 9ML S31 JI ON[ '0031'1LL £LOZm (auoZ auooujnH 400fan g6JH) 3000 ONia-lin8 voiN0-ij w p >� 0. t- J z w r Q Q Q O co ZM —Q14i yt_ O Jam Y� IQ- CU LAJ ~W w U� a.� H Il szNo I II dw I I 11 a� I cc Lb U I n II II �a.W- to 4 '0'a '"N 3w .96 5=—= =.-:—_—�.�.-=� I Viz^ 11 3yasg asQa I 1 ll 18 I II Il ga�o �� I N 0 J LLl 111 U m m EL -, to (L U.. P N r � r wo owu�ut�¢" Ll_ i to a a�mcoulw., uQnWJ0Q Z, 0�-')mU1-F z- �moaeaI w ¢LI,_Yz c QQ U: o�°IJi1 V- 'ao eg'a�OdOOF ��coc�Uml-tn 8� ,z Cn 'a 8 co cm ai wds Nomm BWVr woa xim a� .OZI U0d NVdS NOMM OMP =0 7MW 4/I OZI 3z s 'o'a "Avm .96 zH IMB)i 3►IVW 7(VW O ,Z/1 86 PQ O aqv� WS 'Wo 7MW .96 H a s1 w .a/i as .V. WIR ),LNn00 30VCI-IINVIW A �alZg G... (.t � g yam =_ ==)j---a.-_-_-___-� II II z yI 11 a 1 �I IIo l I it 11 ova I1 �'¢ I ------- I - - - -- II li\ 3ZIS VO 7MW .96 ------------------ It 11 z Na yi ll F U' 12 I It � � 1 II 11 o.'-taQ I yi 1It •-• — — — -- 1 !I {{ WOSWUL /M ISi-ZiH osZ-aN ao� NVdS NOMM Mr NOOO %VW .Z/l 091 4Z 30 N J33HS r ri/xVw tst—z� aio , aria wtaemo w, = 70M0 MO UW= .If W �N 9NiM1Rla �io"'� t L99Y698.008eaa4d-laao38OPeOWM N+ o91SLXL iIo—.L ^ PH vodilv goo 33Va edOl9nua6ulpLnq apsooplO 0 £1/bO/a0 :Aa NMvaa 13VdRI 3-11MY4 ITHWS V 30UVI a� (aazr z�.T� O'Hooal a3mmma r.QLS NIl UNK PLUM 71V SL£ (M SEIM L91" # -n VOINO-W 7d 11' IrM V Li IVA 6 U9000-83 WQ21POOwatll} avow- 0 9911.S 'd 'SNiOM Yrd MM SM 1XIS 'IS %999 AN I.NVdMtO* ONIZ133MON3 V ONI1531 B 0031111 ONI *=-II £10Zm (auoZ aumpmH A;PORA t461H) 3000 ONIQ-line b'Q1 O-Ld Z 0 0 9 9 �1 � X W a 11CS W 2 O z cgC a z > r4a OQz� � LIA -0 LuCO ¢ ¢ ¢ aao n if < , O O Z Z H O Q V / m Q � is Z m O V 3:: � II lE s�o$ gag I it &I II I g L 1 f� �1 o� MIS '0'a WN .96 11 1[ �Nac II -V< I l I{ ZE t g�9 v, 11 O' 11 it oyxoz�?3i !I � N uj B- Lu to I {n z u� ❑LIJ..-_. LI= X- O xzo Zitt U�jQk �m0Q =w�w !A w m uj Q u, I�Mz� a0w t a (L L!1 D c a0 L W=off W.Q� C(19)5zw 1,0,00 Lt. --�� C7 w � z C?Xw2 LLI�w� 03 OL r- 111 111�� Ilt�� �1 8 .V. � g .8. F .y. u amp W o01S- A M NVdS NOMM SW a00a XM UZ1 0 0009-041103 NVdS NOMAN OW SOOG WN .+/1 On •/:.\''�., .ale,.., �V'�J: do c • � 4� o� Lq w o U O8o w a. zfrA U--0 >LCaOw � 0 d F- 0 Z¢f l °ouz H ;Qz� CO a= LLI 3ZlS -0.0 UPI .96 .Z/l 86 .Z/t 96 'XVK .. uOAL !11 kLNnoo W v a—imm (rj ra`�`. n so tz MHS z euw�w csi-at v,o Lattt # -�► dcuao-W 31VO/3• k'��yl�!"fp15%� S '3'd 1.Wfi00 3A'dQ� IWb1W ]iva MwiMgWU .11 A71 .1LM0 ual�a.7a .�%1011 3'd �P lil'111 Y 2l3LlVM ��`�• 1�9t4oa ����j `�,^^ oN 9N1M1RJ0 61L9006-fl3 A 199P699.009eitoyd-woo'38GRsWPIaffAVA woaIocpoati q :1!Qu►-o . "�fe1 'i1 bi0—�G 0%9LX1'AQual-Pauodily= Ogicci `Som" AWA-ssoc`-is`®-is°fa�MN,sttw ���:•��S�x3i�%I�•���� � .. AM/dW00 9NR33NIJN3 W ONtiS31 1JjnI.L UVO , .Gdat8nu36Ujpj!ne apse*0 11L/ 10bdM TESSIN IWnS V 308V I 'AS NMVUG ti iAi[ CMK WCI.NT>M qaw SL£••CM Satm aw •o sloa� I :�;� `CK 1 (auoz au00Ia.inH fq!0019A 14151H) 3000 ONicnin8 vowo`Ij ��'•.rf. Zug11 ••-•����.��'�� « .... nV -nna 4n rnl _ u�n iN1Q _ a t•— f-- r) m O cy- > Q 0... LLI \ U- t- U- O = O V) Lit IX C' O = 0 LLJ Z I•mi co co cp 00 o0 M10—r,-, tbm i' 0000 M to r7a --t a) r-►°'in �o XN ap � c000 i0 ►+�if)n Mir') w V CQ O cO co t� N r- •- 00 00 N � U t`d N 00 M zff)m W0) o: z z RFr Q F z d Q� j V) t7 Ca LLLJ 0 Uzz 7 o <tWL'�7 J LL. m W '-' C] <cl N J 0 M LL I 0 0 ua7n Vila Y U O W O a-. O OO 0 UJ ,J z Q LL1 z o 0 0 j Lr_r CO V) LEI v) w < 0 U z n _j OU .-0 L-k -nnd AO dOi Ln O O W � z 0— m= V ~ _1 m Lr.. � Q Z a. Q tV U .r— O H = Z n4l CL M CA Product Type: Wall Panels - Soffits Manufacturer: Petersen Model # / Series: PAC-850 0.032 Florida Product Approval #: 4483.1 R4 Miami -Dade NOA: N/A RI C. KEITH BRASHER Sole Proprietor CT L 10 1_4 @ 0@ H Civil/Structural Professional Engineer Mail. P.O. Box 1294 Alpharetta, Georgia 30009 • Direct. 805 Melbourne Trail, Alpharetta Georgia 30009 Phone: (678) 366-2046 • Fax: (678) 366-2140 • Mobile: (404) 518-4823 • Email. ckbrasher@comcast.net Product Approval Ted Berman and 925 41 st Street, Miami Beach, FL dministrator ssociates', LLC Suite 104 H 40 May 31, 2012 Ref: Letter of'Compliance to 2010 Florida Building Code for Existing Petersen) Aluminum Company Product Listings Florida Product Listings: #4483-R3, # 5562-R2, & #7547-R2. To whom it may As an independent �lorida Professional Engineer I have reviewed the above referenced existing and approved product applications, and certify that they comply with the 2010 Florida Building Code. Please note that t of the subject app Please feel free to information on this comments apply both as an Evaluator and/or as a Validator I product listings. :act me if you have any questions or need additional :r of compliance. `,rajr OO �••eeo,• ��a� G:••�GEN use Yours truly, N0.11140 • :���' C. J<1AA STATE OF C. Keith Brasher, PE �°•e,* '�°a�FL#11140 `6'cFPS ;�f NAB- �a�4 LICENSED PROFESSIONt;3418L ENGINEER REGISTRATIONS: Alabama# 6345 Arkansas# California# C31363 Colorado# 11095 Florida# 11140 Georgia# 5449 Illinois# SE3332 Kentuc , 6369 Mississippi# 3132 Missouri# 12475 NCEES# 3702 New Jersey# 37337 North Carolina# 3920 O�io# 31788 South Carolina# 3221 Texas# 46978 Virginia# 21588 Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble, Texas 77338 Phone: (281) 540-6603 Pax: (281) 540-9966 Letter of Certification To: To Whom Ilt May Concern From: Terrence E. Wolfe, P.E. Date: 2/15/2010 Re: 96-72.110 Criteria for Certification of Independence Force Engineeringl& Testing, Inc. nor Terrence E. Wolfe, P.E. have, nor do they intend to acquire or will acquire, a f nancial interest in Petersen Aluminum Corporation. Force Engineering I& Testing, Inc. nor Terrence E. Wolfe, P.E. is owned, operated or controlled by Petersen Aluminum Corporation. Terrence E. Wolfe, IP.E. as the evaluator/validator does not have, nor will acquire, a financial interest in Peterse Aluminum Corporation. Terrence E. Wolfe, P.E. as the evaluator/validator does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. C E No. 449 n ` 7 n , ,.. ;,•a' STATE OF ; a 4% '���.c:. FL o R I p sau .rre. �� Fs • �5 ,� 2/15/2010 I Force Engineenng & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Product Evaluation Report PETERSEN ALUMINUM CORPORATION "PAC- 850 0.032"ALUMINUM SOFFIT PANEL ASSEMBLY 12" Wide OVER PURLINS" Florida Product Approval # 4483.1 R2 Florida Building Code 2007 Per Rule 9B-72 Method: 1—D Category: Panel Wall Subcategory: Soffits Compliance Method: 9B-72.070(1)(d) NON HVHZ Product Manufacturer: Petersen Aluminum Corporation 102 Northpoint Parkway Acworth, GA. 30102 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID:1920 Validator• C. Keith Brasher, P.E., Fl. #11140 805 Melbourne Trail Alpharetta, GA 30009 Contents: Evaluation Report Pages 1— 4 40�� E -•C. E' C, O ��V C E t4 %44 l+10.444� �= 'a' STATE OF ; a 00 AN ORI Ile ..;"o �i�%'��.►� FL# 4483.1 I May 5, 2010 I Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Compliance Stateme it: The product as described in this report has demonstrated compliance with the Florida Building Code 2007, Section 1403.3; 2002. Product Description: I PAC 850, 0.032" Aluminum, 12" Wide, Soffit Panel restrained by #10 fastener into Steel or Wood Purlins. Structural application. Panel Material/Standards: Material: Aluminum I Yield Strength: 21.4 ksi Corrosion Resistance: Panel Material shall comply with FBC, Section 2002.2 Panel Dimension(s): Thickness: .032" Width: 12" Rib Height: .38" Roof Insulation Board: Not Applicable Support: Purlins (Design of support system is not included in this evaluations) ■ Steel Purlins, 22 ga. ■ Yield Strength: 50 ksi minimum ■ Support Spacing: 48" o.c. maximum Soffit Fastener: 1 #10-16 x 1" Phillips Pancake TEK/3 Screws for Steel Applications Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Installation: Petersen "PAC -850 Soffit" Panel System (See uploaded details) Attachment to Steel Purlins: ■ Purlin Spacing: 48" o.c. Max. 1 fasteners per support ■ Rib Interlock: "Hook and Grab" Interlock ■ Must be installed in compliance with 1405.3 Install the panel system according to the manufacturer's installation instruction. CIE NSF. NO.473� STATE OF ; a 4% �'o X% AZORXp�'��: �iF'• 1 � FL# 4483.1 I May 5, 2010 Design Uplift rForceineering & 'Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Table "A" Steel Purlins Maximum Total Uplift Design Pressure: -24.27 psf -110.93 psf Purlin Spacing: 4'-0" o.c. 1'-0" o.c. # Fasteners per Purlin: 1 1 Span Condition: 2—Span 3—Span "Design Pressure includes a 1.5:1 Safety Factor. See Load table for additional values. Quality Assurance Entity: The manufacturer has established compliance of soffit panel products in accordance with the Florida Building Code and Rule 913-72.070 (3) for manufacturing under a quality assurance program audited by an approved quality' assurance entity through: Underwriters Laboratories, Inc. (FBC Organization # QUA ID: 1743) Performance Standards: The product has been tested in accordance with: ■ ASTM E 330 (2002) — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code, Section 1504.3.2 Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code, as relates to Rule 96-72. Systems Limitations: The product described herein has demonstrated compliance with: Reference Data: 1. ASTM E 330 -02 Negative Load Test Cerny & Ivey Engineers, Inc. (FBC Organization ID# TST3850) Report No. T24337, Dated 11/24/2004 2. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 1920) Underlayment: Not Applicable O NO. 47n STATE OF ; a 100, stmr Aram. SS � . • �'�. ,� FL# 4483.1 May 5, 2010 Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Soffit Panel Fire Rating: Class B fire exposure rating in accordance with FBC Section 1505.3. Shear Diaphragm: I Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the FBC 2007 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressures listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with FBC Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. FL# 4483.1 O Q.��. C E k S F :'n No. 417� / — �i_ Z STATE OF ; OKI CAA May 5, 2010 r w W • ,z c - r W O oe � • z s O -/� e I •,�`, • 600 V� • % PAC 850 Soffit i i I 12" O.C. 4 I PAC 850 Soffit 12" O.C. .032 aluminum { i I I 12" O.C. r _1/2' PAC 850 Soffit (full vent) 12" O.C. .032 aluminum 12.O.C. r T 1/2' PAC 850 Soffit (half vent) 12" O.C. .032 aluminum The PAC 850 Soffit panel utilizes an innovative hook and grab interlock. These panels can be perforated am al to allow for air flow and under eave ventilation. °o I Features: .032 alu��inum only �Q- °° �G E N ,� p 12" o.c.IVee-groove pane! ,; ��: • �' Solid, H If -perforated, or Fully -perforated N 0 • 4 i Requirements: + Open framing or solid substrate : "Q • ST c Ci= • Cl; a I 1 _ c °• c 11J ! Lengths: minimum of 20 inches, maximum of 20 feet ' ©•• °_© �,�P�• Finish: PAC D® (Kynar 500' or Hylar 5000') oeoS,ONA�.��p�e° BID Big FEB 2 6 2010 PETERSEN ALVMINIJM CORPORATION www.pac-clad.com / email: sales®petersenmail.com HO: 1005 Tonne Road 9060 Junction Drive 10551 PAC Road 4175 Royal Drive, Suite 300 350 73rd Ave., NE Suite 1 I i Elk Grove Village, IL 60007 Annapolis Junction, MD 20701 Tyler, TX 75707 Kennesaw. GA 30144 Fridley, MN 55432 t P:800-PAC-CLAD P:800-344-1490 P:800-441-8661 P:800-272-4482 P:877-571-2025 , A F:800-722-7150 F:301-953-76?�7 F:903-581-8592 F:770-420-2633 F:866-901-2935 ( 4 �NO. 10 PANCAK A .032 aluminum PAC-8.50 Soffit Panels Petersen Aluminum PAC-850 Soffit Panels utilize an innovative hook and grab interlock. These panels are roll -formed of .032 aluminum. Panels are 12" wide with a "vee" groove every 6" center -to -center and fumished in continuous lengths of up to 20 feet. Soffit Venting The PAC-750 and PAC-850 Soffit Panels can be perforated to allow for air flow and under eave ventilation. Both PAC-750 and PAC-850 can come fully vented, half vented, or solid. HEAD 0.35 55� 67" CHOR DETAIL so"G61 Wdo .•`°"�etGE E ��g�. Q�• GEN •® No.4 2 0 S► - - OF �d46 • v- '•. S�ONALE .•• *8124 Em/l��• FEB a9 6 2010 HOOK EDGE y w w F- 0 m m Y W O W O m m O z 9 z j000)LL. Z § 0 2 5• yrA Q ^ w z x N n 0 P oZm.,gi0 ix Oa�Q� �r00 w Y a S 2 YW Sa= w a0� J H U E N W O m C9 z ff iW N V) CO F- g 0 W O m } QW' m J Q z a a w U N Q w 'NIW •Z/ 1 ••• • • ni C"5 6-•!ia o v =Lu t W;Q:ca mv off,`•• �j o �.��, Z NO Liu E5 O co m 0 z s yr CV 2 W Y M^ N ]CUin0 z_ �O z ZJJ �• Nam¢ Jam■ ^ ¢ W z to N x p O W 6 �.1 F K ¢ O zCL Z&: m � WZ W Y 4 Z J ^ U a N 747474J � V w i a= ` W N aN� a • F ¢a o ci 3 w ¢ a� 0 N Q � � o M u 01 Ok .- a m x@c N x CN w m w � o m ` O 4k a' m I � N O Wm W Y W N \ I 1 I W —' J o �� 'NIYI .Z/i 4h LL c� z_ ♦♦♦t{tttf1111/ V�J d�0 N : • Co O C W s V p� Wm m O to+ji 0U� zdo LU Lai z IO,�/ ♦♦ 0 W ♦Jff.1lYfltttt r 12" PAC 850 ,032" ALUM Negative Design Uplift Loads Notes: 1) The above loi 2) All values are 3) Design Load i 4) Test values wi Purlin Assemb 5) hats 6) Panel Fasten( Petersen Aluminuiu Corporation 4175 Royal Drive, Building 300 Kennesxv, GA 30144 tel: 800 272 4482 far: 770 420 2533 Span (in) �1a0 E330 Load (psf) 166.4Q Design load (psf) 7 i Z.00 �2.so �.53 'i is were derived from uplift tests done in accordance with ASTM, E330 iterpoloted from tests performed at spans of 1'-0" and 4'-0". )ntains a 1.50 factor of safety per DADE COUNTY PRODUCT CONTROL. e taken from the 29261-2 dated 01-21-10. (CERNY & IVEY ENGINEERS) %tft014W ft 22ga c.QJ%- ik,=78 lea # 10-16 x 1" #3SD 9 via C,E e4�•• e No.4 • ti o TM b • • 9 LA • • OF rc e.Ak f.yam • vn••.:.•• Wig No11daOS30 3JXvo A8 A321 11 100 69- 65S (ZL6) 09L9L Xl'11 JJU31 'GU 1:UOdUIV E09 0 �- �adoianu�fiuiplm8 r��ts�s o�3�xos,s oois �3 oN o o- o eltseoplo0 sIDNIIAVUCI 'fVno'daaV L)naoxa a �o `�` z .,.---... x � C.9 c7 1 px—1 co CQ 12 oo U: W m �► �. �$ ., Z. ; �,, O 5 04 "0- " ♦ � P ROF�♦�`♦ ♦ fill �4 ��.... Cl) U) W zWOO Q C/) U UJ Ocr. . wH U H+ o a U)�U H HHHU u QAA��U`�� • �� C7 C�C7C7�U��w • � zzv�UP4 �W �U 0 z C7QWC7��L7'4�U��-O oC/) w 4 �` Li L 4 o o M (� 0 LL- w w w LLJ vU) .� �� z�Lli LLI � Q '�' W W o Qm w H r-i cV M d= iii [� 00 of 'r-I T--q -� ui z ui F- H E-( H H H Ei H o z n Q W Ld o W WW W mWWWWW¢z W Q� oQWW WWWW�-1W W � z� z n h-i U) v) r/� Vi va crs CO rn va to z W C J o a z W C9 3o cap Q�W W Q Kom xo WF' wa o a CEO to} n]U WL_ UM W W cr. FS-S wM Iii VFO zN O m > Q °- o z o OwT Om �a = �Lo ow cc, cn< w ~ F in U� V)V, �z WN W C(-WO (n ZW W:w �a cFn- O z0� W� WTw (n LU WAN wQ i0 XQF-Cl J � Q Q S �zS �IFW- Y� QQO WUl 0 dr!' cn-1OW�� T�(!-)o Q W ms oz.. WQWO �WOU w z cl)m wO OOJH w¢(� ti Qz0 zo mz¢Ym LL -j z oF- �mZ zwmxm O<Ow diOW QW U W YO =W W re) 4M W =O UF- L. ZQ �W m �m }m F2- (jJ O Q Q r N M dam• tip No1L&MOS30 aJva M n32i Odb9-49S (ZL6} OML X.L MB2�S1 '0a 1�10dMIV £08 jadO�anu36uippq epamplo 0cryy — walsxs mo',Jaauois om-o3 soruMVx(IrIVnoiaaaV jon(loda ____... g 'Ela z \ o N o Z cai 0 z z R - o �N g a4 M i U) \� U) am LLJ LLI a V) 0 z 0 `�0 \ 0 Jz 0 Z0 z r o z + zo 0J. 0}' a O O w j m a - MF 4 a t- Q p W ZJ¢ coQ OZ Q N , r rZ NP tn0 o f vi Mzmw� x0 LLo'. 0 C9 ►J ��L<1(1)fF Ljzzoz r N M hw- Ld H 1W- LL U O z z z z o� ¢a Z = U W F-- Z LL- cy- O F— (n O r LO LL W EE 'W V I W QL O Lai x > o Z W w Z m z LLJ J F-- Q J O L►] J p Ld 00 JZ wwja MLLJMz CL0ELa wz¢ce (1)0re fl-I W500 ()moo l U w W \ Doc�i� \ o \ m ¢ Q � MawOo ¢ -�?--(wna0d b 133HS 18VHO 33S '070 L 133HS NO Si8VH3 33S 1HO13H 3KV'W a \o a0 M:�: t z 0�- =N n O 0 0 \ r tz z xe�M toM 0<000np r \� v� \ ci ¢ z Q EB- Lu mMCL Ld Li cn OM IVcp Mm UrJ EH(n w Im w H x0(n 0 a0 = O \\ q2 \ a¢ Q \ z U m w 00 \ w QCCL-WU-QO F-(UN co2 Cn mi-Mw �z=-La U O�(Z wn O�Lc.z0 L;j 9 Q °� as z x U .01"a O t 133HS 1WHO 33S L 133HS- NO SlWHO 33S 1HO13H 3VgV83 a 0 N 0 O .J w J m O .J O W z 0 OM Ott' J W z 2 Q O (n zZ o2 I-0. 0 O W� Z vLu o w a m LLJ Z� o z �n z z � w J (n a 0 m0 CDZ z I=w U WN ¢O �V) 0 O W �Z �W t0ip W U w �� o> Wm WN QQ Wm U O 04 mN odT j0 W Q O� UU W WW z� Z U- 0 0.0 mz U �z>O F.IW zS Q W V t0- 0Q wW0 mS =Z'- a J C9 � J to to m a 0 T 0 f!? W 0 0. U WOU Om3 0x 0p0 >J Z in ? Wj� t-�OW _j zoa ��Q ma < t�� Lmu 3 Q W U Uuo Y-Zz( --t UU�U 0pU Oa, COD wo< C. WN - mU(On �Q <r to w w w w w W (n m 0 v w hl W J a W U w aJ )-MO �m W ooz a<"� �Q z o [--� x W UUN aXW 0 m UZ m m W r 0 pzz amz zW vWi z (n Q w mmU omW �m z (— m W�a z02 0- 0 z m Wm0 per 2 Z W h az Z 3� W Q O w N cn ZaiRo z-, 0> N 0 tnm zo cn D w m o�o� m�W mW (n(L a _z O z W RE zF- 0a U 0 om> W'0 Q �- �p LxW, (nF-z 0�m. t? �W pT J N o- � 'cos ��� cn (j1- 3 O U- N a U 0 0 mW O WOO =pert- t j �� m�� �O w WJ Q0 mWC) JF Z� Z �w w �mz m�� �aC� az vi(n c0i W % j OMO Xdww wmm t,t O=� Z m !_ Umz WW ZQ OX ZO J aE i-W a=w mz, x�o MI z W w(n cn Q �vCC�xo a90 zsJ zz� FS2 c~n tz-� U F-3N ��m ¢4� 4d Qa Q r_ KOLLdIMOS30 31va AS n3N 00W-699 (zL6) 09 L9L X.L IIRUi3.L 'MJ 11:10dUIV £09 jadolanu36ulplm8 • a1P100 ww CD U az w¢ Z � U Mo (f) z Z Q w o a U- mQLw m w g rn � W LWi O ww w(Mv v WQ U� D F- z w w x O W U) I fn D 6 J33HS w w w rn -03H0S 33S w z CJ � Y'038W3 . . z to w = 'NIW D o UJ cn �6L - 3fox tz xx �U� a0. z to �co0 0LLJ w¢o \� a z W w a0 cn z¢ z 0 w� a w �Qaw w > L` a w rn� wwxz m Q. V7 (n Q V) D Lj °' D LLI Lj 6 UHS '03HOS 33S '038W3 c 'NIN cJ V� p• : n v 0 M 0 .z/ L z ' '070 .l.HJ13H 3VMH 1HO13H 8NIN3dO 0 U 4 � 0 0 xLO to x 0 x W X LLl .0-1.0 Naisxs JNoudaxozs 0019-o3 S-DN W(I rIVnoxaaV J.DnQoXa o C3, :_.on ....... �. U c=� Gam. �g��, 1ln1111 � a 0 I�1 a N a z/ L z . '0.-'.0 uz/ L z • '070 '070 z/ L z to z o 1HJ3H 3NV2IJ 5c wowo 1HO13H 8NIN3dO wjR ZLw�i ` •M U= Fes- N,� UZ(�j a a cn CL x tl �7- W z i 1HO13H 31W�H M. w Q o t0i Sri w L ®p�� F- _ W ¢ n IXUUJ O'�!ZZUa 8 2mz OfW Ww r� I Q-TW 0.<V) ¢ _ N F- UWZLU N ZOoj6 L,L<l 6 w M U tj ow W Z W cn m (A� —\ a 4 r W 1 � ao vi w o 0 m 0 o x Uz W w In N011dlUOS3a 3.Va Ae MU 0069-LS9 (ZL6) 09 L9L Xl II32INRI 'ON iNOdUIV £08 O d O .adojanu36uip��n8 WaLsxs ixoudauois 0019-0 x aN o oO C) 0 ���PI® SsJi�IIt V-dC[ TNAOuddV S)I1C[Oud c� Z x 0 0 a 1iltuY1 0 0 O .- Z W Q F F- ¢wLtj aaQ—Q U) < ' 010, ONIN3dO WOO ERv:z Uw o 10 ,6 r- wz g1mw Z¢ 0 two EC.L-O O ax W40 �mZ �QOw LxJ� -0 �Ix Row ILQ J �w 1711 (n 0 a ow.. vwi Csi) ¢ Ltd0 - Z V Z ~ W W Q•wz 0U.j O) 0tz N w u I UJV) �.Q N w U) O N U uZ/ L z 1.HO13H 3WNY 1HOI3H ONIN3dO f 0 W UZ-� x W F- &&AMMIX ME LLIO ww U � W0) C] W Q � m 2 LLJ � 0 UJ D a� o :- c Z w� V 0.0 M �O w�1 4 W ®�� cn LL _,O WO� M tEWZ J eq OCV� Z0—LW H®Q�ZQ avZzc�a �F-wQ-2W zvvI mF- Q� Z OJ MLWiLL .070 J �l 0" 0 •0 r1'0 w SSYIO Ua SSYIO „P L/6 'du ..9 L/6 0 CQ qh :� N u! Q O n PRO �o.. M ►'�ff064d90 p; Q �Q o0 00 00 Q J Q to r� tM x CJ li- 00 M �V) z C) rn cri H O N G1fn \ \ \ L� dm U') y.� a W w W w w A ¢ ¢ a a O O O < Z oa m w Ld 0 M w w Q z w ad to F-O �O a� cncn w Ow a m�0 - w zz �¢ zg zz �j� CD cn -- m ino^'z �V) N O0w0sw 0 Na0 (nn 0w0.�Zcsa 1t:)Ou m�MO cn:auj0vj :2 pm(1)U5 U) - 0(n = i— 2c Yea: �n =o �O it in �QY O O O NOUtMOS30 3XVO Ae A3a OM- 09 (ZL6) OML x1, I'13aAial 'oa INOd V SOS -t o " �adoianu36uap��ns Ilalsxs iNoxdaxois 0015o3 o� o � o 3 � at pl®0 S_DNj �VcQ �noUaav JDnQolla ----... . 0 U- � � W cn w 55 ch an cn Q. w V 6 133HS 6 133HS 3043 'NIW Q 6 6 s\ N O J 6 o s 0 w N � N D o U3�o� Q z zo�� S Fow h- w LL 204 cam 0::W� Q Qf � 0 ZZD Z z O J of Og oo U n 0 Q (f) Z q co fit 0 al n •.; li��•40.; 0)UJ RItiLLIp � 00 , � • F- av P4 z r- ;Q Ll W W z U3 O -j ZO F�- w= wQ cn r U U_ ry W O �g oZv 0 &i Q CO Lv f— z O Q�Q Q x C ��� w �oOw UZr.0LL.J �" mX'ZD [— ZOM O Z z0 ZLL' 1- w0L J a (n Q NSW M V) 0 �w<Z w g m CO LLI uo 0 � 0-3 0 0 °- Q !n ZwwZ wOwwO �m0c;5 0 � F- U) QF-M(n No1LMDSW 31VQ is A3a 0069-659 (ZL6) � 0ML Xl 11MIIA1 *Mf JWO&IN 808 \ r" 0 ��n wad0l.anu36ulp.0 0 aistoPlO C[ WnoxaaV JDnaoUa a Z 01 �� t�3('Oad a � � co � ei d� v air J , 00 Q•Z LC C r M 4 r �gCV �� Wig• r Z Pa � 0 9 w O w LLJ H X W O 1 r 04 m ry O O 0 Ld Q �� OQJ O t- ZZJ Q L Z r--� L I LJ (n W O� JO �u) W Q W = (/� U NOUdIHOS30 ava AS A323 00 69- 699 (ZL6) 09L9L Xl i*I32iZJ*3l *ON 180d1:11V E08 \ jado�anu3buipjrn8 al�Plo wzLsxs ixo"mauois oois-o3 soNJtAVdQ �noUciclV D.nQoxa x w a iaLL o o Z o z�, 7-2 o, r- t� � O 1�3road a V) Olt_ A I. I 1HV3H 3VIVNd ro o d 0 d 0 d 0 O 0 0 o 0 o 0 0 0 0 0 0 o a o 0U- � 4 r.� f. I `-�. o I 0 I 0 1 00 1 d f O w0 I d ► 0 0 f d 0 I O 0 I d o I d w0 I d I O 0 I d 0 I d w I co 0 I 0 0 I O a^ \ o d \ 0 d \ 0 d \ 0 d \ 0 d \ 0 d \ 0 o \ 0 d \ 0 d \ 0 c \ 0 d \ 0 d \ 0 d \ 0 d \ 0 d \ 0 d \ 0 d \ 0 d I I . . . + t . . + . + . + + + + + . + }}— O R w E J Q S2 ^talO to ail] w sU1 to co M n 't tbD .� J O O O O O O O O O O -+ 7 ro il. ^.� .{- I ai m tri tD ui ro �ci m �ti m �ti tD .tci w �ti to ai m ui cD \\\\\\\\\\ f l l l l l l f l l � I Ln + + + . + + + + + + O Lc,'- �_ �d w gQ � _ h oW e- U f7 0. lt! O N _I Q a n r J tL U U' Q �D �`% �1 'd to v ad• o �b w 1, N `d � °d• 'b .0 Thl � ad `b �D iN �Q ash a0 W Q v M to tD M sh to co t7 d v t0 w Z J O O 0 O O O O O O O O O O O O O O O O O d d d M d M d 0O o d O d W d 0 OD d w. O w d w O0 O O O GD O0 (f) Q� r.;, �c>~ XXX 1-� X_ \ O \ Q \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 \ 0 O 2 to o d d o o c P. o a ci o' o 0 0 0 0 0 rl 0 0 0 0 I z z . . . . + + + + . . + .+ t . . . + + + N w� a O� r ja �� J �_ U G mod' M It U w I'7 lit) (aa dam' to to n (DD Z Z 0 O� J Of �O Z_ ¢ Ld !Y tli � = Z Z Oo W J U D = �O Z Q 0 Z Z H D fn co 0 gm O�yllliii!/aa0 ,Vhho ...... -••dk,�w zu-- 1 - o��` ��p°Ot �� , �a 4"t WOLWIMOS30 131da m M 7 !Y Z oob9-m (zL6) 091.9L X L 173a2131. 'GN UJ0&JJV £08 .9d0l9nu36urpjrn8 G P10 0 �.� + I O O m Q O m O C m O O m O O m p O m O O m O O m O O m O O m O 0 m Q O co O O m O O ao q 0 co Q 0 co O O m O O m q O m q 0 m U \ \ O \ O \ O \ Q \ q \ C \ O \ O \ O \ O \ O \ O \ O \ O \ O \ O \ O \ O \ O 0 + o + c + 0 + 0 + 0 + O + O + o + 0 + 0 + 0 + 0 + + + + + + + + M ..� O o m O 0 m O 6 m O 0 OD q 0 m p 0 m O 0 m I O 0 m f O 0 m I O 0 m I q 0 m I O Q m I O 0 m I O 0 m I q 0 m I LtJ U � U \ O \ q \ 'OR \ \ O \ O \ O '0-'a-\ O O O '0-\ q O \ O \ O \ O I I [ I I O + O n + C + O + O + O + C ... 0- 0- + 0 + O + O + C + C + C + �.. + o Lo co o to co q W w o Sri m o to q q tri co 0 to co 0 u5 m 0 Sri co 0 0 0 o 4 co q 0 Q cn X W W 2 \ O \ q \ 0 1 1 \ O \ 0 \ 0 I I \ q \ Q \ 0 I I \ G \ O \ O I I �d- CL W O co + O co + O co + O w + O Q + O to + O co + O O + C co + O m + O co + O co + \ 00 O O O O O O O O O Q O O O O O O O q O O U` m 0 Go \ O m O m 0 m 0 m 0 m G OD O m O m 0' m O m O m O m C m O m O m O m O m O m 0 m \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ O + O ry + O t` + O r` + C + O N + O n + O N + O rn + O n + O N + O N + O N + O N + O rl + O r, + O n + O N + O n + O r- + 4 ..� 0 O m 0 O m 0 O m 0 O m o o m Q 0 m o 0 m 0 0 0 0 0 0 0 0 o 0 g 0 Q 0 0 0 0 0 0 0 o 0 Q 0 0 d I.. m m m m aD m m I m I m I m f m I m f m I U 2 O O O O O O q O O O Q O O O \ O O \ q O \ o O \ O C \ O O \ O O O\ Ci \ O O \ O C \ O O \ O O \ O C \ O O �Q U + + + + + + + + + + + + + + + + + + + + a �.-� + 1 q 0 m O 0 m O 0 cc Q C m O 0 m O 0 m O 0 m q O m Q O m O O m O O m O O m q 0 m q O m O tri O? O O m O O m O O go O C m q O m Qx O I a o O 0 o 0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0 o 0 0 0 0 oQ z W- n + n n 0 n 0 r o O r. c r o n 0 n 0. 0. 0-O O O C C + + + + + + + + + + + + + + + + + + + Q vi w ^ s00 �!7 W r+- x 0 04 �^ q � q � T� �O GPI to Rt O { - t� T� � [V W '�' C7 10 2N to to" b 5 _ q f� f� c� CV W to- U o v M `4' d' to co M 't v to w M �' ^tt m w M't v to w y 0 w tl ^ O a Ito 2s = O2 Z ,n w a� ii O O Z m Q (H) 1HO13H 3WVW 1 — (H) LHO13H 3114VU4 z 0 a U w W 0 O 0 ru W x co r,.l w co w a O z U z a w FC cn w x U W J � U Q� ff OI G� O U a O z za m 0 mz z `I wx L -a \ re) w t` Lo0 U M 3 3 w w m w O O V) w w U% U O O n b 2 2 W, W a. � a V ZUZ 4 N N v v I I m, Q Z 0 W m z O x In 0 H U O s w cn m O x zU 4 I m U It -'o 0 O waYSAS JNOx3S2oZS 00I5'J3 x n z o SoXMv'd(c WnoxaaV.zanQoxa a 0 WWZ Z I too in3romA a o U o 0 CQ ly q hti CO t4, otiZ. LC UJ Ca( t� Tov �y.�.co 2- ��R p FESeeee� � r� .alb << �Q N Z/H Z/H a04 Z/H Z/H 2N Z/H Z/H Oro Z/H Z/H O wz W boa co u ,nza rna� u) U rh U N U N m N Q tr O 2 U z a 0 z NOLLdIUDS3(1 LLI Q � F z zmo 0itN 121 rw LHO13H 2IM-4 V) w W cn U tY O z U z Q J U CL 00�9-m (zc6) 0ML XJL IIM:iU31 'Qa JLUOd-81V £08 uadOlOAu36urplm8 "4svoplo W ca —� ix DSO w ta o O maz Ir z 3 O O000 O U N W N +CV = a2 NO7 m6 a h ti Q az m oam'w ooo c c ae W a Q�OC ul OZO Gi U W N a �Em 2 a .� Cl- W a ^ � IN } w M rn a ¢ lT- � ai o_Xz ? Nz i rNmIN 0:0 i orlV Mato I Q x in t Lt W In }} ~ cq cp WaLs,.s JINOMMOIS 0015-11)3 )NlM"a IVnOxaaV acDnaOUd W m 0 Vito xj8L on< MOZ< I �O U CL �+ z 0 w J 0 uj W +�+ La 2~n:�vIL r N cn LLLI m 04 N ID o�O a cn 0 O cn g :ao L m LLA ¢ B2. W p } a t0 N z O� M �e I M A W L}}L W CA a w OO w w U za �o _Z ~ �I 6>LL C o g o 0 0 0 0 0 0 0 0 o q q o 0 0 0 0 0 0 0 o q o 0 0 o q o 0 0 4 U ..� 1 �.� o 00 l \ 0 a0 I N,\ o M I 0 CO I \ 0 co f \ 0 co 1 \ 0 ao ! \ o m I \ o 0 { \ o w I \ 0 m 1 \ 0 O I \ 0 w { \ o w I o w t 0 0 I o m 1 0 m I 0 w I o w 1 c w I o w I 0 w I 0 0 I 0 0 I 'a, 0 w I 0 w I• 0 co i 0 w I 0 m I 0 w { 0 0 { 4 O O O O O O O O O O O O O \ O \ O \ O \ q \ O \ q \ q \ O \ O \ O \ O -'all\ O O O \ O \ O \ O \ O \ O O t\ O n O !` o- n o n C n o- r-N o-O n o n C r` 0 f� 0 N 0 N O r` O r� o n 0 0 n o >` O r\ 0 0 n 0 N .o N G o r` 0 N o f\ O t\ 0 r\ O {\ U + + + . + + + + + + + + + + + + + + + + + � + + + + + + + + '+ + aO (n O O O O O O O O O O O O O w O o O to O O O m O o q 0 O C O o 0 o O o 0. (0 0 0 �_ + I pq \ ap \ a0 \ tD \ a0 \ c0 \ fp \ W \ a0 \ a0 \ a0 \ a] \ a0 \ OD to co CO W o0 aD �0 0 0 O t0 a0 W to (0 t0 co t0 2 v r Ix--� O O O O O O O O O O O O O \ O \ O \ O \ q \ O \ O \ O \ O \ O \ O 1 \ O \ O \ O \ O \ O I I I V) tsr 0 n G C n C n 0 0 n o N O r" O rn O n C N O n o rn 0 N O o o o 0 N O N O r- o N O o O co O to 0 r� 0 I,- 0 m 0 w 0 0 + + + + + + +I + + + + + + + + ... + + + + + + + + + + + X Q o W q O a0 0 O O' C g O o O 0 0 0 0 q 0• o 0 0 0 0 O 0 o 0 0 0 0 O 0 o O 0 C 0 o o 0 q o 6 b o 0 0 G o O g o o 0 0 0 0 o 0 0 0 0 0 O +l a0 a0 a0 ap ap W p0 CO a0 ao aD a0 a0 tr0 a0 W w a0 W w w w w w w w w w w w 0. 9r z o 0 N o N C N C N O O r C >` o n O n C r G O O C r� o N+ C n O t� o f� 0 N 0 r, o C o O o 0 0 0 0 0 0 .- + + + + + + + + .+ + + + + + + + + + + + + + + + + + + + + + + + 0-10 O Z r+, O o 00 O 0 COm O 0 O 0 a0 O 0 ad O 0 w O 0 O O O 0 O 0 O 0 q 0 O O O 0 O o O O O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 0 0 O 0 0 0 O O O o O m O 0 O 0 �' VZZ Q _ m � y.. \ \ \ \ \ \ w \ a0 \ w \ w \ w \ w \ w w \ W m w w w w w a0 w w a0 w a0 w w w 0 to O O O q O O q O O O O O \ O O \ O \ O \ O \ O \ O \ O \ O \ Q \ O \ O \ O \ O \ O \ O \ O \O \O \O in O O ^f' qn O nf' � O O O � � p Orl- + + + . + + + . + + + + + + + ... + + + + I + I + + + + + + + r+r+ O ao q o ao O O ao O O O C O q O O O O O O O O O O O O O O O O OoOOOOo 0 o o O o O o CO 0O U L. I l I . 1 1 1 f I 1 1 ao 1 ao r ao I m I m I ao 1 ao 1 ao 1 a0 1 a0 I aQ l I I ao I a0 I ao I as r ao I m I ao l ao l 4 0 0 o O g o o o 0 O 0 C 0 O 0 o 0 O o o q 0 o 0 q 0 q 0 o o q O o C 0 O 0 o 0 0 0 o g o 0 o q o q o V n t` r` r\ n N N r\ n h,� n n n N n n n n O {� C n O t\ C C n O n O n C? n O G n O n O n + + f + + + + + + + + + + + + + + + + + + t + + + + + + + + + + 0 0 0 0 0 o 0 g 0 o 0 q O q 0 o 0 0 o 0 O 0 0 o 0 q C 0 0. q to o 0 o o q o o 0 0 O o to c rtD o g 0 q o q 0 o 0 + r O a0 a0 pD W DO W a0 O ap AO m 0 co a0 t0 w w w a0 tD to aD a0 w 0 to 0 to 0 ity � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O q o 0 0 0 0 W O q 0 0 0 0 0 0 0 k O f O o 0 0 a 0 0 0 0 , O cOo c00 U + + + + + . . . + + + + + + . + + + + + + + + + + + z Q uj m W W u- 00 r r- Nb 1, b Ad to N 'lo bb sf• d' M V 10 to b At to N to bb 'at' @0 °g 4d 50 � b O to b 4d io N 40 bM 0 v in W M M q- I' to LO CO M M v v �Y LC � W M M v tl t o fo w llYtlala� o qh Yi O o ILI 0 .�N,,y q �P R oF�.o` aatteeee6° w m m m o o 0 2 O J J Z3 0 0 0 0 o w y M 5a W W 4 cn o+ z0 zz0 zzs Q Q 4 v v v 1 !I I ¢ d m 4 C C in m� mm 0 Q 0 O i= 0 O O 3 3 w a 0 0 0 o 0 o 0 to in in w N m g g O a m m 0 S U U C�7 a 7d re N N M w a0 U U A 4 4 w ps m W w m F NIa IN Lw oaom }NQ�. m�Zy O c9 N0E-Z ?0Nm mtncmw 0�� 3'�01 NOEAdIaOS3a MY0 A9 AM OOL9-L29 (ZL6) OML X1.113Z12i31 '(M 1210ddlV £08 µedolanu3buippS qPl®0 o 0 IN&LSAS JaNOwAaHOZS 0019-Od Nui o z' o SONI&VUQ'IVAO? ciclV JrDfIGOHd z z � o 1o3PO21d a o o t�Ti 11f11111!/�� o CQ p o -a-•.� ;avS Lu r F Nee �pddil R0 W ,QJ a z x t R z z z ti a a z O � O rw- Q O z z z z L10 ca S � N W tc)W aO Iii 10 a � CY m m m U m m m m cn W 0. J °d� OZ J O � Lma Val W w 4�7 O z Ot CO) CC u.� r: ® W V Z Z Z Z Z Z z Z tOi S ° Q U U IN Ix m r++ W m W m W m W m W m w m w m W m W m W m w m w m W m w m U W m W m W m W m U oLai m oa w(il w w g r-! g 0 z ce '0 ch omvO W>Z w>_Z w>_ O _ W UU UNW_ WWz �[>iJ am �j- ►z" >ad >� dx W>3d 90o 99 0 0 0 90Z 0 90_Z 0 s0Z_ o 0 ° Oo 9OO O r an>>d>a>>Q 0Z 0_Zw >Zw >.wZ 0Z 7Z Jz° Z W O O O a O J O O O O O O U >J > r U U O a i w z O O w z U w Z W W W l-. {n t0 r I m l- E m )- I m r I m t- E m r• I m r I m l- I m r f >n r• I tq r 1 O r I O r I r 1 U w z O J ul to r I m t- I m l- l m r I W Z 4��1l 0. U J w IL H M M M O M 0 M 0 M M M M M M M tNNtpp�� M M M O_ U W Z lii W w %� in M M M M U l j yJj y"lj LLJj O l� )- to l!7 W- m N Vl Q 4 m m m 0 m 0 m 0 m 0 m. 0 m w m 0 m 0 m P m 0 m 4 m 0 !G (n h V) r V) ;j p t la W- VJ O Op, Q W w -••l cn NOO'O� CO tO Nco NNcmJ to O a N a VI WZOm m Q Z D O O O tO 0 N N OO O JU V Z %D > N r X X X X X X X X X x x X X XtO m O J X X X X °N 14, 'ZV N p r O W U M O T ?(r CO tO m m m m ,pp O O 0 0 CO Cl y- CO to m m 0 �t• Ol m r m X O O W w M Vl J O °� O X O m \ \ W *M iny r O z C7 Z N Lq C �!' 'd' th O O N t•- 4 uj Cj n tD �„ X •� «- ) x� •� s- � Vj r CV sf Q •- M N M 0 X W m X O O X X X N I X X X X X X X X X X X X X X N X X n Vl X X X X X X X X a ul X X X X _0 °'Q °a � m g0 N O m O w NCO m O oN t-. •� INq O m 0 t p� JJ to to •0 • VO� •N r^ N N N N - N U. .w. N M M M �.rON qk ew- %n NN-- • m m N N W aa, m N aa+ m Iny m N w w m N � O w x z z r p U z$ O O 3 W O 3 +�� to z ® �1 3 O W 1-3'' O U O 3: O O z O O Q O J Q m 1 r lO- O cn ®® ! z z z_ O O O O p N® W CO M N Ix w $co T x T wvi lZif w Lal c x x u> I O 1 x U w ul zr v� m v o ao CC, w tL m � ul a I W aaw Z W-� O p m O N p U F- C9 Zm t�_� m m O a E Z � Z Q} l- J W w LL Z lr O 3 Z Vl Z z w U U>> Q Vl N Vl �jj it O O j 6� T 2 (n M ZO z U 1�; X J w uui Z W®\ Z Z Z O T W O S ;A O w a �j Q U' Z C, 2 C7 Z Y U a O OC7 O y (9 z 9 Z 0 Z O Z G Z C9 2 r a. 0 2 �mz� OJ W m W u~l a w� 0 J O f sO 0. _,U Y .:d] O z U z w Q: O T D T U S U O J m m$ .'E vl T U T U x U cc OOO m m v a o�mi��N Q Q z O j�m�ooEc�m� '� �GKmz��-� ,��' QaQX X� m O vZQ, a z 4 F es- uj w m N \ z m w zQ Z 1 w D: , a x Q a a tY z x_ O m O C CE 4 -5 F- iw- a f>~ a ro V 2 ow 0 0 0 0 0 0 (n r N N Q O �dl -� x_ 0 x O cn r- P N 0� N k N d vl o o v~i LL. LL.0 u. LL. tL LL. w 0 �.. m N Z M to CO CD O O m M �' n lO r` 10 N is N W N O N O Q .- a0 N O r) CO •q. w O O �O O) w WZ Ri Q' w w W m to M tp .r N n F. w w w w m w m w a w w w C9 fO U C7 C9 10 CO Ln m M V) tO 0) m rn tO C7 OR iO C7 l0 !9 rO O C9 1O C9 10 m r m r m m G r m I g toO O CD in O W Z LLl Z �7 r E G ! uj 1 O .- I I a z W Z W in Z vWf 0. LL. fn LL. LL. M rn ti w •O i., R il. C7 UO C9 R C9 w U UT C9 w C7 l,. U LL. O UO C9 LL. a > uc V. u_ w _ � ti w c l� CL caii w w uz dda. alp a O l,- > rCV r7(tCf�CC C7 ^ N M d m N O of 0Mwo 101 .r O 4.660" 0 0 00 0. 0.078" 1.269" 0 0.155" 0.155" v N O4.980" o • 41- F1047 0 c? 5.000" Cn x % co,oN dam AV 0 •. F�7r cc cn k O v `c 01 o �PPP�d➢iBaaae,cx7 Co m N -r7 0.094" 0.094" -uN, I _ N (T1 O � W 5.400" Ln J Ln � o � 0.150" 0.150" N 1 I 01 O 0*) co o Ti 0 G) 2.711" ()I V -- oo o Ol N 0.609" I Ul �f EE OQ I _ V Q 3.0. 00 78" oz (A N o I Cn 00 01 C!a I� 0.094" Cl 0.094" N 0 0= 5.000" 0.213" 0.213_' I I to I 5.000" 15.0007 N fn O N Cn 0.125' R jcr N 0.078" Ln Q 1.636" O OD N LO-0]70F" o 5.000" 4.660" w wU_ o co a I mSul 0 0 0 z 0 z -4 ° PROJECT PRODUCT APPROVAL DRAWING FG 5100 STOREFRONT SYSTEM 0®ldcas le BuildingEnvelope'" 803 AIRPORT RD. TERRELL 7X 75160 (972) 551-6100 �m la IREVIBY1 DATE 1 DESCRIPTION OL 30 L 133H5 fr lRWId CZO-01 Q10 � alw Nouarim I "-An I U" I WWUW2 a ON 9NIMV80 86 l - L l Lssb•ss9-aoa e�la-�+ooaeea�lo.,+�, OSSM IleLIBl-PH V0dWM8 311IQ I. odolanu36u p pe elpeopl0 LL/0£/LL 0 ni a� 321nSS3Hd NJiS3a MSIH A9 NMV80 N08AMIO1S 000'Z-OA S3 LBLbb # -on H01210 u 3 d -Jf 11TIIL it 8311VM GLL9000-83 uio3•lo0®o;aalll :Llow-a LCSt-us(50b : i - ok%-lism0E) ; Uwd 90LEC •L( 'SMOH" VIMMA %Gt 'GIs -,,IS 'mist -M-N ssm 1NVdV4O3 ONIUMNION3 V SKUS31 IMIL 0 3171!L/ 3NI '0331ILL L LOZO (auoZ auooujnH ATPOIan y61H uoN V 461H) 3000 Mcnine vaf�10ij Lli Z O Q L�.I U Cl OO U ry U_ Eli 0 U J 0 07 Q w > J > m LL J n O 0 u_ � O Q w oi� 0w0 _ U) W U Z_ 0 �^ Z J 0 F� W Cl- 7z0 0 �2 QUw> (=VLL'I VJ ix LLJ m� 3-1 gWm (nZU V/ w'CL T -L J `^ v = O W 0Um � Q 0 ZZ= Z LLJ v (n O w U W m ¢ ¢ 0 W J LL_ O W w W ° ¢O ~/ Z \ F- o _�'� J Ln w z 0 Z L^Qz 0 0 c) 0 O U = N f-" mQ� w z = I U a2-z CD Q H U = ~ LL Zz U ¢ ' EL w z U H W 0 Z 0z O - F-• w LIJ a u Cm J E§W Z > m 1..� z z n M W 3m�Q WaZ _I 7 = N Wa wo� a Lq LLI al `Q Zv0cn O F-• U OZ �0 u_ ~ M ZH _D�� LL. (7aOJ = 0 m Q \ F-za� Z O 2 M Q OW L-0 ww ¢ w V,) U) z F- Q ono- 0 N O= Z Z Ca a- P J Ir tLNa- =w W�OU O Z WZ6w In O cv > W C9 31V0/.PHr"ls/,qWj,+ss� s y� eON J +ems+r r.1, Bd�LDQ�spB z z o z M N Ed W I- �O W w T O Ui U (Nn Z (i.I Z z UL V) 0 (~a w �+ O - Vj0 d W 4z W 0.� O W_Q 0 w z0 Q U Z L+I Z O C7 5z O- �z Z N0 OOw ICJ 0p C7 OW (n aXxU Z 0 W �U0 Wd W W J 440 < w Q a vi vi IL w to 0 Z - W Iil J Z (n Z �" W 0 Q to U Q ¢ --I 0'_ 2Z O Z00 N W gQ Q¢ �� UJZtU- �� QI_ Z Qa < O a-i Mw0 (nz U a mlW oW � O U) s W N Z�((A n\ild Z((nn qQ on a:= m7 M W Cn a' W S� U_7dWV1 �� O W Wi W W ¢W M 0 JQ 0 0 U0 0 -< aw M ¢M �Ed WW O > z z z cr WQ 0- C-) OU o 5 O y �z o=� �N z=O0 UQ W ¢ ZV) OCL' O Z¢ w �W J wQ QQ 0(n aNJ= aU ,W �� F. co, tY 0_ ~Q� W J CL' Z O U O N V7 Z� U U) Z � O uj Z �Q 00 O W0 O Z O O� d q OON i- W 0Z I C7 O in O In in In 0 in En U O M a Z W w U Wo �^ (LA 2 cL'n- ¢� N M -z C a Wz 3 Ia 35zt_n v� �N 04 Q �W w a QW a O a0 �--i tn� �iQ 4� _= QO Z z Z Z U rn (n tL I' ~ z NN W w zN w m WQ 0Z 0� :D g� 0In jd o ¢z v' o Vz o (¢- a 03 o� oN ?O}}ONN xz J►Q- a¢ W Ul Lt. D' F- L1_ O O F- d z0 1.0 Q D W F ' w Z O O Z > J z to OW (/'/ LLl In N Q V) lL w Z T Q W a 0 W w W W Q z Z Iw Q L=1w Q a ¢w Z Ua zO W zQ T� wT J W a' Z X 0 V) J Q ZZa: U 3(o s Z U_ Q O'O O = Z >> �Z pU Q:UC7(j D:p V)z O� W CL OJJW y�Qj OW �w WU I-^ wQVIW {W�Vj WWo W O Ja J Q -jLd 0_ Q LUcJ. QU �= CO9.ai O(anWW pQ �O HQ 0 U ma w � Vla M = W MN •r N � d• In � n 03 � b LLI � w w I � Ili Ul � Ul T = _ = = _ = = = T Vl N (n Cn Ln Cn N N W W W 0 0 O N ELIJ I Ls{ Q r_O U N N Ld UW o =W0 a0 z Oz wZ UJ_OZ a 'SNO DON WOOW za�>OOZ - �mU U o O U LIJ X PM TZaZZ OFT-O O V) 0 (n N 0 0 z z S Z O UgWQF= OJU Nw W(n� 0,a-_z tt)%=ZW ZJ •-m0 a'z §Mo (n<ZOUl z Z WLL.(0n I z 00W ul (no�r�o WOo W) (A CW MJ(n aW cho oW zw< �z_W ¢N�c30 ��a }Z(n ZZFn Ld WEMcgo z ww-5a� O 0 �=W•vi UVi� a'Ym >Q< mUQOW m00 ��II 2 pp ¢>W<p =W� N a: W �U\ = in w }}. V)� JX La W W Q z:2 WSW 00p0 cn pZUUZ 0TW Z_,Cn,JJ, IX- LiL'1- 30m0� Wma. Cz7`•¢¢N 0 O�O wwooz Z=0 0 LL I"Q N V� EO M W z O (n b��w04L0- MOOWC ¢a< cnW U.1 ~ 0 0= Q Zn< Q N U W Vl� W VCL L C3 M UQInZ ((nn = 0 � ¢ O lxwmC]— IG- wzu-�ozm QI¢icn Q¢0�0 I � Wul(nzEd �o0 00 W 0 LPL o¢SW¢Mw O in w=> W O o�i N F-f_ W U NzM m0 ¢-a En -0Lnmoo`� pw0 1 p:a-q- WONUWa_'O LL ui (n t3 (nwOZ � Nzi(D 0 phi=-xmOW ,,cn zcn WQ W Ir ooEd U�LL_0 UJQOOZ� Qz0 UQ <_O - - ~ W riOz W'-F-0 �OJW �LLofIxffl zN� a t--F-EnU OOtn2O(NOW(A MW-LOO��O win ailil cr C-) W�zaW4 D 00wvlXQ:J Z¢m,= LM N t7 N 0 W Lj o W LLi = �- Ifl ~ (¢n In U L'_ W O O z (n Z 2 w a Iz U M IW{-� Q W} gym= J I_• U al 41 J 0 J U (n I- Q (n WZ O w cn OAF U OW zOm L00 0 Cl z 2 Z Z U (n 2 a cn D 0 J L% OU O O W O W n W m =� (n > U Z 0 I=-• M ai Q 0 w LL m Q JC-1 No x � Z�m �wZ a Eno a 00 3 Q Uw W CL z o U_� w W'� _ ULa 0 M x Qw 0 Z�W- iu> L- Uw 0 ~ LL QW Za W 0 -JIQU t7O�Q' 0~ 2 O =0 Ow = > ~ W Wa O J O O O a Ln CV F_ 00 } 0 m OU U� 0I- a-w Z� 0 0 0(w m m 0 0 Q W }� h a 0 Q U ¢ 0� Q 0`t; W w o �O OO J�O ZW ¢ZZ Z (W V)~nU(nZ U o� zQQ o� Z� W� tn� (Wnll(I- ow¢�¢ VL IJiN i q Qm Za" (n O� _�� a: 00 0 ~_ Ld 0 ¢ U W 0 `Y Q 0 n W z W 1-• z Q a F- U Q Q Z O T- 0 U- _ ?- VI U O 0 ¢ T Q3 ¢ ~ a W ~ M OJ ~ W (n 0 0 a ozLL.w ¢� w0 0- z=}¢ LLxcm J r? ' '. CLLI L �C? m U J O (n ((n LLI W 0 0 0 I- W ¢ 0 w Z GL:^_N (r II J W�- OLLI I_ U U�_ UZ -17 (/L FW m'��Vl -'- v aU Q �O ap Z 0 NO Q O(3LL-W O Iil 0. S (ncn aJ �w n� Z W O0T U)to 0 0 m m M00 a0 xa WZ Ma <vM z Z Q N 0 U (= K3 (n W 0 0 W 0 F- C3 U 0 a o W 0= ¢ o� �� O 3o rw• U) zc3 �L�i� < EWZw w UVl Zw 0 �N F_F= =W Oa� > a0C7� ¢ W tQ Z 0 t0-• z~ Lai N W Ln Z O m] a w (J/I W I'� z mly- _ OUu7 OwW 0Q 2= jn�U Z JOL,jII-- W V)� I- 0C1 ¢� W(~n ~~ ZOZ O_ 2aa0 a0 J I-=•- Lr !- D; Z M m .� o l_ m a a. 0 W (n W F- W LLJlL ?t O O Cn p O m Z'- m W V) W j Z (n Z M 1= CLl a > O>- ¢ �� t, ON Zm (n� W03 Maa UZHm Jw U� O wW mod- CL �(n < Wm0 w �WLLO ¢� M m W n a w O ai m3 m O O (n a O 0 �! W m �� w •_ U to Cr W J VL 1-O X O� t- w _ (nU ¢ }� 0 x(:j a -I cn0 p�1- �p� J aL-OJ Oa -� m M WO oM =0 w WC)z IIIW� W� c� = ao V) m 0 = N z (n v' ' O O 0- o c.) 0 CL Ocn t7 jb gc�L 3CfTZ �z a. a. UULw w aw�W Q0 WF- CL cr w m0] ZO Oa CO OQ �_-� a (n07(L ZW �o 0W=-J=Oo az z �(_ao ¢0L.LJ OC3 NsPW 00MO 0p 2= LLJ wW_ O 0 F-JaI- a a m_ 0Q N WU Ulm y vi co C6 tli o 01 3o z MRS IaN ONIMM 86 l - l l 19Sb-698-OOB e�1d - w�38eN9�►Pi0 �rmnm 09t9LXl'11-1.-PM lodgVwo 31V0 adolanu36u!plm8 egg oplo 0 t Vo£/t t 3anss3ad NJIS3a HJIH 'AS NMVSa INONzl3NOiS'OOOZ—OA f m" 0 'I!l VOIbl71d '3'd -Jr IMIL 'V 2131"IVM GLZ9000-83 u103'100900al III :LI0w-a t15t—t(9(SD� —t��-��.1_�' OM—L6(SW : -Nd 99'r 7! 'SN3tlUyD Nryr,»in 'S0C 'bl$ `15 y19¢ 'M'N SS£9 ANYdnOO ON1 MNION3 V ON11531 111111 I ZL .�� 'J'N .,0031111 t (auoZ auooijinH S110013A u6lH uoN V u6!H) 340O oN1a71f18 vai? o-ij � 0 (Y 1 I. W LL /LW VJ '1 0 U o m 0 0 �r a0 a o� d- O W J N O e M 0 v I � o' J N J 00 o L� N to o I N 0 N CR �1 0 CO o- `. I Q W 2 Eo 0 M F-ji QI � Q� W S M 31 m��SN3��1 '•.a� �/. �s�7jl 'V �3)1oee�a o�Brsro////l9�op0 Ln_ Qu- N - Q N N CD N o Z 1 ' W O 0� N 0 Ln N r- F- Z W W O O .— rn Z (� ri w t41 w i— 00 � ca ma: N O F-- Z W m W U - >Y O o) o rn Z_ I (n J W W 1-- V7 } {— NLO 0 N � W w U o I 00 W Of � w w w H iv a M 0� N 8 ONO L JO £ 133HS r tt/ a ezo-a' 010 Ls�bb ' .ri VOlmo-u oN ONIMVt10 ma na,n.am "1 *A 21ro wULLIQ= ,w AU 3•d '�P IMIL 'V 11311VM 6119000-93 86 4 — L L 19Sb-699.009 Vald -�39011MP10'M� 09LSLX1 HOMI-PLI VOd1M609 wo3•,00®OaaIL3 :Low -a 1f91-1L9(90� �! ' &Q-1LOGGO a auc4d '1d :WU(iv9 •SM '�15 WS 'Q19C .4-N ,.,,.I p OLiOIciAll��ulp�m8 ai;sni® 0 98L£C VtM99u1 SSC9 ANWROO 9NIa33N19 3 V JNL1S31 11'L�11 L L�0£/L l I"i N O V 3anss3Hd Noma HOW `J, `"vsa NO2iANOIS OOQZ-03 S31Z13 '0NI 100311LL IIOZ® (ouoZ ouoou►nH ATPOI3A 461H uoN V 461H) 3000 ONI(Iiino vcnim3 J Q W LL J_ m 3 0 Q a Z a 9 �7 N (A Vl m O Q Qm a fV9Ln N UF Q 4 z11 Q 4 Z w � U U O O W O I.. N La _l a a a ,0�1 w a O O Z Z Z V O F z J J N N N Q O lL In 1� w Z gr ox a W fa to rn 3 l^�iJ (� W Caa9 w w W W W' W W W a0 W W W al 1 W 0 0 0 0 0 0 0 0 W O a 0 IO{f Q Z Z Z Z Z Z Z Z Z Z .Z Z Z Q OQ Oa >JQ >Q JQ >Q 3Q >JQ >JQ iJ O v p t0 IO t0 O O Q l0 t0 W w m N h h h h N- h h h VJ w to H- mil 1I M M I M3 1 I r3 I M3 I M I t7 I M 1 1') `i M 0 v m 1 a W a W 0 0 0 ,Pill 0 0 0 0 0 0 0 0 VI Q- 0 0 w W to v t0 w w SD 10 w t0 Q Q Q N LLi ID d Z m - Obi n Z ■ x h W O O con C It IN N o o x x Q x .x > x 00 pn 3c n! x x x X W. X 3 J_ X a r x x M M ad' x N X CA C4 O al rn O N Ln n N IN °� N^ N O N S O N O_ Z`t 0) CD Lq 4 - n � •d• IO � •- M N— •- •- . Lq C4 O � X x x x x x X x a x a x - x= x x x a x _ x a a .- X )C N x Z a N a M s O . U) a 19 a O c IQ IA IA O � In- a O O F33 a Lo � M 0) d QOl X � O a X N O :t CD � N p it •d .} .t e} d d d M !7 IO Z LA 3 } Z 6 W Ix � N O C D: I- cr- Z Z 0 f aa8} WV yrj y U W U g g -1 �' W m Z O m w � � � Q. � w z lOi z � z W rn h2' W °hd uhi --�� o E=Lo v N � E � � �i O O N V! O d- G1 a 3= 9� 0 0 g�i La� Co M 'Fw� W I a Q "' a n Vl a p O N N S S (A C? = N V7 N 0. cn .3 lal (A v Lai L IO p Z rq M M N M O O O_ N O_ M O_ O tF7 t0 I_o N N 07 W CD N Q O 1 I N I N I N I N I N 1 N 1 _3 N 1 N i N i N I N l •- 1 m 1 O I rn oI j O I� 0 Cj N C( a. LOi lei tOi 2 2 2 LOi to.-lOi k 2n fOt 1 z .- CV M 4 1ci IO 1� O 0f O � CV rM 4 Uj 6 w\ 0 of O _ CV M W .- .- .- N N N tV W Ix 0 U_ .n E o q„ v 7 o .. = N O yq. o O c O: v E 11.0 `o o v _ v - c 22 0 i Ol cn -o 0 q) Ol o q) OlQ j g o n) pi - p —(q) 0 OJ X � u- Z U- 0Zo06 ZWpP ODZz I W w O¢� J w w L }-- Q IL C O v O �= - _ Z E m E 0 8 u � a r!e M I� O O ELL _0 S o � O v J a a7 - - O e> w 0 0 r+ o w c 0 y O d 7pzgc� U-j�F a cc 0 C -H 0 n -H 0 O 44 0 O •1.1 0 a -H 0 O M 0 O -H 0o m 'H to 0 •H O O -H N w -H O O -H �- 0D ii O O -H s w - m o M 0 w O� c r rn� q* goo Z M N a � N * u Q +�+ a0.r 0 a0+ Or i �0. r 0 X La �3.0 °•° No;°N LL (0w0wr- c E E E E E E E E E E E E E E v w w O v0-. O �« O 4 O vL. O .L i 4- 4- � C Z eF 00 d• O a �N OQ d O w cV Q 0 .- N fn at d- LA t0 (O 1- �O OL 10 b 133HS s hi/m/at £LO-Ot QIO L9ttib }� '0!l VO1210Id '3'd 'JP 11TILL V Lujvm W9000-83 wurloo8o3A1:3 :1!cw-0 Lrsl-LclYcsor) : mi MSS—LL9(90C) : Q+Wd 99LEC 'La SN39tlV9 MNI'JNUL Igor '-is Its NL9r •h'N =9 11NYdW00 ONIL33NION3 B ONUS31 11i1LL ON ONIMvBO 86 L— L. L 3m WAMC& sa wl as 1 200 1 WoUia=Lo I .w fm L99q'699-fl09 ®UId - WD0389FMPjo'� 1 09LSLX1'1raugj.- ?u uo br4 8 adoianu36ulPI!n8 al#Se0 1 I 31Y0 ll/0 £/Ll .o.vro-1 "s Niv"" 35V I* >rm Limn 3anSS38d NSIS3a HSIH N0a.J3U0lS 000Z-93 S3183 UNI '033011 LLO� (auoZ auoa!jinH /t 301an q5'H uoN 09 u6iH) 3000 ONICnin9 vai1 jm3 2 [i C I I o� 001.1 �w ca 1� _ --- ------------- N 00 \ Q \\ 'XVW z N 1? C31 m Q Q O J � A \ p \ W o M z '01 d to s� aQ w a \ w N co �-• N O3 Q \ w 1 12] z �o �w Q z� z 0 W N K O m a a '0" I'a 'XvW v C a' " , a^ cn 0.'Ulw W •O1� � U lil 6vds .9 'u' X w 33vdS WIHS Xvvq ce I = NvdS Nomm 'Xvw z. v n AI1A17JA !:I Cw '���..��7711 'd �A�,►a 1— W W 2 W W (n (n U W r w = � (n O LiLd In O J LLI 2 in LLJ W (n Z W W ul (n W (n (n >- CD p F- LLJ W _ Lw N W � W W U Z CY W w F p Q w d. J 00 (N Ln yy-- W LLJ = V) W J p = (n W = U7 Z O W O CDW Z U Q J �7- CD Z_ U ZLj W (n Z Q (0 U J p w (U Z Q p 6 = V) cr- Li W U] J Z Z Q (n J W (n p LLJ !— x` O� Z z p J -j F— R �- m = O 0' o D x � p CD N x Of (K Ir OO OO LL O 0 11 w 0 M O O rr O / OL d0 S 133NS ON ONIMtl80 86 L --- L L 31Y0 LVOCAL Lst" A '-"!1 V018013 3'd iP 1;7111 'V N311VM 5LL9000-83 woo•loa®0301L't :Low -a LfSt-LL9(SOf) l 'n! - int-LL9(gq0r) t -01!d 991ff 'u 'SN30 1U1 't VAS'm lots -Is '419C WN GM9 .INVdK03 671833NI9N3 V JNUS31 1n111 •o'V/•s'l 3anSS3ad N91S3a Ham wAvsa 60W3801S OOOZ-93 S3183 L Loza (auoZ auoouanH XI!001an 451H uoN V LAH) 1000 JNigiin8 vai, fuij f3f w o z J O � J W c Z co W v z 0 a N 1 L8S5-699-= eU04d-WW38!111-sWM-MNM 09LSLX1'Iie��.-C2i 1�d1!t/E08 .adojanu36utpjm8.ate"pt4 0 La oC30f?COD.r00000CUf-- aCQcc) 0QOOi--C)c> Lu LD r r t 1 1 1 1 1 1 1 1 1 1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 Q U 00000rnao00o0oo0) 000ooaid000crn0Do000 Li T T T T T r T T T T T T T T T r OOOO,OODrQ00'00(0f-000 CC) (8 C001-Oor W T T i3. V OOO000ODODOa0000600C7000oa00D000D (n rrrrr TTc=e- rr� r�- rr UJ gn 000000'RPf-00000r00000000 OOq C 6r� OD (D OD W 00 00 t-CDOD 00 ODODr— t--OD CO ODr-- I-- OD 0000f- OD001-- Lu cV o00000grf-00000 r oor�oao00 r a0'wt � V 00c(iO(DODODi--WOD(DC000tii`Oiw00r-tia000CDr—OD001` _ _ _ _ _ _ _ _ _ _ _ _ = = _ _ = = = = = = Lu r OOOTLAOIt000r r00c�QIt'Ln0Dr0000Nrr't CO) I T r -L -L -1 -L -L -L -/ -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 r -1 -1 -L -1 -1 -t -1 'Vq+ 00 OD 00 r*-- (4 Lc) U) V 00 OD n co Ln Ln OD 1` W Xg Ln r- (D Ln Lc) p- CD Ln L C ) c. LL oco0(n0mo000mo(0oCDL?CfloLOOocoOcoO(D0 W LLL. -� MM-qS rLnLncfl(oMMl1'Nt'LnL)MM`;rI;r nV)m Yt MMd LU z ! c) Lu o 0 0 0 0 _ o co f= � oc1Lc)m L L 0 L v� +! +I +I +1 +1 o, .4 fi m m 1——L� z 0 J D 31VG/32Jk)It V($7: s '3'd �yom o)v �. ode_ cn o o a Q p O 0 0 p Z w Q W Vl z w Q Q w N Q Z w N M Z N o i N o ((nn (~n L I l LLJ I I Ld � 0 O: Ld O z z 0 fr 0 zLL- 0 Z z 0 of 0 z(Y- 0 0 z 0 UJ OfJ IL Z J (r J Z J Z J Z D W D Z D W W::D •- N ► ) It 0 U 6 U U U z W o �? J � J D (V V) + CV H 66 U1 Z Q Q a L� .J z j0 D J J � Q Z V LLI E- CD ~ Z � Q Q _j_ Q Z w O Q J 0 D _ z V 0¢ Lt- _ 0� Z 00 m wQ wo (n Z Z H 0 Q Fn m W LIJ Cl Of cn W Q Of �a Q L.LI :2a �tF OL 40 9 IMMS ON 9NIM@LO 86l—ll L9sw•s9a-°°ae1�ua-w°D�aenceor,��wn 09L9LX1'IIau9.L-PM U6dJMW9 31H0 ,edol8Au3Bulplm8 epseoplo �. L L/M/L1 WVPID-1 3unss3Hd NSIM H91H M NM's° IN08ANOIS 000Z—JJ _ L9Lbh # ' 1 vdu( A 7d jr, amtL *vsanym 41.9000-93 1 w 1000-olLl :LIDw-a MI -IF: 906 : idA ' MI-LLB(SCO : M94d 99LEC 7d 'SN30M115 VHVII t 'SM '91S "IS 'VI9E 'WN SSC9 ANVdI400 ON163NION3 :R ONUS31 11 i Itt ONI '0331ILL LIOZO (auOZ auOouanH 4001an y61H uON 2Y LAH) 3400 ONldlifl8 voi�10�f3 a / in N � W V WHO 1- m _ W x¢ N 0 � g \N _aim J Q 1N af a o � _ � a In O z o Z z U O M m 7- O Q Q Q V = to ¢ W M Lu cr (J%Lw ° LLI \� z Z O N O Laj 1Qi f= oz LL ¢ IX o mV 0ZWIn 0 M W � M J �W UO— M LL, Z I_ �z�a Z Q o XC # ao3 Z O W Z Z i m J j in c Z W -I O [ a I vI v :2 J J f w La. Z) Z:jo W = O O In cr~ WW QF J m Z Q l25On 0 NZUJ WzF¢ W z cav— U U <1 I e I z Q 31 0 �. Yil- L9 5f 'oN m '• ee o ioeoaio�0 O OIAQ J It ui ¢ O Z WF- Z0f.-- Q02 �I`1�`)ul-j i n QF-.LZW �- d ¢"Q 2 U Y. x Z"= 0 le W U U 1- O it LLI Q 7+ (( 9 V g Z O2 V CO 0) �MLi. 0 _ W U JH Oco 4 O JO} OQ 2 U LU2r� 7?� (i�2 to r ti Lu-aw J=O C.�1-,.Q V xQ ND J x NO Q Hats fn w L1. tC1 gO_ rl = 00 r 200 WOw E- CoY wQw O W }d 1 52 N Z r rz nF- N Z� 0 - � w �0z U U co Fw-zm _NLL zw�wz c0gz ZFin On1a W Z ZOO=p FW1---- W— 2 Z 2F-F-- w W (A wt-o 1- W W Z" p w F- a �YUO} w ��-1 N Qw ¢ cop L¢i a0 O � w FY O�F <Cl) 0 O•- N m O•- 6 J w U-Z COO z J2 I1 V OJJ '�' V S Z A.2 �` COUi W N Z �\� tsk W C4 - blr.ao N U 1 c- W tT \ Zr O .-�= 1 1 d m oo U Y CO ggoo 0 o 000oo 0000000000000•0000t?00000 00000 LU W n C O O It) N C} O 0 0 0 CO Lo In NIA tD to 1fi Iri- In vi to NIA MI 0 C. 0 0 LD ID IA U) w In M 1f) p' 0 0 0 fn LA if) to in In A Ln w M w 0 0 0 0 00 IA IA In LA Ln IA LA In In 0 0 If) 0 0 00 (D (D CD In ID LA LD IA 0 OOii000000000000rO000gOM tOOOOOOtD tDN 0000 Ott lD >n '1� w a `, Ill N I6) Z Z:. U 0CV)(n OOOtD(fI1f)V)ln,O tD tD •(A 'tA (n in 1n V Cm CIn Ln N N 11 iA (A V V Ln If) If) O(O lw U) W 7A N (A N C C V) It)(n U) 0 91 v(f) 0 IA IA (A to IA V' V 47 O O O(n O IT v0) tD tD (D lA In V' v t+) m iW-- UC r M 91-- 1Q1. d• 11 OtCtrM(Ogr-(q00a(DN(D C; MC4 to a-N 'W — r,V'OM(M NM0) ONNmIf) q r,: Cl! to N(OrPM OI O r a00.Iq N C! U0000Nr W tO III (Q(Q O M Cl CQq Ir t, MOP- If) n n C (D Y) L) a711) LC) V' V'(7 Cr LA ITV'I C7M PN )0 MvV t') M M N M(o It 0 M(7 N NIA?V a7 V)C)NN � a (Dgogaooqqoqqdoqqooqooaqq00000000qq0000000 Vc tt ooMto0000ui6 O CD to n )n w aw to ua'ooMIDID u) In IA lf� on (Ain, () uiui0000uiui6ui0000006ui6o6o N in LA in In N IA N to N to to N to LA in (D co (D an to N N IA LU a _ W �vobggoqqoqq000000qoqqqqoqqooqq0000qqq000ln TMIt N oolntoaoo6WWtcilnoC)aaw wwaoa0U)Inint00000aaaIn0aaco ll C to w M Lo to Ip M M N In. ID W M W to 10 N N w o o M Ln Lo Io N N to to N M w CD W N LD Io Ln V• a C O OaatA170 V;IAgOO V)(Y12(�CAU)In V�IAtn.rNt00tnnONOIQggCDNCONNq000i to In W'RO)_RI In (nNtD (V aD lnrLn to O) V'0(nMIAUQL-(V C! .V. . V. h V' a0 lu C C0(Dr to V'tt'l9MIo Wlo 'Q� V' V'l+)(71D [A tom V't•)M(h In (n 'cC V'(h C7MN(O to 'R 'V'M (+I (7N Lu r 0 9 Ww z r 'N rAq V•Nim.2 Di pper 0 >n CV •W M _ Oti N;2"Itq qq N .f` N M O �'N IQ V; a N N q q aD rlt Q! N O)"7 q V MIn IDMCaD (OM Q v t N to V' .M M" N N � to V' V• M M C" N N to V' V) M 0 "" N V V• M M N N N N V• V• M M N N N N r m Vi V' v Wto Mto tonN aD cO I q N IAA 00 M M 0 r N W Oh:I Cl IT q r q gMgO(D 9MNC6N 0 C MM 6(D(7 W AI-- MMNNNNri NOM MM MMNC�NN'rr OMM MMNNNrrr D M"NN rrr—MNN Nrrr = W M 0 0 0 O O O O O O O O O O O O O O O O O O d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F- W W 11 C pp WU)LtAAoOOOOV)toN1A000Clf) CD tp to In >n N N N M >n t() lD N ID to tnNLf)00001A CA N to (n (0 1A N to >n to (n00000C1O to Io Io (n In N N N {A 000o LD CD (D to V) lD lD In 0 QR' F- II w ct z (D t 00000q QO000O000(DOoQOOOq ou.).0p0it(owtCMilow OoQoo In Mi 0o V; tD000 Oq.-oIn vi06itn0 0aInvv a (0a (0n u0iu0iu0iV W uMi uMi uai l[0i u0ivuMi tfMi vNi (naipvr d'(D(D( www OQ O. U_ n O�OOggq4iCQqqq OOIO O In O T. M '•tnggqq9I;qvMqOr M w Nto r to N C3 40w MOwv V rq V;tfla0vq Ncm V•r(0 qq BOO c; Indw arm C CD (D N>n� V'MMLONLA i V'MMNLnN M V• V'MMMIn toC V'MMMN(D W'C' V'M MMN LU Z C s I ZIO Ow wOCD;a co 000 OCD Ol Omw ml W OtD a(DO CD Ol Mc O tD aCDO(O WN -0 to vtoN w to C)M V'VI LD Lo to w MM V Qto IDww MV) V•V'In Nw 0 M My to N to co 0 2Z Wre a O o a •g to J co 0 t6 m rn o F o o • / 1 Re' ulation Ira Flodda Departments BCIS Home I Lo In I User Registration I Hot Topics Submit Surcharge Stats & Facts ! Publications FBC Staff BCIS site Map Links Search Busines _ Professi I .` "d Product Approval R USE Public User Regulation Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL * i FL15072 Application Type New Code Version 2010 Application Status Approved Comments Archived ❑ Product Manufacturer OLDCASTLE BUILDING ENVELOPE Address/ hone/Email 8655 ELM FAIR BLVD TAMPA, FL 33610 (800)869-4567 KBLAYS@OLDCASTLEB E. COM Authorized Signature KATHY BLAYS KBLAYS@OLDCASTLEBE.COM Representative QualitylAssurance Representative Category Panel Walls Subcategory Storefronts Compl ance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who WALTER A. TILLIT JR., P.E. developed the Evaluation Report Floridls License PE-44167 Qualilty Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2014 Validated By Joshua M Royce, PE CAI Validation Checklist - Hardcopy Received Certificate of Independence FL15072 RO COI OLDCASTLE BUILDING certification drwa 11- 198.odf Ref rented Standard and Year (of Standard) Standard Year ASTM E-330 2002 TAS 202 1994 valence of Product Standards ified By ions from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2011 Date Validated 12/22/2011 Date PendinIg FBC Approval 12/27/2011 Date Approved 01/31/2012 Summaryl of Products FL # IlModel, Number or Name Description 15072.1 STOREFRONT FG-2000 STOREFRONT HIGH DESIGN PRESSURE I �rl)00 W/NON-IMPACT MONOLITHIC TEMPERED GLASS DRY GLAZED Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL15072 RO II OLDCASTLE BUILDING DRWG 11- 198.Ddf Impact�Resistant: No Verified By: WALTER A TILLIT JR. P.E. PE-44167 Design Pressure: +60/-60 Other: 1-3/4" X 4-1/2" FLUSH GLAZE NON-OMPACT AT 10'0" SPANS Created by Independent Third Party: Yes Evaluation Reports FL15072 RO AE OLDCASTLE BUILDING Product evaluation report drwgll-198.pdf �RESISTANT Created by Independent Third Party: Yes 15072.21 FG-3000 FG-3000 STOREFRONT HIGH DESIGN PRESSURE W/NON-IMPACT INSULATED GLASS Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15072 RO II OLDCASTLE DRWG 11-199.pdf Approved for use outside HVHZ: Yes Impaci Resistant: No Desigrj Pressure: +60/-60 Verified By: WALTER A TILLIT JR. P.E. PE-44167 Created by Independent Third Party: Yes Evaluation Reports Other,, 2" X 4-1/2" FG-3000 FLUSH GLAZE AT 10'0" SPANS FOR INSUALTED GLAZING FL15072 RO AE OLDCASTLE BUILDING product evaluation report drwci 11-199.odf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under (Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterOdbor.state.fl.us. Product Approval Accepts: i.�% s EVC1U RWE1Dr + p—red by yurislgn t 4� r 0 r' N .L.O. _ � o � r � 0 0 z n z a r r D. L.O.z D.L.O.1 L.0 0 F F} 1+ 1+ 1+ ;U FF Q Fr i o c)� o Up M C)z CO — 0 0 0 o 0) C) G) :0zN C/) m 'v UT J� A W W N N Cn A A W W N N CiT A A CA) CA)N N C31 P �. W coN N Cm -p � W W N N v n -mn - ' - - - - - - - - - - - - - - - - - - - - - - - - - - o z ,- , , , , ,� , ,r � t �- ,- �- �- , t , , , i t , , , + cmm O W O 0) O 0) o o W o 01 Q 0) o 0 0) O 0) cJ 0) 0 0 Cn O m O 0) O O W C) W Q a3 C) m A A P P�a'•�� A-i� A� A�C31UTUiCnC"Cncn01Ci c (pCn01010)oo)0)w0)0) _ � v ,- �- �- �- ,- ,- �- ,- �- ,- ,- ,- .- ,- ,- - - �- - , - - - - , , , r - (A,- -o o X oCa00000rnrnrnrn0)rnaioo t- ,- 00000)0)0)0)00)0)0)wrn0)0)wrn n Z si d No. 44167 P.E. SEACjt16f XTfURE/DATE �y C CI) b C3 m Cn z m Cn Cn C m G) O X N 0 D r FLORIDA1 BUILDING CODE (High & Non High Velocity Hurricane Zone) a1i TnTEco, INC FRIES FG-2000 STOREFRONT HIGH DESIGN PRESSURE DRAWN BY: L.G./A.G. =LEC O,',Nc. TILLIT TESTINQ a: ENGINEERING COMPANY 0 Oldcastle suil!dingEnvel'ope TM 11/3D/1I DATE 11-198 DRAWING No M5 N.W. 36t�;St., Ste. 305. VIRGDM CARDOM FI. 33166 Phase : (3os���t-153o . Fax 1: (405)671-1531 e-moil: tilteco�eol.com E8-00LLIT 1 9 dr. P.E. WALTERORI A Lie. FLORIDA Ue. � 44167 t�AIVOK Rd-Teml),TX7516D twww.Old�eBF-cmn'Phone 900-BBa4667 � n, ;; m- nac +1 OLD 10-023 111IM1111 3 1 SHEET 7 OF 10 OL 30 9 133Hs £to-oi 810 am, 'an vain 11 ' ura eaiaacsm wi /w 3LTO avu ma w wn 3'd '�6 LULL 'V b31lVM ON �HIM1la° 6�L900q-83 L9SP69"OH GUOU-�3BBRSAIO*&AVA woo•Ioomo3aaLl :I!ow-a 86 L — L L trsL-us(6r) :raj - Orst-us(GK) I -�+d 0969LX1't(Bu .L-PM vadjr4 M seise v 'sNaam HM9.81A Slav •au is last 'SN ssra 31V° puGdOl8AU BUI jn 8 e� ANVdV(03 ONIS33NION3 V .94F1S31 11T111 «/°r/LL I 3 PI. 8 1 PIO •2 N i-11 0- 3anSS3Hd N9153a HSIH �NONANOIS OOOZ—O3 S3183 �Ni 'oa�na « (auoZ auoOujnH APOIGA 461H uON V 46iH) 3000 ONIaline dal8013 U) J w 0 z 0 1— U w z z 0 U J U) J Q z 0 N_ r'_ 0 n 1� CD U co w w 0 in W M F- wv��¢m d' W Ld m u.i 4 LL I Q O o W Nm �� ti w o_ w tr W = cr- OCL O F_Z c� a R Z 6 w U N :r in N .. ' 'y O. it :•.• It)..r� NZ W �.. O✓ZO ppZ J Q J (� (33 M— O Z O �p Z p ¢gym '070 'XHW V w J Q 1= Z N = Z p QLLI Z) Z r� U V Or c6 w I— o Lij = LLJ _ zw V) (A U� wZ Z W L<w w �- w U) --I ciV� LLI J LLI p = o ci OCP QZ NW 5s X ¢M 2 (n O wV) �(n W LLI x LL) ~ G Ir LLI ED w (Y LLI �(n � �}} F- �J u-(n I T � Z Cl pp Z O J O FVAMW% ra ir W W � \a w O x W U N W O _Q w T JJ � J � v ZN WO � N O �' W Z � N Z w pU li w Z OL.30 6 IL33HS ii r N/O " I -Ol Ol0 � L914b -dIl 14012101d 6t 000-83' LUp03•loo0oaatl:l :L-a aN ONIMVaO 861-I l L99M698.008 eU011d cibmXl'Rauel-PHli -�38®B996P10' lvwe eeLcclt,IsiL5N3�a1>1MJ'MRil9nn'Sm0 Is `1ra�'u19S'WNNSsc9 ANVdR.00 bN18331NIM43 V ONUSU tn*lu. •'"� O 3, f ..Ia�.� L l/0£/l l , , edojeAu3Buip !nG a j;s=pIo 0 - vto-1 mns&J NSiS3a HSIH �NI 'a ,LL LJD`TAf :AS NMWa NMIAMOIS 000Z-0J S3183 (auoZ auooijjnH XTPOIGA g6IH UON V u6iH) 3003 9N1mine ba 8o-u c5 o Z- U)N w ¢� Lj In W �W En t1J l� JmLLI O,lj N Z W 1n ~ _1 = WO J 0 U Z j0 I .Va7 �w � z NEn XJ D Q Q O 6i �� UN `W w L�Q Q Oa. O nONZ wQ aO Z 1•./� azU woozUz2 l' UU 3�:0� N^ wU1ti00Ir tL_ F- a Z J �IQ F- H- (L Q' a O Q Q Z >�Li goo 1- (n =m l-zZt5 R. r a: p 0 Z O 0 :c 9 Il co M �L oZ 99ppZ zm V a to WU•: Ln o�Q 0_ O �0 m � w ,; z z za a ww U o ioWo W VC iao� v~i 0 C) I-n WV2V0 �3 t U3 'NIW l73 'NIA! 5" QZ = m J N m ¢A W T a >a Z M T 0 0 0 0 O zblwi.l�zaD !3za3:Ljo U Z Z W U Q z= QaL cl:VI 0 W W J W �J TTOT �QzI-I-�1- Q U LLJ m 0 0 Z 0 �Ww~,wOl�i W�-ZWUmm z = Q (n F 6:5Jv,mvlo zCCi13IS4,OUIa w,,,`���,�i •d ��sgp0 �4'��aieoso>eee°°° L v '3"d Lo • m3 r- U C S rr C' M rrrI N v v N v 0 �. O A. No. 44167 P.E.TE -__- tiOE/DATE LX Z M m t q >Ar 0 In 41rn <:ON N 0,cc): Z 2 CO � � m m In v \1 i� �rno O •p o CA71 0 5Wn O g —1 CO W W O O O O O C Z Cf C AWW AAWW (31AAWW WOfChf71AAWW WO?C11fJlAAWW O)d1UtU)AAWW 1:0 N _ _ r r ar _ _ r � _ _ r r _ _ _ _ _ � a a s r _ a r r r r r r r a r a r r a r r a a r r r r a aIF C Oma rnoapo omawa MOmornorno CDOOloO),OMQ 03ro(>OG)000 � � z 0 C O NNN ""to" NNNNN NNNNWN�,�N NNNNNNNN NNNNNNNN P, @� Z m m n :z-1 O A .'A m r- O m�MQ*; M m W N w iNN -NNNN NNiJN OO�NNNNN O �NNNNNN NNNNNNNN _ Z 13 K5 ia. W I m ego L o D n _.f _i _.li i� 2 NNN NNNN NNNNN NNNNNNNN NNNNNNNN NNNNNNNN a m % YJ _ O) N .a D C/) O 0 al 113 `� NNN NNNN NNNN1%1 IVtoN SVt�NNN NNNNNNNN NNNNNNNN V//� J —1 _ ma m m ?; M C m ao ao D o -. �00, ���rbC', W- (00 au-0 M. Zoo— ZmN i�Qr �mr Z5 0 mco v5'� mm 90 D in -0m QzuDi �r':f5.0 Hai m C0 mm-1 oZ-WI wmm 07K z^ mm Z f7i -�4-riz r--'p t3-1m o�Z -1-._z z�z v-ODz D -a.�Kz � DNZ 6)2j D-_tG) z0 - 0G) Inoo �3 �Z0, -n.iti-10 u'nP InZai mZv'i z_:�zvi pOm m mDm,�j -4X m09 -< irn ZO- zNA ��c9v9 rCD QOa� D pN- zxCrr- ONrr- 0 D S0r M.aom�,Cr> _ G7 a -Cp1 vCp ZX -G C 'G mC ==W �Fa m U Z; Z zRo;r, ED0Z 2 � 0D v m om 0 '0 =000 mz 0ZnG O0 . z m 0T.O DzO-mz mpm�j G)= co K�D mII �-' m m�0 5;in z m n c %0 p Sa C m o m 9 X_ C C �D 4CO z mo �M C/) G) Dz C3 z70 m I7 0) nC mm v� ^z O V/ 90 D� F�1/a � 03 n im oC0 z �° z0 mz �v —I z z G) FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ®2011 TILTECD, weSPERIES FG-2000 STOREFRONT HIGH DESIEPRESSURE jkss DRAWN BY. L.G./A.G. rEC O iNc. r ` TW 0 MdCaslle BUildingEnvelope 803AJgNA Rd-Tetrell•TX751SO www.OldeaellDBEoom-Fhone 800 869 4567 11/30/11 DATE TILUT TESTING & ENGINEERIN COMPANY a355 N,wr. aetn: St. St MS. VIRMULA G�R� fl• 331� Phone : (ao5)87t-153o :, Fox., (3t15)071-Tsst -mo I: tilteto, aol.eom EB-00�6719 WALTER A. TILT Jr. P.E. FLORIDA Lic. d 44167 11-198 DRAWING No a"' °' " Maim bar aw. j. tYSCAroow o�ic ' OLD tU- 11 b tt s SHEET 10 OF 10 r 01 d0 L 13314S ir litiorml SLO-ot (no 1 XV0 I rwac 7Q0 I 4, am I atw I wuamn" oN �atxLva° 66l-l1 L99"98•a08e1'04d-e=a89PWPI0'm" 1 08LSLX1'Me-PM vodLIvM UVQ ed0l8nu9BuIpim8-a1;S=Pl0 0 LL/06/LL L_ 3anSS3Md N91p3a HSIH INONANOIS 000£-9A <� ISL6k 0 •-I!1 VOINOIA '3'd 'JP 1111tl 'V N311VM 6U.9000-63 trSL-LL0(50r) : Lmd ' Or4t=UQ(40r) : 1Uw4d 091SC 11! 'SN30WJ MNl'Jt1 iA 'SOV '?lv '75 W19r 'N'N 55r9 J.NVdW00 6NIViNI0143 V JNLLS31 IMU yNi '03311LL L LOZ.0 (auoZ auoopinH 4301GA �1461H uaN V 1461H) 3400 9j ,knife ` cnioi3 z Ow a U 0 O U J (7 W Z J m C3 > m Q = o ~ W 00 F Ln U A Z OJ W wpm a) z o} Q U W N Vl Lj O 3w0 U U �zg Q Wnf of a O w ►- U in 00 IQL- Q J =) Z ¢ Q in M ~ U J U O m 0 on.w Ix z (L !;zo M Z N WZO CL Q IQ- IW-a2: m U m z�200 W V W M a�0 W W- C) O>�O N WWZ ♦- 03 W ¢�00. CL _=oa ZOOZ O tL' Z O \ a j Z m 3r J _ M Q 0 U) U F U) o o m O V V7 Z Cz7 F- N ¢ LL_ W>>OZ OLL1 Z U O 0��cr _ � W D 2 ZO0O_}} m�.,0~ w `�) o O = Z LLd I- �o oo O Z _ I� O U Z � ul zQ z W (� Wn WU0 ( Ca Q 2 O Z W 0 O > z_ '} O U7 W to Z Uz' Z V) O V U t7 V1 U W Z Q0 '- j (n W W ((n tri W r= O W z ca Wa.o U Z oO to �Z to > o_w z z -00 w ¢ N a� Z U1 = O -U z z_o a Q �ir mz Z 0W ¢ 0 < J ¢ i--. N ¢ Q zZ U N O=¢ gU w O > u1 Q o{^ J Z)Z uj z n\ o Ll_a O� Na z¢¢(D "z o W �¢ O Qq N W �� �a WU ¢� ¢Z O >F-E't~iS c� ¢UQ f0/.1N 0' ¢� ^l=il O ul ��= o� Q o Z o �Jg o C�i13 0 W zz z¢ � a oL mo � w Jo F o z �� ZW 2 W zU Q3 x>- W Z 0O tjj Q' LL U Z OJJ (a z O Zp �¢ ZN �Qo� �¢ (�� O F-- m O O Z F'" v J F- Z o Uj * Z D VI .._. Ln Cl �� Q R0 W N D O U z¢ o f~!I cr Na _j m U z O Wa Z wa W(x �cUQnI ¢z w O U caD Z 5 W Li IrLK a. � WraQi rv0 o = 5 Z > >- a0 oc9 ��w[7tn ¢¢ >•• ow Z �W M W ,arla OW N ZO ME WW oN oW �zCaZ U) OW wW Z W QQ 1 W to ZQ W U t- � WZ O MW OZ=) OLd¢= O O p� ¢ V) W U W d O � d- J J QO U _Z W 3 Z tD 0 _j _ ... N W W }d Lit ~ U W U W W V O N C7 m Z N = O J O Ld al W W U C7 J 4 J Z J W m W Z Z � s: c6 (n (n ¢� � � Z � F¢-- CL p � vi D: 0 Ca ¢z N 0 O (a UZ O t¢ Q L7 x 03 OQ ��M- �W 00 WJ (n Q� W L!i Q W N .11 0 N= o V CL OZ� <N W= aT a Z I- ,z W Q ltJ = {t! ¢ Q ¢ LLJ .¢ W s G: O = > J� O OM O t- = O O O g7) Ord• w= z Uvz Z Ewa zM a lL 0 Ln 0 a CL UlW (A ¢ s W C7 C0 O U � OJ ¢ w O O U J m m lL -1 LaQ -A CC Ln n. Q Q W = W to Q U z N W O ril l � Z Z r- U, LLI 15 ti Q U) s W v W Z O N -1 W O m O 0 0 O N Q� O O O O N N M d LA t0 I- CIO .CA O - W W W W W ui W W W G W to = vL wcn w (z m (=n v=i (=n d W O O 0 N J IO W >- U Z N UW M 0 Qo 2 OZ WZ J 3 a - E N O C) OQ0Ww Z>_~ VDU WIZ =Ocr 0 rWZ 2ZaZZ OVO Q O=F� QNCyW Q z O W¢ O J o oWWQ O°t._-,z to>=ZW zJ U) Q z O U) Z Z oWOL�W CaMCI V) PF-gW En O T z O a W V106^0 WoO Win�c3W MJtn CL W N Cl0 tL) zLi< ~zm Q O �.O.O OW >-ZN ZZo ZQa IW (3 W Lit :a O O a: zOr. W�jo� O O �=Wvx UN(7! o x >a< mO toow aOQ -►OU� OM >W<p Ww WW p�oNF-V �Q� QSa:W FyFy mW Z 0030� >t-_ pZUUZ OXW _Z V)WJ hWx Ex CE 3:0mn� Wtj<L ZvQQN 0JO Uc,xMO 0QU Wmao0z ZO a Li- tL. Q ? N 1- Z .m� W O Wes= rn W z0 (nm� Le3W 0¢� 'MOO7pw0j Q ca 4 in tli LL N ¢=Z N WOU NIZ¢ I IL W In U Q (nz �(n Z O trWO pJO= wza x U ZM QQ¢ UO�0 C) 0 ¢ m 1 Ir W N z 0 0 p'�HOW� WJ WIL_W ¢ mW Q U-)W M 5> W H O W�Q W USN m m a O �2ZO QZ�_, _ OWO SO WON Z W mW CL v) ¢ = 0 w > O Z )- z V)O�O 031=- ¢ OW m maw zl�-g� =-Z CrO Za Z 00 M Q 1-50 U�HW trU Q mm 1-0za-moo U) ¢ �a WWW ..D(L >mzto+� ONUi IE U Uul -- I(�.I Z) to Z. � O lLj p V - omo a w a5 O OI? Ln L) U JW =x Wq z¢m it�Wa.0 W O O U Wz LL r 04 M_ N c, N LL) Z O,q- O N N V z N2 U W 3N J F. CL3 O� CL O U (n J C�7= W LLI Wei 5 m. O HW CL Z Q !Y O V) H m W J: J ¢ W W IL W N O z m O 00 M W C O (r a. W LL_ U) Z H O J WLC Lr, CL Oc M II C] L W = O LL ZU Q 2 a Wa 03, I.- It w LL =)_ m V W LL = 0: o� m` (� U Y � U m OC 0C O'} 7 S x _ w ui = O O Z_ H lL O 11— N Z 2 W (� O EL O N LW 0 3: w M LJ ¢ F 1- m = J U m J O J 0 u l Q W O' Ir O O z m W z z W U) F U V- Z C) (!) S CL O )=J �W U O nW o UWLLJ� W Ul �� C) a Q U (an W W m W V W < Z W Z (If JU m00 W O= o mZ 11 W ~ OUl WH Lil :2 CL Oz � U- 2' w _J = Um - Jw0 Z�O> H WO JW zn- m O ~QQ Zx< O J =O Ow = O Z o Z w ow of w J O U U ~O d O O O Wu- cy- m In a 00 of<OV) O OZ 0o ma OW QzwF -QZ (a 9 Z = LA 3 Z 1- W m � W ,WLJ F- O W Q fn IW- ZM am F- Og za- bozo Z U QQ zo Ln Om C)wH z ¢a'�U ¢ o t]R dyQ z� oW =_FA ¢ OWa� -JJ N VW Od Nm QQ ZW< in O~0W U) Q U X 0 R' W 0 � waw (r�l �OL W ¢0Ow ¢ m J~ >0 a0 WV) J0LL_ W }'(2Un U a. LL_N J m 0- tY Fo Wo z- Oo Wzz Q O00W 0 (n (nco a_1 3m LPE Wa-0 L' Iru - O U F r7 fn 03 0 0 W O � O O OJ w 0 WICL W Q O J - O ?rO =W O ZV oc j W OCR~ 00 F- N ~ F=- _ = Ca W LL_ in Z W w W a_ � Z O0 Z~ W W J OU 0 m� Q= W V") My� OFQ- PI- ZoZ 0 :cxa.0 Z cq 4 L- W W W N w W F- Q W 0 ZN WO Z� OS (¢U C-) 0C7~m m0¢ N 0� ¢� w QmO m Owm= =m F- U) 0_ W I=-� mm a o _ �wmJ �~ O x o0 0 Ul 0 CL ~ o r' U = = - a. LLIO �0 00 (=noZg: 0-, C)WO � U2LLILd rL0 Z 3 vi U ON Z QO d� 0NW (L (wrn ¢V ZZj•t �C 7¢ wC) ~rF`-C 1--JWCa zlY Q 00 O V Y = 2 O LL W 2 W J S Z 0= LL_ �� r7 a O O U F- U U O O 1- wI : O O W� 10 =O mo QN too N 1"7 •a' t6 (6 r-: O N 00 0) .- al 30 Z 133HS u „ szo-ol 010 1 L9Lt+ B '?!l valmo'13 '3 d "Jr IMLL 'v 21311VM 6LL9ooa-83 W OD IODOW 0419 :Ilnw-o Lss►-tacs") : -3 ' orsl-uatsoc) : aoWd 99LE4 13'SN30:Y.0w19oy^^ S09 'girt •'ts -MST -WN sm ANVdW'��Nta33N19N3 JNI1531 1n111 ON JNIMM 66 L — L L uA M u>t uw NC W7Gi0 .w .ua 199"99-M Gtz 1d - W0 '" 3890980PIO o9LSLX1•a-9.L-Pa iodiltlm „�sdojsAu36ulp!nG opeoplp 0 31va LL/o£/LL 0 3 3 1 �..: 'D•vPo*l 'As Nmvsa 3mnss3Md Mpa H01H NONA3NO1S 000£--03 S3163 ONI'•0031'ILL Llai.® (auoZ auooi.unH A113013n 461H uoN V 46iH) 3000 0N1a-line vcni033 ry I W e I z O O J n J I �C-D w J 00 J LJ_ C J U- J Y U O m m d- r 0 Z I f— U- LLJ W o? 00 i7 n on Y N r7 I� v _ - r\ N� o �S d; o L L- C. oil ) J <se>ooeo J 0) J O N N ml :D U (nL1_ r oL 10 £ 133H5 r Ll III sao-UI ago L9ltb # 'a!1 volsam 31M I --An I Sao rrouaaann on w -3-d -Jr 1MI1 -V 8311VIA ON 9141fAv cl 6LLS0DC-83 L9B6.69S-=GUOUd-I+Im380A'2PITM" woo'lon6walig :Ildw=a 66 L — L L ccul-LLa(sw) ' 90s • o¢sl-LcSWQ ' o'!wd 0%9LX1•II-Ml'PH FotL1d688 99L4£'a'SN30L Y}IOl11A'SOC'aiS"IS'Mgt WN SM 31VC! ,,, edojeAu36uiplm8 ��}$B�IE1�0 � AMMOD ONt' MMON3 V 'VMLS31 11111i t l •'"' O :) �'11 •� di 321t ssmd NOIS30 HSIH :JB NMVNO �NONA38OiS 0002—D3 SM3 :)NJ 1033LIll L LQZ9 (auoZ auooi.;.jnH AIPOlan y61H UON V ON) 3000 ONIG-1108 VC]ldM3 ci z cl o O W cr O $ N — Z it ¢ U O O U U O ¢ U W N. t/1 N O Le a Z m N_ In N Z ¢ O Q �- O O W z w o ° o cr U aUa W Z W Z U W N W H W Q■ a- a i 40 lu U z Z V U U �dj m % Z N O 0 0 0� U Z 0 j W l J LOii U W NN W'La tLii W N l� l co t w 0 0 0P 0 0 0 0 w> C3 0 0 Z Z Z Z z Z Z Z Z Z z Z¢ 5 MO W Q Q 4 Q a Q W W C Q Z a s w w w tO t8 to tD W to -- a to L— R 1 M 1 M 1 M 1 M 1 M 1 M M 1 M I M m M m M p �J d I M U l M O a tO to 00 co w to to tD tO w to w tQ w a a in �Li tp `coo U a O V1 to J a w w m w w w w c� O J dQ {� c Z a ■ a x a ta_ e d• • a a O to 'co a v" 0 tf N O O O 0 n C — yronO w �On x x x x X �t J J x x x x a x a a r X 1 § O O �- En O d O N N N = O IIn u7 a 01 GoUo to O .N- O O � N — N N tp 1N- tV .- .- = O n . C3 M • N z O x d N cV .- x x x x x x ° x N r X a X X X x x a a a x a x r X x Z n• • : a O N O• O m d x a i� ai aLt�� x 4! to N to O O O o to O tt7 O O O in OD It En t17 O O m M Go r O ql � O O 00 .- L11 N t41 N p O r, r Z a � w W O V�7 IT 2 03 W �i ce W' Z_ j liJ Z W W all ;.+t "' l�. (n Y N I W Y aUa Y U W m m _ N ID O G¢7 m W �1 Q O Z z tr NaN Q <QQ O la. U r 0 (� J Z Z Z Z�� O J� a' f_ p W� N Z z F Ii O J O 3 O 3 3 N 12 y J ��j -- N Ln J_L d: Z' = w L- � G a� O p O 0 M = O N cn LA a Ln = 3 -� W v1 U M I W � CL m D M tlj 00 .- NM N O �- d 01 N O O O z M v O O 0 0 0 •- to to to N O m O .- MN O _ M .- M - Mn .- - M N- M M - M .- N .- O , Qo _O N O O N N N c� c� [I I cI cI cI C7 to c� c� cii w rn L� t�I c� 0 M c� lI Ll. O iL lL W iL W W LL- ta. Lt_ tL La. cJt Q: .li W w W Li lL 0 z - N L j tC� tla � to f9f 1 O . N — 1-i 4 id tO rz O 01 N _- N N r 6 z W ,W J J 0 w w L -n E _ t7 D. Q C O N .o Z v W 2 %1 v N � IQ 4O4 o)loio I `z. 0 t7 v ? -�E 9 ot1 o - o - O S aLL= d d O 0 .m !- _i m zo 0 a a o •�• LL O -o 6 CD 0 La o w^ J a n J N O v � 9 t1�zv �oZ fnN sF g 15191 o! 1 � Q O co 41 O 0 -H O co -14 O do w -H O ca -H O O w -H O O 0Ln ii to w -H tp to m -H O O co -H N Ln m -H O O co -H `- m ti7 •H O 0 cO -H C*ja - - - a M N a00 M ^� W 0 w 0 r- w n LJ �, �Z O * ram+ N ate+ r+ N � +�+ � � .NO .N bi to r 00 r r It r r 0 (0 n Z — N M n d M /to O 0 o o v o o C Vim) O o 0 0 0 0 w w Q o 2 2 2 E I .i vL vim- w vim- vim- ,i m z O * .2N Z c Oo d- O w N w aW .- N M M* d' En CID 0 n �a M J ~ Q F to U Q�O.O�tan W MOO ZO ZN� a 'C) V S Z d a N z ^Ing —M N — N~Cd v J U H L. l F at !0 t, L33HS i L19tbb •�!l volso-b Y t OC ttSLO-Ot Ol0 atve autdrma -M •gut auv �= •e nv 3'c1 �p 1J1111 V a31lYM ON JNIMYAO 6LL 00013 1956fi98�08 1d-��3888S�P10' woa•looscoallp :Doty -a 66 L — L L I tcst-ccttlSaclj= ems, otst-ueCsoJ :.ova 09�4tX1'lI�1B1-PZy podiNE08 99tit 'U SNiWMJ AHIJaIA %oz '21 ^t5 V39G WN SSf9 ANVdW00 �JNI833NI�JN3 �Y 'JNIlS31 ll'Illl alva �, ado�anu36uip�mg al��Pl® •, N � � � 3 „ Ltia�ill flw/'ol MnSS38d Noma HOW .AS NMtiaO N0 AMIO1S 0002--J3 S31N3 �NI.0�.alau ttoz® (auoZ auOauJnH AT!001an L451H uoN 'R H61H) 3000 0NKI�I(8 ` G180-13 z O --1 Jj O� a M 0' O0 0 vi K.S. w 0= C] O n 0 `Y V J W Z t] F- a � w ��yy L.L_ L LL LLi z [� z :4 u P�-7 4� u 31t/ 4 /�cs ;VVIS 0 c0 W W W V7 U w Q � W w r L" Lu W � a w 0 r � w = W Z O J � w U ri W (/7 w W 1— Q 0' wLLI U) U 0- rn m M S (/l w Lli Lt I M w w w z U 7 U w L ZtJ Q o Q W .. oo N Lo �- w Lij = J CDw w _ = z Z cn J J_ 0 U Z Q ri Oz U w (A w w < U) U W _ w Z 0 z ¢ V) UA v Z Q u w 0 w O t� 67 tij ~O ¢ z 0 < m Q E 0 Z LL :;! Q z N � Q ry- w w ~O 0 0 0 1. <44 w a 0 Ir 0 Of 0 U) X_ 5 R ZC D U) mo rn D � z z Ln� _q U) � c C_ rn D nl co S Z -I S O D �] S C Or �r > O r, I Z O r Z D D C: _<o C) Z D �r C � r 4 pC z> "17 D nD Z � O C7 m cmi. IC r II D X U) -i O 0 Z G) C C m f m r= O z r- I� D tV -I- z Z N C T- r-- f— r O z U) Z N II � C r r- O V) 0 m C 0 z m1mumz n < L. Z O 0) Cn .P W N �) C K XK: C K- X K C C rn c z c E] C z c m C z rr- z � m F z -rI F� fr1 r z -rl frl z X z zl z z z z m Z-n m ?� x_K m K � m �m I 0) I (II m 0 I -P --j I (W m 0'" I -�i l m -, 0 EA z m >N N z R O N z m 0 D R m Z m O D rm Z aTi D m Z o D rn D \ 0 UD p p pp0p<//Oopvv,.� •*�YjENSF' �C 9 pii ! - 0�111111 11 OMNI, 11 o,,il IL koffil L 0_1 I+ I+ ff I+ I+ � m Q A �C o ca'i1 o 0 -A.� 0 ra zNm0 o 0 Q S3 a �WW O-PPWW0 MM4P6WW00MUI.A.PWW00MMA�WW co m m no I r I II o0)600)oa00morn00cS) I I r I I I I rr r r o0 r r I I r I r w00)0 -" U1OV.0,CnCA0)VC�.P.ACnCAOVCO-P--4h•U1U10)VW0D-PCnCnOVODODCID ",- - - - - - , ,", , r CO) -06 CDNOOoCOO CA) (10—O�En.POWWN00A-0 0►OC71-� o�P 00 0 ' m �� Coco OoVVCoOOODCA0)VVODCoOtDODOVV0oC0000000-JCOCOCOCOODOD00 1 L L 1 1 L L L I 1 OOC'00000000C)t000I00..000h-�CfJ00000N0000000 1. 1 , I, r r I I I ► I / 1 1 1 1 / I 'A m N _ Cif 0) 4bb Cn U1 0) V W .A -IP CT U1 CA V CO .A .1 01 U1 O V 00 CD _P6 U1 Cn CA V 00 CAD Go 0 C i- ," 1 ," ,' ," ,- ,- ," 1" 1" ,' ,- ," 1- ," 1- ," 1- ," ," 1- 1- l.- 1- 1- 1- 1" 1" ," 1" 1- J D 3 .A-L CONOODCG)O CA) Co00Cn44-OWCONCO.01- 0004h-00U1j0a0 -' -' w m C 0D0DCDVV0DC70mCn0)VVOCmGoCo0)VVODCD011ODamVOODOl0www Z -,-,-r rl", ,',", I r, ," > 1)C Lbm0CJt-�C0000oON0040000CD 0000(000oCOCAC:I = " = = = = T 2 _ = =. = = _ = = = = _ _ _ = _ _ _ _ _ _ _ = D V 00 C10 Cn V 0 0 00 C31 U1 0 V V CD U1 0) V V Co OD CO0o 0) 11 O CO 00 co0o Co� Z - - - - - - - - - - r - �J `� r ," I- r 4h.0ocn r 1- ," 1- 1- 000Wocso400000rn-•00000-ta•000000 I- I- 1- 11- , 11- ,1I 1 L- 11- ,- r- 1- ,- it m CYI 000rw000000cocfloc0000o�c000000aa000000 D i _ _ r CA o> m 000 0000000 -�co00000-► 00000000000000 pb F. N E 0 C U 1 E o z :s— c E 0 z U n T D m m v n co n o CZ m Cc n m Cn Cn C m z C Ir r- 2 Cn >F FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) cam TILTECO, Itz ERIES FG-3000 STOREFRONT DRAWN 6Y: I HIGH DESIGN PRESSURE LG./A.G. ��. �. Q 1Nc. O�dCdSt�e BuildingEnvelope 1W 1t/zD/tl DATE � TILLIT TESTING & ,ENG NEERING COMPANY �IR61N1 6355 N.W. SSID. St, Ste. 305. GMDENS, FL 33166 Pno ro : (305)877-1530'. Fm : (30S)871-1531 BW Airport Rd - Terrell, TX 7S160 1 1-199 e-mail: tiltec00001.C6rn 5-0006719 I www.OldlasUeSEoom-Phon&800$834567 I DRAWING No WALTER . A_ TIL UT Jr. P.E. FFORIDA Lie_ # 44167 p' ,1 ° � OLD 10-025 DAM' 0- 11/W11 s a wre SHEET 5 Of 10 o t0 tD 0 � o f a rA c O W O O) co O v .Ta O T. i n moo mAA W W MmmmAA W Wwwom.taA W Wo0 0mAAW Wmmm}p AA to W � V M aDomomomooDornomornooDoc,00DomoDoom00)40 c,00ibaiooto < v o� n v v a a n n v s v a a v a v a v v a a a a a a v a v a N W W Q,AAm0Nw V ONO)Om Nm W W A. A. mmw AV NV:11,(A no AA N((����}}�W Oflt Ul WAAUtmm mODNVNmm50 W WAAmm 6(b 9m9 CA 00 U GO VOGGAO?. CD ACD�?-•OC41dCAb00 WfJ Ut .P. �tOGOOD Ut (DOO[n1G4 j� ,ti WD 0) .Zl mCngt�mmm�Ci, 7 ?_',A cIn AAAtAmmmmAAmmmmmmAmmmmmmmAmmm(Amm O m(DOmG1mmN V OOmmmmm000mmmm�lO00mmm000t1i0�'10 8 `A Q bO-�OCOOGOt .�b,bCG CaG�oO-OoOCO)CCb bO Co G-C .b OOO OCR a . - m� mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmfit fJl mmmQl O)m 7 m m OOOOmmmmO000mmmmO000mmU1m0000(llmmmOOQOCJt000 U bbbObOoobbo0obbbbboobbobbbbbobbbob000boow -71-►wq AmV CD W V OD WmVtD NNW W CA Q Ob ��NNNNSW--►-�N..NNN. O, mONAV V GDW r1-j CA C.�CA 7 11 71 r" IJ CD CJ COOOOCA WM_MNA CDO �<DrOdfJ bb GDNib WCJOG -, mfJ fJV ODO-� VUI 46 ODA b. All N N N N W W A A N N N N W W A A N N N W W W A m CO mNmV N N W W W A A m a Vm N N tJ W W A p1 m WAD fi7 mf01::44 3 z Q W m0D m0 VNA. w m OD A CA CA CA w V Pso V NCD A W- W N W V O WM CD-1(A 0 W V m 0 11, co m b CD W .A�� -� V V O O VI N fit .A 4) r� U W m A Q I � CA , (n dl N� W W A A m m N W W WA A (A !� W W.D. ZA m m m W W A A�tDmmmmt0 A m m m W WW A A m m d7 W V N<DOO 7 U m (p � 00 AV N V A{A d w.l, C10 CJOOCD tD W mmAfDm IJ fJ CDN CbCC(h m0)N W;JmmW OFJ 0 Vm b C �10 0 O C U1.A b wa -HOC aD ? m�O A mmmmNmmmm mmmmy mmmmmmmmmmMto" mmmmmm m t to Qi p O O (J t O O v N D D O O O m m m m CA O O C p C O O 0 0 0 0 Vim N m O O O C O G O O 0 0 0 O m m m m b C O 0 0 C C O 0 O. O O 0 0 C bi m m U 0 0 0 C C� 0 0 0 0 Q 0 it ,p W WC a M FLI�1 m m m m m m m m m m m m m m m m m m m m titm m r�i m ttt m f7f m m m m m mW1..8 OOObobbbbbbocobb00000cocbbbibocbociobccobm m ' N W W<4A A<A �mm 0 f) ~ N NW W W AAmN tAVO W V Vmm N j W WAmmNW fO toWW OmV W WAAmmN 041. . N. W W 4, !D N(A Co A AM PP tog 4 AN.9)!J(OO U Ob W W OLns O)OCJ NCO-+003�GOD C0 �2. 4 0-+1 CD O taV Of t�O)GOO��CO�W-`()t0 A D N n Z C CM W A. m m m m m WAA mmm m60 At11mmmmmAAmNmmmmAmmmChimQDm d1 0 0 m m m m A /D 0 0 m m m 67O O O v v�. O O O U s V m O Ui m m m O tnA OOOOCO. tD W V O m Vl m m 01M AC000a -+ Cn to O 00000� 000000 9t C CO 0 a 00000 m ?` m v D•1 m v o 0pppi Ui cmii00000_tmi, �1 iA,�m7l naoaa0mi_(Muln (� 0000cmii;mm a000ma.00 n m O O O b 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OD M c o oo Co D �z >4 1 60-- 17D Cl)N co�t� m ZOo�' Zmr M z5 0 0EF0 mW J 0 D A �-0-n m.-a> co T00m> am Nmv mzCh mm—t oz -11 Dim o -ym� zg"mm rn z ?`v CA3'Z zid-Z DzZ�Mr.z X DNZ la z 4 D�z z O 01G) m' O 0 -le -G3*zLT It -1 W_Zu0o r!3 -iO Z,,-16o--4 m luIT!x M>m -1 MOM <-m 04 Qo0 OX �n 2 z r DO0 ZD ZpC � ��mc ("n � m zOr -0:-j ��anr y �0 O D-t1m -ZC� tna,n Q mmZ0 m pIt V �-I co =�z D-y M -4y .m.1N � >O �%1 O� S �� i -I,-, O > ao o 0 C g � m 3> Cl) � � u C MCn E O j1 z z X T. N c CD ;0 fr m n M r.l W U)0 0 1 ?� m z n o �cM 0 D,Zam A 'D V In =1O LSO D M to 4o�mL K O LIP CD D a m z<: O M En r i i I P. c Z N V 4- �P -P J r zO Z C z m Ill a A � —nj a°G°'°11004f,p,"�� FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) o � ema��@• • •• �G ENs •• .</,p a01, TI�TE�o• I�SERIES FG-3000 STOREFRONT DRAWN BY: ,\ V F •% I HIGH DESIGN PRESSURE No. 4A�$_ 7 ; �✓ 3"'�-}! 11LAdt INC. 77 30 71 ��- OIdCastle BuildingEnvelopem DATE e \ TIWi TESTING ''& ENGINEERING COMPANY •'Q ' %�� �' ,ry. \\\\ 8355 N.W. 36th. St.. Ste. Soy. NRGgINL► CARDEM FL 331B8 803 A{1�1oti Rd_ T6tien. TX 7si6o Pheee : [CM5Z7ISM . Fdir . CM5j871-1531 1 1-1]OF10 �iC` •• �� 0 IDP ••'• ��' `0,\ a -mock tIMCCODOOLCom www.01dcasUeB�com- Phone 600 669 4667 EB-D006719 DRAWIN GG WALTER A. TILLIT Jr. F.E. ar.M' D AD» oA1c m+ 1r Dtspamar eAre ; .Er � WC_A IJR79/DATE FtgRI. . 1 Y 44167 t OLD 10-025 it /t 1 3 SHEET 6 I w1 e J ct Type: Overhead Coiling Door Manufacturer: Overhead Door Model # / Series: Series 625 Florida Product Approval #: N/A Miami -Dade NOA: 13-1121.05 0 c M 1 O N w W m C� O Z a 4 O X O z 0 i- F o a �N I+ I+ 1+ 1+ ;C1 1+ b m rn o o � MCoo � to Co z�o� o C, C1 p O U) O 47 m CD CO) 'v i A CA)GJ N N 01 -Al, .JA ca G3 IV N C3t .A .p W W N N CYI -A � Ci W N N pt Js P CA) co N N p' 0 y M r r r r r r r� r r I r r r r r r r' 0 o 0) o 0 0 0 0 C) o o Cn C� o 0 0 0 o o• Q C3 Co o ai o Cr o (arn o 0) C). 0? o _ -i ' m A 4n, C31 0 C31 CJt Cat Cat C31 0) o o CD C) M o 0) 0) C) LM M o 0) 0 o M o M M M 0 .A- - - - - - - - - r- N '>0 b x r r r r r r r I I r r r r r r r r r r r r r r D O � 000000000000000a)0)a)000cAoo0)0)0) �o�oo -- z z � c I G7 Z m CA ;a z m -nco -+ z c� 0rn� dig FLORIDA BUILDING .CODE (High & Non High Velocity Hurricane Zone) 02U11 nLTECO. INC MES FG-3000 STOREFRONT' DRAWN BY: HIGH DESIGN PRESSURE L.G./A.G. I T� ;� E L 0 - 0 01deasile BuildingEnvelope 11/m/11 DATE TILUT 7ES11NG g ENGINEERING COMPANY 6355 N.W. 36U+. St. Sb. M. VIRCKA GARDENS, Fi, 33106 Phone. (305)rl-153D . F : (305)B/t-1S31 'e-mailItec0aol.com 'e-mail: 803 Airport Rd - Terrell. TX 75160 www.CNdmsl,feBEOom-Phmle60Q-868-0587 11-199 ti DRAWING No iEB-0006719 WALTER A. TILCIT Jr. P.E. FLORIDA Lih. f 44167 �• N. Matrall" ua av I+. e�Imnn v►lc ' OLD la-M n M11 ' SHEET 7 OF 10 0L.40 8 133H5 s ; c£ a st0-01 a,0 L91ti 0 •*n valaov 3•d -JI. 1MIL -V S31'1VM 6LL9000-113 Wo3'1000—lul :1L0�+-a 101-11ecSSpp��,,) : -A xs�-)cacsorl : ���Ia 99L££ 'u 'SN3tldvJ vulmh %GS 'als '?s '419£ WN SS£9 J. WA00 9N1833NIS143 V ON11S31 inia ON aNIMV80 66 L — l l 31va noueaam .M way uw Mauoama ql xn I� LN"99-M�!d-lUO aso8 wpjolmm 09LSL XL v1Fau8.L- Du 110d11M�E08 ,�adolenu36uipjm8 ellsooplo 0 31Va IL/oc/LL '�NI Q �/3''1�L NMVHa . 3mnss3Hd N91SM MIH N0 IAMO1S 0002 —9A S3IN3 Z;N1.0Z)31i1' L10Va (auoZ auooi-j-jnH 41!3010n 461H uoN V 461H) 3000 JNIQline vcni 13 I J Lij r) Z 0 �F_ V W Z 0 CU J J_ 06 J L 0 N wr' 0 2 W 2 .a 0 w a. 0 Q T b G d U W � (m On w X U 0 w:D a 0 0_{+J p O G Za (n w � z a W U )n ` N lLi . • .a W •p . INZ R oZ o ooz J 0 J [yl �m 3:v mZ0 00 Z 0 wry v w J z w = z 0 N U U) Ld J C b In o Ld Z w cn cn U) tw— czn w Z z w �0 Q Ld L<iw w w 1n (or) _j O wU zw w p= 0 0 Q� �(� �M m O CIz �< =m IV .. LL_0 w �= g►- H �L ow ow(n u �v DD z 0° a 0 w 0 Clo0Z 00 m ¢`m o Z o 0 Z m J O 4J <�v N N *0" 1 Q Xvvq v i 31 �SA/3'3\1 ' • L°� m v M V) W w W WO2m W K W 4 �L� icWV1 NCH Z W \= Q 0 ^ 0 Z ''z CL p Q wozm J O xwV N � Q 0 �= O p (ArL w iE P CY z m w 00 (n v CA LC") a w Z t5 N Z WU W 1 I •.� ' .•mod P 'La W Z m BWM �Qw 2f V it W N N�F-Z V3 la 0 A � 1n w w Z 0L d° 6 133H+ [ ll U 5L0-Ol 0'10 L9 L* t "on volaola uva MaLucma -4 u.0 mmidw c 3•d '�W LULL " 3311YM ON ONIMv80 040600=83 199t�i99-O09 mu04d -u aeops�lO.� wog 10 Xb 7,- !l c>ww-a 66 C— C C L£SL-LtBcsOC) � ,m� �• orsL-Ll.9tsa£) � a++wd 0ua XL lowa1 • ps uodw 809 99L[£ 'U 'SN30NM3 Y1N1081h 'S0£ '915 IS •4199 WN 9SG9 ANVM06 SW33NION3 )9 6NIJ,S31 11TI11 IWO , , adojanu3Buipjm8 ef;smpl00 • a N 1A 3 !�'' ll/0£/LL 32If1SSMd NJIS3a Ham ""`"W° NONA380JLS 0002—D3 S3lN3 �NI (auoz auo3ujnH 40019n La6IH uON V LAH) 3000 bNia-iin8 d01210-iJ W Q� U) z 0 I— W V w U N 00 m 0 M N & o "' - Zti allo ¢En �� lW W� LLI NW L~il Olil Z W QN J= (n U OJ O UN IQLc° n Z= Z �O m o :2Z N U UJ w XJ in 3 UN �W 0� WW 0 J pU O<L� tiLC7 wN z a UI �g oZ �m O Z Z a. m 2iI w M = N n � Xp�`moo W0ir 0 N N \ 3 a 0•3 'NIW— 43 •NIW ul Co OZ 00 ce =m i� W O w q 2 V) •°' -r 7 �- O m W U °"W wo± W Z Z O �+ io W �f�JOUV 1¢i o g V)ZJZ� w000� � ¢ W V 2 V V1 0'3 "NIW a 3 'NIW z 0 J J H Q Z H U W J in cr p O Z it T m --JjL Fn �r_o Q0 Z. W T m V. m p O Z 10 26. f Al w 0 N 9 0 cc 90— ;."29 � 'oN 00 Q Ld �o Q (AwO(n Z mzZ:5 mW Oo U pU zwly 0 ly ZLiOLiI— OW—?LLI L _F-a ¢¢ Z-1-c~n M<ZLd 0 = 0 C 0 0 8 ZowZ¢Z) g Z -74: U 0 U x cr- OOWIiIW X U W Z O Z MMMOF-00 >LL.I QLjI—0 az owxao E J z g z U zV1�i0U<Ol¢i N a �-0 O I W- 0 uj O �3 D 1 1, Y O �Z � m � X Ch v m m 0 En m tm N �Co N\\N"T AAX A'k,l fi 'rt s o 0 .p 0 o 0 cAil 0 o 0 �n 0 Co Co aDi C= b c z ran � Acow wAAwco OO CRAAwW wwCisC11tk.P'c6W O0)•CACisAAwCJ0)mmCAA IN, Cow N 1 1 1 1 r 1 r r rl 1 1 r r r r 1 1 r 1 r t 1 r l r r r , r r P t r r r Cr. 00)a awawa warn0t)a0)a wawC)mc ma wawama(DcO wa0)amC:1mn I17, I- Z 0 _ = - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �' Cr7 Z a o 0 - -, -,,,, _ __ ,,, ,-,,,,,, -,,,,,, ,,,,,,,, a .0oX- � T o NNN NNNNN NNNNNNNN N{�1NNIVNNN NNNNNNNN NNNNNNNN rZ " m O O A f� Z is !D O In x m N {Dw/ CNN O--NNtV 8 NNNN (0 K)N) NN O�NNNNNN NNNNNNNN � Z TO Z aE s 0 A m C N C O m � 0 ---1iJ1 NNNNNNNN" 1 w " �� KNNNNNNN ---Z--- N � NNCM m M O) Obi N In r. C ip o -1 - -f -1 -1 -i i -1 .i -f J J � ->. J -1 -i ..Jt J -f -► .1 -1 -► -i -a - - 1 J -i -1 i -1 -► -1 -► -1 .i -i 0 m CU -w � n �I NNN NNNNN NNNNNNNN NNNNNNNN NNNNNNNN NNNNNNNN s � C 3 m m m A. TItZI s 0 °�� • �,�C ENS'• �� p,�••, ItoR1P ••.; S'MmLd(sl", .W�E 9 ''-nn^ V/ z m �m/� Vf �n �Z 0) v 17, c o av ao > m 0�1 --' �°�LJ' rocs 550-- (n 0 7 D n G^) tj_ NONaid c. J q) Ii, .. -4 r t ZCo. o m Z1tr ?� o vi n� D'�r MriL4f o -Ti 2 i PIZ o nZCo�z m-Ivimvammv -1 UZ O z�s w�C ZD zM -(m -1-4z ou a_,�mz DNz Ono D- a n�0CA. nZ-< O�Z 3�z0 O m- { ��(-n1 mzc4hFMXO .Imi(AO-- Nvivv mM . z 3-0 fn 0�D ZX � nX n -4 a r. cly z� �v � -moo -`-4 F-9, -ao O'nZc v Tcommmo m O9�Z Q!mz m2��sInOZAOz GIt wvi moz wn o n> m p-(.2 G z iR� Oz m it X m v FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) ®2D11 TILTECO, INC ERCES FG-3000 STOREFRON X_ 9 VI Iv m ICD z X m CD X m ^^z UJ 90 n X m v O Z v^^ YJ HIGH DESi6N PRESSURE DRAWN 11 L °' w �' 0 Oldcastle BuildingEnvelope TM 11 DATE,1 TILLIT TESTING & ENG)NEEPING COMPANY 6355 N.A. UK St.. Ste. 305, VIRGM DENS, FL 331e8 Pttotto : (36.SI671-1530 . Fo$ : (3 )s71-1531 803PJIpo4 Rd-TetrP ,TX715160 1 1 —1 99 e-mail: tiltecoq*.com www.OldcaslleBEcom- Phone 800-869.4567 EB-0006719 DRAWING No WALTER A. TILUT Jr. P.E_ °1Y w N WE mv. w Dmesww" w1c FLORIDA Lie. 44167 . OLD ,0-025 tl tt 3 SHEET 10 OF 10 Professional, Requiation, r1a Florida DepaitmentBCIS Home I Log In I User Registration l Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines Professi ►gal +o Product Approval r USER: Public User Regulation Product Approval Menu > Product or Aoplication Search > Application List > Application Detail FL # FL15072 Application Type New Code Version 2010 Application Status Approved Comments Archived ❑ Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory OLDCASTLE BUILDING ENVELOPE 8655 ELM FAIR BLVD TAMPA, FL 33610 (800) 869-4567 KBLAYS@OLDCASTLEBE. COM KATHY BLAYS KB LAYS @ O LDCASTLE B E. CO M Panel Walls Storefronts Compliance -Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By WALTER A. TILLIT JR., P.E. PE-44167 Architectural Testing, Inc. 12/31/2014 Joshua M Royce, PE 21 Validation Checklist - Hardcopy Received Certificate of Independence FL15072 RO COI OLDCASTLE BUILDING certification drwo 11- 7 .. t 198.odf r r Referenced Standard and Year (of Standard) Standard Year ASTM E-330 2002 TAS 202 1994 II Equivalence of Product Standards Certified By Sections from the Code T Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/19/2011 12/22/2011 12/27/2011 01/31/2012 Summary of Products FL # Model, Number or Name IlDescription 15072.1 FG-2000 STOREFRONT FG-2000 STOREFRONT HIGH DESIGN PRESSURE W/NON-IMPACT MONOLITHIC TEMPERED GLASS DRY GLAZED Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15072 RO II OLDCASTLE BUILDING DRWG 11- 198.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: WALTER A TILLIT JR. P.E. PE-44167 Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: 1-3/4" X 4-1/2" FLUSH GLAZE NON-OMPACT Evaluation Reports RESISTANT AT 10'0" SPANS FL15072 RO AE OLDCASTLE BUILDING Product evaluation report drwgll-198.pdf Created by Independent Third Party: Yes 15072.2 =-3000 FG-3000 STOREFRONT HIGH DESIGN PRESSURE W/NON-IMPACT INSULATED GLASS Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15072 RO II OLDCASTLE DRWG 11-199.pdf Verified By: WALTER A TILLIT JR. P.E. PE-44167 Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: 2" X 4-1/2" FG-3000 FLUSH GLAZE AT 10'0" FL15072 RO AE OLDCASTLE BUILDING product evaluation report drwq 11-199.1)df SPANS FOR INSUALTED GLAZING Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your a-mai address released-in-response-to-a-public-records-request,_dosot send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterCaldbor.state.fl.us. Product Approval Accepts: M /- tiiV ii• SCCUnL SECURED r-ed by yori519n M sl O 8 U to n \w , tr 6� �L' d 00� $', N ON w t W K _ 3zno LC) Go CO v w O a f7 SM 0 0 0 x L i LL z 1.1 w L) U v zUJ zU U'' cy (n O w N U m A t J O w w U O O w r, w O z • O \ n w co a- � o t za Q 4 2 ca co rn _� \ N � r.\ 1 I I h I I I ? I � \ r Ihl Ixl „ � I � a I �X N ow co x N x z� a o U m q w� ti r s T w m W N T I q w y onwul o w C9 y w N p Z ? Z O O ? o I v s N O m m 8 z w tux z N I U I � m �' ¢ N F- N r Z 1 w O } w a d w X W O En Q oa vT~gicgwi�oY q p p M p U Z z m Z 2 x qoo U q 0o Giza ¢1N m��lwyz0^ z x cZ pJp� U. w w -H co zt, ww:3 Na m g 4 z` �'0wo¢ ,`, s c�wz o �}-mW wQwaJ4F� O a �w Z0. W N CZ7 um, UW 1w-� j? m`} N aZ�^ tw �Uyrj p 11 II 5 r < m cn_ 0 Y a 1 x a `i Z� U „-U J 004 F O q N Y J W w wq M q z m g 0 1 Y q • ¢ w�a ry' w�Z zz` z� o oy ua� J N n LC5 ,It x x a ct W W LO t` ti -i JUL rn T 0 r Q —F - o O a J N r N 0 CD 0 ¢ cn LLJ �r Iry W m z n cn Ni m .- z0 M M I m - ¢ �� • • li'i z C\m Co LL 6 OCN �v,•z � r•�p O� UJ i rr : Lu Imo ,,. . aKdo `� � •� Q t � O• 0 O' �� •••• „�.••`• R� OO J ch ON9 d' Z °7 O Q N V c� cwi N aw 0 U) z zz m�� O O w , O <i U Op=w U I d • mQ LLJ�CD N p N Z m N�iL, N O W CY 0. O N LLJ wv (n co N �'- B¢o CD z� N q �- z )�' x LL0 rw-a W Y N N w W N U a llll�� 0 g g�Mss 8 U U N0 �D Y w MOq I w C" WO bN�E M z J a N m � � yy� W O � ww� 52 CL z Z x� N P O *-44 -H� w6 w W n Iggn ce o 4: w C7 O w 4 0 z M N 0 W U r- U Z P a w y •' T r N N MI :.7 LO (I i U Fy q O w m. J N ❑ Li ^ O!E 0 Wz - �_? wo Ll JX U W wJ �W m N T U � W Q uj F Z i 4 Q uj w_ Lrl N E J W W Q N q 00 F O Iq 0 Q O co N � o OW o m az 0 10 to z H W M O � m 00 w=1 ui Ll V) a O r N 4 .3 H U I m 09 d W N . ' '-3 �t Toff N ^ $ o� �- �•� iZ 1L y1 ry •. �YN. NWU C Ct1 LU ;W � y � . $ Woo w do 0 ••Yj•••• • `�$ 0pJ X o ONJQ O O f O �S2 x 915:1: 1= d o N a� o� oU- z 0 *** * ty%1 W = 7N W W xx W p, $ I• r �$ W 1MW� �0S w g'w8{sue N Q 7 N Q +1 Oa0 �N yy�,p ��FF' Mix5 h `a L �W xU- N Li- ILf IQ0 0 I00 t