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RC-11-1714Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 169095 Permit Number: RC -9 -11 -1714 Scheduled Inspection Date: January 25, 2012 Inspector: Rodriguez, Jorge Owner: PUFF, MARTIN Job Address: 1208 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: COLTRAIN CONSTRUCTION CO Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number (786)553 -7400 Parcel Number 1132050090360 Phone: (305)285 -6723 Building Department Comments SIZE MOFIFICATION ON PORCH WINDOWS & DOORS. REPLACE WOOD COLUMNS AND BEAMS WITH CONCRETE, NEW POWER DOOR AND 2 PARTITION WALLS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 24, 2012 For Inspections please call: (305)762 -4949 Page 23 of 30 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO //k97/1 TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 1 111111 11111 1111111 111 11111 11111 11111 11111111 CFN 201'1R0 73541 -26 DR Bk 27878 Ps 3344► tipsy RECORDED 11/01/2011 09 :07 :51 HARVEY RUVIN CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office 2. Description of improvement: wi, / p s name and address: In erest in property: Name and address of fee simple titleholder: I� 4. C a,, ' n-o JG ,a¢ d p a - anhone/ aWrilfar f AU7 5. Surety: (Payment bond required •y owner from contractor, if any) Name, address and phone ;u Amount of bond $ 6. Lender's name and a •dress: 7. Persons within the State of Florida designated by Owner upo Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: ay be se ,,:y •vided by akaka, 'eta MOW Mete *or 8. In addition to himself, Owners designates the following pers 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: M 267 /2— (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatures 1 � !y, er(s)' Authorized Officer/Director /Partner /Manager Prepare • -y F ' Prepared By — 03 ri e144-J Print Name sue i� d'/ rr ,r Print Name Title /Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoin i st7ent w acknowledged before me this j. day of ee- `76'/! ❑dividually, or ❑ as /// for F Personally, known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature By f0 // ner(s)'s Authorized Officer /Director /Partner/Manager who signed above: �' 123.01 -52 PAGE 3 3/1 By i9W2/ /P✓ r IF-1---7773 SEA' 21 V011 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION BY: 0s NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docum- u tation submitted has been reviewed by Miami -Dade County Product Control Division any +y the Board of Rules and Appeals (BORA) to be used in Miami Dade County and ed by the Authority Having Jurisdiction (AHJ). valid after the expiration date stated below. The Miami -Dade County Product ami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve th et or material tested for quality assurance purposes. If this product or material fails ted manner, the manufacturer will incur the expense of such testing and the AHJ edify, or suspend the use of such product or material within their jurisdiction. right revoke this acceptance, if it is determined by Miami -Dade County Product Co *1 i ? ``' this product or material fails to meet the requirements of the applicable building code. This et s approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 - FAX (305) 372 -6339 www.miamidade.Rov/buildingcode DESCRIPTION: Series "FD -750" Outswing Aluminum French Door w /Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 110-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision D dated 01/25/10, prepared by the manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0103.02 and consists of this page 1 and evidence pages E -1, E-2 and E-3, as well as approval document mentioned above, The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09- 1028.10 Expiration Date: February 24, 2015 Approval Date: February 10, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 8000 -12, Sheets 1 through 12 of 12, titled "Alum, French Door & Side Lites, Impact ", dated 12/23/04 with revision D dated 01/25/10, prepared by manufacturer, signed and sealed by Robert L. Clark, F.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) • along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. VFL -5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 • 4) Large Missile Impact Test per FBC, TAS 201 -94, 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4921, dated 07/17/06, signed and sealed by Edmundo Largaespada, P. E. 3. Test reports on: 1) Uniform Static Air Pressure Test, 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 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4528, dated 02/14/05, signed and sealed by undo Largae ' . E. (Submitted under NOA # 05- 0419.03) uel Per Product Control r .' k rr er NOA No. i 102- .10 Expiration Date: February , 2015 Approval Date: February 10, 2010 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. F1'L -4529, dated 02 /14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alumimnn outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 8. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E. Compiles with ASTM E1300 -02/04 E -2 M - el Per Product Control Ex : r NOA No. 09-10 > .10 Explradon Date: February 24, 2015 Approval Date: February 10, 2010 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/1 1 /10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored i f IIAM to BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, &'L 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI* FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidadesov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window APPROVAL DOCIJ MIENT: Drawing No.4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28 /2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement 1 of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 09-0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmund: Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Per Product Control NOA No 07-0 .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/0512006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control Exa NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03,2008 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1 "X Heavy Wall Aluminum Tube Clipped Mullion- L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT TING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04- 0528.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT des NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a Ix 2 x 44" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E.1 Jaime D. Gaston, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'IRED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER L Notice of Acceptance No. 04-0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0123.07 Expiration Date: June 28, 2011 Approval Date; July 20, 2006 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nu -Vue Industries, Inc. 1055 East 29* Street Hialeah, FL 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series AB, NVSTA, NVHTA, NVTJJ, I KE, NVTT and NVHC -37 Wood Connectors APPROVAL DOCUMENT: Drawing No. NU -1, titled "Truss and Top Plate Anchors ", sheets 1 through 4 of 4, dated 02/18/08, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises and renews NOA # 03- 0224.10 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. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.govlbuildingcode, NOA No. 08- 0325.02 Expiration Date: May 22, 2013 Approval Date: June 5, 2008 Page 1 Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU-1, titled "Truss and Top Plate Anchors ", sheets 1 through 4 of 4, dated 02/18108, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS Test reports on wood connectors per ASTM D1761-88 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report No. 1. 05 -5195A 2. 05 -5196A 3. 04 -4995 4. 04 -4996 5. 05 -5612 6. 06 -5622 7. 04 -4908 8. 03 -4631 9. 08 -6711 Wood Connector AB -5 AB -7 NVTHJ 26 NVTIIL28 Th E -I IKE-2 NVTT NWT NVHC -37 Load Direction Fl and F2 Fl and F2 Upward Upward Upward, Ll and L2 Upward, Ll and L2 Upward and Ll Upward and Ll Upward, LI and L2 Date 06/03/05 06/11/05 01/31/05 01/31/05 03/20/06 05/01/06 07/21/04 06/21/04 03/14/08 C. CALCULATIONS 1. Shear value of common wire nails and steel plate tensile calculations, prepared by Vipin N. Tolat, P.E., Consulting Engineer, dated 03/20/08, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Code conformance letters, issued by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0224.10, issued to Nu -Vue Industries, Inc., approved on 04/17/03 and expiring on 05 /22/08. E -1 Ca os M. Utrera, P.E. Product Control Examiner NOA No. 08- 0325.02 Expiration Date: May 22, 2013 Approval Date: June 5, 2008 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7116" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.090 PVB, 3/16" HS). F. 7/8" LAM! I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/16" HS). G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.075 VANCEVA, 3/16" HS). H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075 VANCEVA, 3116" HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300 -02. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300.02. 3. CONFIGURATIONS: X, 0, XX, XO, OX, XXX, XXO, OXX, OXO, XXXX, XXXO, OXXX, OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. A 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL -4311, FTL -4312, FTL -4315, FTL -4527, FTL -4528, FTL -4529, FTL -4530, FTL -4921 AND FTL -5941. ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 6 PARTS LIST 7 EXTRUSIONS 8 -9 ANCHORAGE 10 -12 PRODUCT «EV'1RED temptriati *Rh Die liftertdo Malan Cede iteeepeuee ''- , s JD Itupkadaist net �?s l� 2.015 MikaavA >; e Pmciast Centre! 6�lvOsU r+ newsy: Data: F.K. 1Wt?M8 Reredey: Dare: 09!22/08 8 REWSEAN0K0 4GE,ADOSUBSILLANDAL7ERNA7ETOP, 8O7TOMRAIL. REVISE NOTES 4 AND 7; ADP NOTE +& Rem C UPDATED BUILDING CODE AND DESIGN MANUAL YEARS. ADDED ?EST REPORT NUMBERS. Rood By: Dais: dR DNS/10 0141,111 Sp Date: F.K. 12/23104 Remaking D G ilaakadey: L.T. NO CHANGES ThIS$HEET 418. 18105 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BQX 1620 NOKOMIS, FL 34274 GENERAL NOTES AND DRAWING MAP ALUM. FRENCH DOOR & SIDE LITES, IMPACT 0 o � FULL d 12 8000-11 D Robert L. Claris, P.E. PE #39712 Structural EXTERIOR 7/16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED GLASS 91 OR 92 5/8" GLASS BITE INTERIOR EXTERIOR GLAZING DETAIL 7/16" LAMI GLASS W/ PVB INTERLAYER SETTING BLOCK 7/8" NOM. 7/16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075" VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 93 OR 94) 5/8" GLASS BITE $ INTERIOR GLAZING DETAIL 7/16" LAMI GLASS W/ VANCEVA INTERLAYER SETTING BLOCK 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 95 oR 96 5/8" GLASS BITE EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS WI PVB INTERLAYER 7/8" NOM. 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 97 oR 98 EXTERIOR GLAZING DETAIL 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER 5/8" GLASS BITE INTERIOR SETTING BLOCK PRODUCT REVIS.F.D eeaeetn 4ilb.t Markle DaIdbl Cede Ataapteace N Rapiratian Date er P.K Oaex 10/12/08 Revisions. 8 NO CHANGE THIS SHEET Roved by: J.R. bete: 0922/09 Revisions: c NO CHANGE THIS SHEET Revel J.R. Own 10: F.IC Pair 01/2&10 12129104 Revlektu: &awned fly: L.T. NO CHANGES THIS SHEET 4/8105 I 1070 TECHNOLOGY DRIVE NOKOM/S, FL 34275 A.O.13QX 1629 NOKOMIS, FL 34274 GLAZING DETAILS rarer ALUM. FRENCH DOOR & SIDE LITES, IMPACT neriesiModek FD760 FULL Sheet 2 e, 12 8000-11 Rev: D Robert L. Clark, P.E. PE #39712 Structural Table 1. Maximum Design Pressures (psf) Configuration Width (In) Allowed Glass Types Height (In) �� (68) 79 314 (6) ra 83 3/4" (7) 87 3/4" 91 3/4" 95 3/4" 0 (8 ) French Door X 37" (3 °) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 )0( 71 3/4" (6 °) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidelite Full Jamb 3611/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 30 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Narrow Jamb 33 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 3611/16" A, B, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Table la. Glass Type and Test Report Number - 7/16" LAMI (3/16 "A,.090 PVB, 3 /16 "HS) B - 7/16" LAMI (3/16 "HS,.090 PVB, 3 /16 "HS) C - 7/16" LAMI (3/16 "A,.075 VANCEVA, 3 /16"HS) D - 7/16" LAMI (3/16 "HS,.075 VANCEVA, 3 /16 "HS) E - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16 "A,.090 PVB, 3 /16 "HS) F - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16 "HS,.090 PVB, 3 /16 "HS) G - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16 "A,.075 VANCEVA, 3 /16 "HS) H - 7/8" LAMI I.G. (3/16 "T, 1/4" AIR SPACE, 3/16 "HS,.075 VANCEVA, 3 /16 "HS) FTL -4311, UPGRADE FTL -4311, FTL -4527, 4528, UPGRADE FTL -4527, 4528, FTL -4311, UPGRADE FTL -4311, FTL -4527, 4528, UPGRADE FTL -4527, 4528, 4312, 4315 4312, 4315 4529, 4530 4529, 4530 4312, 4315 4312, 4315 4529, 4530 4529, 4530 OVERHANG HEIGHT L NOTES: 1. IF USING THE OPTIONAL LOW -RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE ( +) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL -5941) O 0 0 OVERHANG I.._ LENGTH PRODUCT REVISED as %iat, tie Hari& Balding Cado Macrame Rapirattaa Raved EP FJc Doke 10!2/08 Revisions: B UPDATE TABLE 1 TOASTME 1300-02 RavedEy: J.R. Revs: J.R. Drawn By: F.K. 092109 Dare: 005/10 12!23/04 Revisions: c Revisions: D Cheated LT. ADDED NOTFJDIAGRAM FOR LOW RISE SILL NO CHANGES THIS SHEET paw 4/8/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 De DESIGN PRESSURES tale: ALUM. FRENCH DOOR & SIDE LITES, IMPACT sedetwocek FD760 skeet Street Dreeivek. NTS 3 of 12 8000 -11 Revs D obert L. C4 obert L. Clark, P.E. PE #39712 Structural 1 9 HE 13/16" WIDTH �+ ----73 MAX. 314" IAX. IGHT 1LL �� \\ % / J \ / , . . OX ORXO 37" MAX. WIDTH 79 1/8" MAX. DLO ALL X 25" MAX. • DLO ALL X UNITS 110 5/8" MAX. WIDTH 145 3/8" MAX. WIDTH OXO OXXO (SHOWING EACH VERSION SIDELITE) to 713/4" MAX. WIDTH n r XX NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. 36 11 /16" 36 11/16" MAX. WIDTH MAX. WIDTH 25" 33 3/16" MAX. DLO MAX. DL O (FULL JAMB) 0 (NARROW JAMB) tP€€DUCI HEY r..;.2 as comptieg wlaM1w MAW elf Code Aaceputttae Ne Expiration Boto L5 tee. Flt Revs By: J.R. Mite 101206 Revisions: 8 NO CHANGE THIS SHEET Date: 09/27/09 Review: 0 NO CHANGE THIS SHEET Roved Sy: F.K. Dram Ire 01/23110 223l/04 fieldstone D C+heekeday:. 1.. T. NO CHANGES THIS SHEET Dear 4/8/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS FL 34274 EXAMPLE ELEVATIONS The ALUM. FRENCH DOOR & SIDE LITES, IMPACT SeHmModek F0750 NTS Wee 4 a 12 N, 8000 -11 Roe D Robert L. Clark, P.E. PE #39712 Structural .=.4-. �� \\ X 25" MAX. • DLO ALL X UNITS 110 5/8" MAX. WIDTH 145 3/8" MAX. WIDTH OXO OXXO (SHOWING EACH VERSION SIDELITE) to 713/4" MAX. WIDTH n r XX NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. 36 11 /16" 36 11/16" MAX. WIDTH MAX. WIDTH 25" 33 3/16" MAX. DLO MAX. DL O (FULL JAMB) 0 (NARROW JAMB) tP€€DUCI HEY r..;.2 as comptieg wlaM1w MAW elf Code Aaceputttae Ne Expiration Boto L5 tee. Flt Revs By: J.R. Mite 101206 Revisions: 8 NO CHANGE THIS SHEET Date: 09/27/09 Review: 0 NO CHANGE THIS SHEET Roved Sy: F.K. Dram Ire 01/23110 223l/04 fieldstone D C+heekeday:. 1.. T. NO CHANGES THIS SHEET Dear 4/8/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS FL 34274 EXAMPLE ELEVATIONS The ALUM. FRENCH DOOR & SIDE LITES, IMPACT SeHmModek F0750 NTS Wee 4 a 12 N, 8000 -11 Roe D Robert L. Clark, P.E. PE #39712 Structural • VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD 1. VERTICAL SECTION B OUTSWING HEAD MAX. DLO -- EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL INTERIOR — ORIGINAL VERSION TOP RAIL ALTERNATE VERSION TOP RAIL MAX. DLO -- EXTERIOR MAX. HEIGHT — ORIGINAL VERSION BOTTOM RAIL 22 A INTERIOR MAX. HEIGHT ALTERNATE VERSION BOTTOM RAIL VERTICAL SECTION D OUTSWING SILL irk enif.IUCT RIEVMED �e complyieg alibi-be t Owtdtmg Colt¢ Acceptance Espitredista Roved By.' FJc Wee 1012AQe Rovadgj^, J.R. B 0 REVISE ITEM 9. SNOW ALTERNATE TOP AND SOTTOM RAIL EXTRUSION. ADDEDLOW RISE SILL Reese .PR Dele: 01125!10 Dela 12/23/04 D NO CHANGES MIS SHEET Chocked Ityt L.T. 4/8/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1520 NOKOMIS, FL 34274 > VERTICAL SECTIONS tne: ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD750 1/2 Some 5 a 12 8000 -11 Rog D Robert L. Clark, P.E. PE #39712 Structural OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE DETAIL G STILES AT ASTRAGAL 000 0 ,,...- - ,�� I �sa�w�■ it i _ 0 � pi' . CD(ICMI,I?'llft!!i<a, SEE NOTE 0 naiad fly: 0 DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) m 10112106 8 NO CHANGE MIS SHEET 0 0 A i.�' 0 _, _ 0 1 ,i.i; up oPP•V _ n ivii 1 1111PI 0 , --414 w �MG.��ritr7 �` "�1:ti��- ltt►.n� r As-106 't.)L,.. ' DETAIL J SLAB AT GLASS BED m SEE NOTE m DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) ftwaed Deka Actions: c NO CHANGE THIS SHEET IBy: J.R, 01/2010 >: 0 NO CHANGES THIS SHEET Prattle FIG data 12/23/04 chop tedey: L.T. 4/8/05 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94276 F.O. eQX 1628 NOKOMIS, FL 34274 DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) NOTE: ASSEMBLY HARDWARE QTY (3), 11" FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR PRODUCT REMO ea compIplog esktaftse ! Meknes Ced Amputee Expired= Cate DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE HORIZONTAL SECTION DETAILS ALUM FRENCH DOOR & SIDE LITES, IMPACT 8erbnibiak FD760 Aerie: 112 6 of 12 Dwain° No. 8000-11 Robert L, Clark, P.E. • PE #39712 Structural FD750 DOOR(S ITEM 1 Dwt#I 1 DESCRIPTION 1 P r# FRAME tar PARTS 1 8006 FRAME- HEAD &HINGBJAMB 68006 2 8003A OUT -SWING SILL 68003A 3 8004C OUT -SWING SILL COVER 68004C 4 8008 DRIP CAP 68008 5 68009 HEAD, SILL& JAMB WEATHERSTRIP(SCHLEOAL) U83337T8500 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 68014 FRAMEASSEMBLY SCREW #8X 1" PH QUAD 781PQA 48032 9 8032 ASTRAOALENDSEAL 10 8058 OUT-SWING SILL (LOW RISE) 48058 DOOR PANEL 5 7990NUTA HEAD, SILL & JAMB WEATHERSTRIP (SCHLEGAL) U83337F8500 20 8012 STILE 68012 21 8014 TOP RAIL, (THREADED ROD DESIGN) 68014 22 8013 BOTTOM RA IL, (THREADED ROD DES[GN) 68013 23 8017 TOP SWEEP 68017 24 8016 BOTTOM SWEEP 68016 25 DRIP CAP SWEEP SCREWS, #4 X 112" PHIL PH 6 26 8015 ASTRAGAL, ACTIVE &INACTIVE 68015 27 8021B GEAR HINGE, JAMB SIDE 68021B 28 8020A GEAR HINGE, COVER 68020A 29 8018 GEAR HINGE, BACK -UP PLATE 68018 30 8019A GFAR HINGE, DOOR SIDE 68019A 31 8035 GEAR HINGE, BEARING 68035 32 FLANGED HEX NUT 5 /16-18 GEAR HINGE, SET -SCREW #6-32 x1/4" 37 33 TRUSS CLAMP GEAR HINGE, MTG. SCREW #12x3/4" TRUSS HD. 60 34 68 X 3/4" PH SQ DRIVE TEK SCREW GEAR HINGE, MTQ SCREW 412 x 1 1/2" TRUSS HD. 61 35 SIDE LITE BEA D TRIM THREADED ROD 5/16. 18X36" 6TRODA 36 FRAME, JAMB FLANGED HEX NUT 5/16-18 7990NUTA 37 8039 TRUSS CLAMP 60378M 38 8043 S/S GEAR LATCH MECHANISM (ASHLAND) 39 8030 LOCK BLOCK 48030 40 ---- LATCH ASS'Y SCREWS #8X2" SSPHILLTRHD 78X2TPAX 41 8037 S/S SHOOT BOLT ROD (SULJ IVA 68056 ' 42 8045 STANDARD FLUSH BOLTS W/ SS ROD(SULLIVAN) GLAZING SEALANT, DOW CORNING 899, 983, 995 OR EQUIVALENT 43 8031 SHOOT BOLT GUIDE 46031 44 = -- SHOOT BOLT GUIDE& STRIKE SCREW 8-32 X 3/8" SS PHILLTR HD 78X38PFTX 45 8038R RIGHT- STRIKE PLATEAT ASTRAGAL (ACTIVE HINGEDLEFF) W5110.43S1 46 8038L LEFT - STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED RIGHT) W5110.44S1 47 --- --- -•- STRIKE PLATE SCREWS 8-32 X 318" SS PHILL TR HD 78X38PFTX 48 ----- --- --- STRIKEPLATEMIDDLESCREW 6-24X 1/2" FH 7612FPTX 49 8036 STRIKBPLATEAT HEAD & SILL 7/8" LAMI I.O. (3/16" T, 1 /4" SPACE, 3 /16" ANN.,.075 VANCEVA, 3/16" HS) 50 - -- ----- HEADSTRIKESCREWSSS8X1/2PHILLEH 7858ZAX 51 -- -- ---- gTRIKE PLATE SCREWS @SILL SS 8 X 1/2 PHILL UNDERCUT FH 78X12PFHUX 52 8041 ACTIVE TRIM SET (ASHLAND) SLBACKBEAD 53 8042 PASSIVETRIM SET (ASHLAND) 7/16" HEAD 54 8044 STAINLESS STEEL PASSIVE LOCK GEAR (ASHLAND) 7/8" IGBEAD 55 8014A TOP RAIL (LAG BOLT DESIGN) 68014A 4 56 8013A BOTTOM RAIL (IAGBOLTDESIGN) 68013A L 57 5/16" x21 /2" LAG BOLTS 7516LJ3GLTX1 FD750 FULL JAMB SIDE LITE /TM DWG# DESCRIPTION PGIY/ 1 8006 FRAME - HEAD, SILL & JAMB 68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 FRAME ASSEMBLY SCREW #8 X 1" PH QUAD 781PQA 20 8012 STILE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 THREADED ROD 5/16 -18 X 36" 6TRODA 36 ----- - - - - -- FLANGEDHEXNUT 5/16 -18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 #8X3/4" PH SQ DRIVE TEK SCREW 78X34PSTW 61 8028 SIDE LITE HEAD TRIM 68028 62 8029 SIDE LITE JA MB TRIM 68029 FD750 NARROW JAMB SIDE LITE 1 8006 FRAME - HEAD &SILL 68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 FRAME ASSEMBLY SCREW 118 X 1" PH QUAD 781PQA 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 THREADED ROD 5/16 -18 X 36" 6TRODA 36 FLANGED HEX NUT 5 /16-18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 68 X 3/4" PH SQ DRIVE TEK SCREW 78X34PSTW 61 8028 SIDE LITE BEA D TRIM 68028 70 8010 FRAME, JAMB 68010 ASSEMBLY KIT 80 8033B FRENCH DOOR ASSEMBLY BEAM 680338 81 #10-24 X 21/2" PH SCREW 82 610-24 HEX NUT 83 ----. 612 X 1 1/2" TR HD TEK SCREW 84 8056 SUBSILL (OPTIONAL) 68056 ' GLASS, BEADS & SILICONE 90 ----- --- - -- GLAZING SEALANT, DOW CORNING 899, 983, 995 OR EQUIVALENT 91 - --- 7/16" LAMINATED GLASS (3/16" ANN.,.090 PVB, 3/16" HS) 92 7/16" LAMINATED GLASS (3/16" HS.,.090 PVB, 3/16" HS) 93 7/16" LAMINATED GLASS (3/16" ANN.,.075 VANCEVA, 3/16" HS) 94 7 /16" LAMINATED GLASS (3/16" HS.,.075 VANCEVA, 3/16" HS) 95 - -- 7/8" LAMI I.G. (3/16" T, 1 /4" SPACE, 3/16" ANN. „090 PVB, 3116” HS) 96 7/8" LAMI I.G. (3/16" T, 1/4" SPACE, 3/16° HS.,.090 PVB, 3 ./16" HS) 97 7/8" LAMI I.O. (3/16" T, 1 /4" SPACE, 3 /16" ANN.,.075 VANCEVA, 3/16" HS) 98 7/8" LAMI I.O. (3/16" T, 1/4" SPACE 3/16" HS.,.075 VANCEVA, 3/16" HS) 105 8022 BACK BEAD 68022 106 8026A SLBACKBEAD 68026A 107 8023A 7/16" HEAD 68023A 108 8024A 7/8" IGBEAD 68024A 109 1224 VINYL BULB WSTP (THICK) 6TP247 PRODUCT REVISED as corailylag i1tb.the ItIorkle StakUag Cod9 Explvetica Date F.K 1W1246 Revisions: B UPDATE ITEM 9. ADD ITEMS 65, 66, 67AND84. Rend By: J.R. Oita: 09/27!08 C ADDEO LOW RISE SILL /toed Sys J.R. 01/25/10 ReHefanx 0 NO CHANGES THIS$HEET Oran By: F.K. X3/04 Cheated* mem 4/8/05 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMIS, FL 34274 PARTS LIST Tl®e: ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0760 NA Sheet 7 a 12 bnaingNo. 8000 -11 Rev. D Robert L. Clark, P.E. PE #39712 Structural 1.000 L fy 3.636----- ---■ -� #8006 6063 -T6 FRAME, HEAD, JAMB AND SIDELITE SILL 1.938 1.938 1 #8009 6063 -T5 INSTALL PLATE --41 1.278 1-, ±— 3.636 +■-1 #8003A 6063 -T6 OUT -SWING SILL .062 17 .583 -FI - 3.636 ---- ----«- f #8056 6063 -T6 OUT -SWING LOW SILL -+- -.100 8.250 #8013 6063 -T6 BOTTOM RAIL 8.250 #8013A 6063 -T6 BOTTOM RAIL, LAG BOLT DESIGN 6 #8004C 6063 -T5 A OS SILL COVER 1.498 3.990 #8012 6063 -T6 STILE 1.938 1.467 4.434 #8014 6063 -T5 TOP RAIL 1.938 1.467 4.434 #8014A 6063 -T5 TOP RAIL, LAG BOLT DESIGN #8008 6063 -T5 DRIP CAP 1.940 .050 #8017 6063 -T5 TOP SWEEP 2.240 #8016 6063 -T5 BOTTOM SWEEP .075 1.170 2.544 #8015 6063 -T6 ASTRAGAL 1.160 I-+-- 1 4 J .311 .040 i� #8007 6063 -T6 SCREW COVER PRODUCT Wives as cesaplytag x6tata:i Radio titddtag Code Accept/we NIL ttxpiratbm Data &Used INvtsta Raved ity: : FJC 10112100 6 UPORNDEfl M$9 Roved DY% J.R. : Revisions: c Rose Sy: J.R. Date: 01/25110 0 ADDED LOW RISE SILL AND SECOND EXTRUSION SHEET. NOCHANCES 7NISSHEET CMewt Fit 12!23/04 Checked By: L.T. M8105 1070 7ECHNOLOC3Y DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Be9kablet F0750 1/2 Sheet 8 er 12 8000 -11 Robert L. Clerk, P.E. PE #39712 Structural 2.260 11175 #8021B 6063 -T6 GEAR HINGE, JAMB 1 .438 .050 2.622 #8028 6063 -T5 SL HEAD TRIM .045 1.742 rd .072 #8020A 6063 -T6 GEAR HINGE, COVER 353 .125 1 .442 .965 .965 #8022 6063 -T5 BACKBEAD 3.775 -�1 .050- #8056 6063 -T4 SUBSILL, OPTIONAL .325 #8026A 6063 -T5 SL BACKBEAD .750 f1 .818 re — #8023A 6063 -T5 7/16" BEAD t r.142 1 .301 #8018 6063 -T5 HINGE, BACK -UP 1-•- -- 2.438 ---1 #8019A 6063 -T6 GEAR HINGE, DOOR .075 .045 #8010 6063 -T6 NARROW SL JAMB .040 .437 .957 #8024A 6063 -T5 I.G. BEAD .126 3.251 T ki_1.635 #8033B 6105 -T5 FD ASS'Y BEAM �2.313-11 .050 #8029 6063 -T5 SL JAMB TRIM 1.000 1 #8039 6063 -T6 TRUSS CLAMP PRODUCT M E A D ni eneaptyles *Webs Red& Raft Cedir Acceptance ;© Date .1� 2015 a Ce t��hi Roved By: F.K Deb: 10/12/08 Rte: a UPGRADE ITEMS& Keyed J.R. Date: 09/2209 Revisions: C NEWPAGE ResodEy: J.R. DOM 01/26110 Revta+ons: 0 NO CHANGES TIDE SHEET Own 8y. F.K. X3104 Checked By: L.T. 1070 TECHNOLOGY DRWE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 Daatptixv EXTRUSION PROFILES rue: ALUM. FRENCH DOOR & SIDE LITES, IMPACT m rlato rode( FD760 sow: 1/2 most oavertoo. 9 of 12 I 8000 -11 Raw: 0 Robert L. Clark, P.E. PE #39712 Structural 16nr=i, JAMB ANCHORS HT. QTY. 95 3/4" - (5) 913/4 " -(5) 87 3/4" - (5) 83 3/4" - (5) 79 3/4" - (5) i I 18.500" MAX. O.C. 11" DETAIL A (CONCRETE) A (SINGLE PANEL) ANCHOR TYPES: 10R2 16hl� 16"7. 11" JAMB ANCHORS HT. QTY. 953/4 " - (8) 91 3/4" - (8) 87 3/4" - (8) 83 3/4" - (7) 79 3/4" - (7) 1 _ 10.571" MAX. _ o.C. _IA 11" A DETAIL B (WOE) (SINGLE PANEL) ANCHOR TYPES: 20R3 16" y 3" 3" M1N. t�l� HEAD & SILL 11 ATYP.� ANCHOR —7 CLUSTER (TYPICAL) 6 "I -16" 1 iI II JAMB _I ANCHORS 18.500" HT. QTY. MAX. 95 3/4" - (5) _ O.C. 91 3/4" - (5) 873/4 " - (5) 83 3/4" - (5) 79 3/4" - (5) 11" I _{ A DETAIL C (CONCRETE) (2 OR MORE PANELS) ANCHOR TYPES: 1 0R 2 12" 9" 6" II) D 1 1111 HEAD &SILL ANCHOR CLUSTER (TYPICAL) 3" MIN. ATYP. (2) EQ. SP. TYP. 1111 SEE NOTE 5 REGARDING APPLICABLITY OF ENCIRCLED ANCHOR LOCATIONS (3) EQ. SP. TYP. 1111 ! © I111 1111 JAMB ANCHORS HT. QTY. 95 3/4" - (8) 91 3/4" - (8) 87 3/4" - (8) 83 3/4" - (7) 79 3/4" - (7) 1111 Q 11" 10.571" _ MAX. _ o.C. DETAIL D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 20R3 ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1/4" ELCO ULTRACON 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (G5) A CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 1 3/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS : (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) HEAD AND SILL 6" MAX. FROM FRAME CORNERS. JAMBS 11" MAX. FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS....11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. 5. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL D, WOOD SUBSTRATE) ® HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3 ", 6 ", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4 ". JAMBS 11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.C. PRODUCT REVIOD as cacagibtag *kb ih®ilorl& Welding C Aseviamee eda items lac Doke 10/12!08 VE NOT PERTAINING TO ANCHORAGE OUTSIDE M-b COUNTY. REVISE ANCHORAGE PER FBC2004AND REVISE NOTES Z 3 a a. Read Sy: JR Roridore: c NO CHANGE THIS SHEET Raved By: J.R Deb: 01f16/10 RevtNohx D CHANGED TAPCON'TO "ULTRACON F.K. Mow X3/04 Chedro6Sy. L.T. 4/&105 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1620 NOKOMIS, FL 34274 ANCHORAGE SPACING Tax ALUM. FRENCH DOOR & SIDE LITES, IMPACT derfooStodek F0760 1/4 Sheer .10 412 8000 -11 D Rabeft L. Clark, P.E. PE #39712 Structural CONCRETE ANCHOR (NOTE 1) 1/4" MAX. GROUT, SEE NOTE 5 1/4" MAX. GROUT, SEE NOTE 5 CONCRETE ANCHOR SEE NOTE 1 OPTIONAL MIN 11 Areuniginizni 3.4 KSI MIN., CONCRETE' EMBED. SEE 1 3/8" NOTE 1 MIN. 1/4" MAX. GROUT SEE NOTE 5 WOOD ANCHOR, SEE NOTE 2 TYPICAL SIDE. LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) x.3.4 KSI MIN. i.•:CONCRETE • J�L 1•i 'EMBED. SEE NOTE 1 CONCRETE ANCHOR, SEE NOTE 1 A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 1/4" SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". MIN. EMBEDMENT: 1/4" ULTRACON -1 3/8", 1/4" SS4 CRETE -FLEX -1 3/4 ". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4" SS4 CRETE -FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6063 -T5 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. 1/4 "i MAX. SHIM t 1/4" MAX. WOOD ANCHOR, GROUT SEE NOTE 2 SEE NOTE 5 OPTIONAL A TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO WOOD) (SUBSILL TO WOOD) EXTERIOR INTERIOR I:=> (ALL HEAD & SILL SECTIONS) EMBED. SEE NOTE 1 jCONCRETE ANCHOR SEE NOTE 1 TYPICAL DOOR & SIDE LITE HEAD 1x WOOD SEE NOTE 3 2x WOOD SEE NOTE 3 WOOD ANCHOR SEE NOTE 2 PAODUCF-REVISED as eorapket ,L •;. vidthibe Florida Batilag Coda Aeostdosee Swindon Dal X15 1/t . �O. Pledeet Centre) RevedRy FJG Vote: 10112/06 Rem B UPDATE ANCHORAGE AND NOTES Hewed By: J.R. Date: 0029/09 Rsvbtons: C CHANGED MIN KSI OF CONCRETE. E. ADDED SIDELRE SILL DETAIL REORGANIZED DETAILS. RevedBy J.R Deix 01/25110 Realerom 0 CHANGED "TAPCON' 70 'ULTRACON' F.K. onnm ?/?.1/04 Madam f L.T. vox 4/8/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1620 NOKOMIS, FL 34274 ANCHORAGE DETAILS nee ALUM. FRENCH DOOR & SIDE LITES, IMPACT eseeetlodet F0760 1/4 Meat of 12 8000-11 new D Robert L. Clark, P.E. PE #39712 Structural Reelday: J.E. bete: 09/22/09 Revisions: CHANGED MW KSI OF CONCRETE. ADDED LOW RISE WU OPTION. REORGANIZED DETAILS EXTERIOR INTERIOR (ALL SILL SECTIONS) 1/4" MAX. GROUT, SEE NOTE 5, SHEET 11 CONCRETE LANCHOR SEE NOTE 1, SHEET 11 A EMBED. SEE NOTE 1, SHEET 11 f 3.41(81 MIN • TYPICAL DOOR SILL (DIRECT TO CONCRETE) INTERIOR (ALL JAMB SECTIONS) EXTERIOR ft/de F.IC do. AEMBED. 4-al SEE NOTE 1, SHEET 11 • CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 1/4" MAX. GROUT, SEE NOTE 5, SHEET 11 OPTIONAL WOOD ANCHOR SEE NOTE 2 SHEET 11 1/4" MAX. GROUT SEE NOTE 5, SHEET 11 OPTIONAL DOOR SILL (SUBSILL TO CONCRETE) 3.4 KSI MIN. CONCRETE A .• • •4:0 ^ ; 'Z.. -. 1/4" MAX. SHIM _ " 1--0— A CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 3.4 KSI CONCRETE . OR 1.5 KSI :7.. MIN. CMU A EMBED. eAN, SEE NOTE 1, HEET 11 TYPICAL DOOR SILL (DIRECT TO WOOD) _CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 4fil1fiffirtftllaill11111 1 111 111 • 1x WOOD, • , SEE NOTE 3, SHEET 11 1/4" MAX. SHIM _ 1 1-0-- TYPICAL DOOR & SIDE LITE JAMB 2x WOOD, SEE NOTE 3, SHEET 11 WOOD ANCHOR, SEE NOTE 1, SHEET 11 1/4" MAX. GROUT, SEE NOTE 5, SHEET 11 OPTIONAL OPTIONAL DOOR SILL (SUBSILL TO WOOD) _CONCRETE A i,Al2. ANCHOR, 1 3/8" SEE NOTE 2, I MIN. I SHEET 11 rou„ 1/4" MAX. SHIM-0.1 1— PRODUCT RV/WD complyieg viithItte Paddy Illatittag Cede Acceptance Al Ettpkettes esse: 10/12V6 Rolidate: a NEW stir. AOC SUBSILL AND ALIERNATE TOP & BOTTOM RAIL EXTRUSIONS. Reveday: J.R. vs* 01/25110 Revisions: D NO CHANGES THIS SHEET avwn Wee: F.K. 12/23424 Checked By L.T. 4,8105 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. 13QX 1629 NOKOMIS, FL 34274 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT RefoeModee FD760 Soden 1/4 She& 12 el 12 arroallo. • 8000-11 Rv; D Robert L. Clarkt.P.E. PE #D'712 Structural GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1 GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 114 AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. A7. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04- 0721.01, 03 -0225.05 ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL A8. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, c41.-1=4kTIQM}IN�'i,JDING THE HIGH VELOCITY a HURRICANE ZONE (HVHZ). Revsd By. F K. Dote: 4/15/07 Revisions: C ADD FTL-5330 TO NOTES 7 & CHG. NOTE 8 TO CURRENT EDIT. Revsd ay: F.K. Date: 10/17/06 Revisions: B CHANGE TO ASTM E 1300 -02 Revsd 8y: F.K. Date: 5/13/06 Revisions: A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Drawn By: F.K. Date: 2/28/06 Checked By. J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. '?OX 1529 NOKOMIS, FL 34274 NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED as complying with the Florida Code Acrac?L<nco No 0 Expiration Date By Miam Divi 5 ado Product Can ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Robert L. Clark, F.E. PE #39712 Structural 1/2" NOM. GLASS BITE (60161762) 1/2" NOM. GLASS BITE -+- 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER y 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE C] EXTERIOR INTERIOR E> `� (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16' LAMINATED GLASS 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 3/8" AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI PRODUCT REVISED a compi /ing with the Florida Building Code A,ccep:a ce No Cliff O Expiration Date (/ BY Mi Div . ion Revsd By: F.K. Data 4/15/07 Revisions: C NO CHANGE THIS SHEET Revsd By: F.K. Date: 10/17/06 Revisions: 8 NO CHANGE THIS SHEET Revsd By: F.K. Date: 5/13/06 Revisions: A ADD AIR SPACE DIM. TO LAMI IG DETAILS D2wn By: F.K. Date: 2/28/06 Checked By: J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 30X 1529 NOKOMIS, FL 34274 Des.*Ion: GLAZING DETAILS Tfde: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better SeriesJModet HR710 Scale: Full Sheet 2 a 11 D, v,lg No. 4127 -10 C Re rt L. Clark, P.E. PE #39712 Structural TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH 84" 96" GLASS TYPE WINDOW HEIGHT 26" 36" 38 318" 48" 50 5/8" 54" 60" 63" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 A,B,G,H +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 3/8" 108" 111" UP TO 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 A,B,G,H +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +59.5 -59.5 +53.6 - 53.6 +50.9 -50.9 C, I +60.0 -60.0 UP TO 111" D, E, F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH TO 86 7/16" TO 86 7/16" GLASS TYPE A,B,C, G, H, I D, E, F, J,K,L WINDOW HEIGHT ALL HEIGHTS UP TO 63" +60.0 -60.0 +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH 60" 66" 72" 74" GLASS TYPE A,B,G,H A,B,G,H A,B,G,H A,B,G,H WINDOW HEIGHT 26" 36" 38 3/8" 1 48" +75.0 -75.0 +75.0 -75.0 +75.0 +75.0 -75.0 +75.0 -75.0 +75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 1 +75.0 50 5/8" 54" 60" -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -75.0 -74.2 63" +75.0 -75.0 +70.2 -70.2 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 I +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX8t XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI- (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "A) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "HS) I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8 "HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) L. 13/16" LAMI IG -118" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) i'r '- • : EVISED , i with the Florida B':iidiarz Ude Acccivauuce No o7- 08/5.0 Ex. iration Datcyt�?o1r 13y Mi .' Dade Product Div Revsd By: F.K. Revsd By: F.K. Revsd By: F.K. Drawn By: F.K. Date: 4/15/07 Revisions: C ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300 -02 DPs Dale: 10/17/06 Revisions: B REVISE DP TABLES TO ASTM E 1300 -02 Date: 5/13/06 Revisions. A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L Date: 2/28/06 Checked By: J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: DESIGN PRESSURES Tale. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better SeriasltWod,L HR710 Scats: NTS sneer 3 et 11 Drawing No. 4127 -10 Rev. C Robert L. Clark, P.E. PE #39712 Structural 27 3/8" MAX. DLO VENT 54 5/16" MAX. DLO FIXED 0 110" MAX. WIDTH I.F. FRAME 111" MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 1/2 -1/4) 36 "MAX. DLO DLO FIXED 33 9/16" MAX. DLO VENT 57 3/8" MAX. DLO ALL FIXED LITES 63" MAX. FLANGE FRAME ALL " CONFIG. MAX. A DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. A C 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO A 27 3/8" 27 3/8" MAX. DLO MAX. DLO VENT FIXED A D D 85 7/16" MAX. WIDTH I.F. FRAME —• 86 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D -D (FRAME CORNER CONSTRUCTION) Revsd By: F.K. Dare: 4/15/07 Revisions: C ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. Revsd By: F.K. Date: 10/17/06 Revisions: 8 NO CHANGE THIS SHEET 9evsd By: F.K. Date: 5/13/06 Revisions: A NO CHANGE THIS SHEET Drawn By: F.K. Dote: 2/28/06 Checked By J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 SGT_ Description: ELEVATIONS file: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Series/Model' HR710 Scala: NTS Sheet: 4 or 11 Drawing No. 4127 -10 Rev: C A IC :: REVISED with the Florida azceNoO7o. S.p Ez irWon Date 4i37 Po(I By gn�. Miai 0 ade 'uct C tro' Divi m .on / /L rod obert L. Clark, P.E. PE #39712 Structural INTERIOR INTERIOR EXTERIOR t■-- MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME) SECTION B -B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGEnFRAME) MAX. VENT DLO MAX. HEIGHT FLANGE FRAME A INTERIOR MAX. VENT DLO MAX. FIXED DLO MAX. FIXED DLO —� MAX. VENT DLO MAX. WIDTH (IF. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) EXTERIOR SECTION C -C Q (VERTICAL SECTION, FLANGE FRAME) A SILL INTERIOR (VERTICAL SECTION, I.F. FRAME) Q EXTERIOR HEAD (VERTICAL SECTION, I.F. FRAME) Q PRODUCT REVISED as cern.. i:?g with the Florida Code Ac;:.::: ;alce AIo e7 —Q $l S 09 iratien Datc 2 ( 2o0 • By Mi• r ' +ade Pro uct Contr Di Revsd By F.K. Date: 4/15/07 Revisions: C ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS_ Revsd 8y. F.K. Date: 10/17/06 Revisions: B NO CHANGE THIS SHEET RevsdBy: F.K. Date: 5/13/06 RoWsions: A NO CHANGE THIS SHEET Drawn By F.K. Date: 2/28/06 Checked 8y. J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: SECTIONS Tale: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Series/Model: HR710 Some: Half Sheol! 5 0, 11 Dewing No. 4127 -10 Rev: C Robert L. Clark, P.E PE !139712 Structural ITEM DWG# REV DESCRIPTION MAUL PGT# 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 2 4025 " SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 3 71 " #8 X 3/4 PH. PAN HEAD 72 7834AA 4 4053 " SASH STOP COVER (SASH STOP) 6063 -T5 AL " 6 4136 " FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 " SIT I, ADAPTOR 6063 -T6 AL 64137 8 4131 3105 -H14 AL ROLLER TRACK 6063 -T6 AL 64131 10 71298 POLYPROP. WEEP HOLE COVER POLYPROP. 71298 12 1626 POLYPROP. ADHESIVE OPEN CELL FOAM PAD 93 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 14 4134 EM PVC GASKET FOR MAIN FRAME SILL JOINT 95 74134W/K 15 1155 EM PVC #8 X 1.000 QUAD PN. SMS 96 781PQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 17 4054 B FIXED MEETING RAIL 606311D -T6 AL 64054A 19 4066 WSTP.,.187 X .230, FIN SEAL 64066G 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 23 225 -1 ROLLER HOUSING& GUIDE 42112HD 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS -T6 AL 64006 33 1235 W STP.,.170 X .270 BACK, FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE -CAST 71096 36 1016 #8 X .625 PH. FL,. SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 WSTP.,.250 X .270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X .275 67070K 40 LIFT RAIL COVER CAP 74078 "C" L OR R 41 4139 I.F. FRAME HEAD 6063 -T6 AL 64139 , 42 4140 I.F. FRAME SILL 6063 -T6 AL 64140 , 43 4141 I.F. FRAME JAMB 6063 -T6 AL 64141 , 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 53 4039 B GLAZING BEAD - 5/16" 6063 -T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL 644703 55 4222 A GLAZING BEAD - 7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL 6985 59 4067 GLAZING BEAD -13/ 16" 6063 -T5 AL 64067 60 GLASS, 5/16" LAMI (1/8" A, 090 PVB, 1/8" A) 61 " 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 62 " 5/16" LAMI (1/8" HS, 090 PVB, 1/8" HS) 63 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) ITEM DWG# REV( DESCRIPTION 1 MAIL PGT# 66 GLASS, 13/16" LAMI IG- 1/8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8 "A) 67 " 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "HS) 68 " 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 69 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1/8 "A) 70 " 13/16" LAMI IG- 3/16 "A, 5/16" AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 71 " 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, 090 PVB, 1 /8 "HS) 72 " 13/16" LAMI IG- 1/8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16"A) 73 " 13/16" LA MI IG- 1/8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 74 " 13/16" LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3/16 "HS) 75 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 77 " 13/16" LAMI IG-3/ 16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/ 16 "HS, .090 PVB, 3/ 16 "HS) 90 1014 SCREEN FRAME (HOR & VER) 3105 -H14 AL 91 1630 SC U CORNERKEYW/RINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 96 SCREEN CLOTH 1 2.784 .062 1 1.988 I.F. FRAME JAMB #4141, 6063-T6 2.624 .710 ii .062 I.F. FRAME HEAD #4139, 6063-T6 .062 - - i---- 2.710 - .F. FRAME SILL #4140, 6063-T6 1 3.152 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Date 2 t Zojj I. By / /he Ml :. , 'bade Product C s r . Div on Rend By: F.K. Date: 4/15/07 Revisit) C ADD ITEMS 41, 42 & 43 Revsd By: F.K. Date: 10/17/06 Revlsfons: B NO CHANGE THIS SHEET Rend fir F.K. Drawn By: F.K. Date: 5/13/06 Date: 2/28/06 Revisions: A Checked By: J.J. ADD SPACE DIMENSIONS ITEMS 66 THRU 77. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.G. BOX 1529 NOKOMIS, FL 34274 Description: PARTS LIST rme: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Series/Model: HR710 Scale NTS Sheet: a 11 Drawing No 4127 -10 Rev: C obert L. Clark, P.E. PE #39712 Structural FLANGE FRAME HEAD #4102A, 6063 -T6 — — 11-- --.a62 .490 J} 11 SASH STOP #4025, 6063-T5 .e- 1.349- SASH TOP & BOTTOM RAIL #4133, 6063 -T5 .678 .050 1.096 - -1-- -► GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) Revsd By Date: F.K. 4/15/07 Revisions: C NO CHANGE THIS SHEET • 2.710 FLANGE FRAME SILL #4136,6063 -T6 HORIZ. ROLLER TRACK #4131, 6063-T6 i 2.279 1 Lam' 1.081 I— SASH MTG. RAIL #4006D, 6063HS -T6 1.187 {-.050 [f1678 1.096 1 I T GLAZING BEAD 7/16" #4222A, 6063 -T5 Revsd By: Date: F.K. 10/17/06 Revsd Sy: Date: F.K. 5/13/06 Drawn By Date: F.K. 2/28/06 Revisions: B NO CHANGE THIS SHEET Revisions: A NO CHANGE THIS SHEET Checked By Date: J.J. 3/23/06 .062 1.187 1-■-- 3.090 FRAME SILL ADAPTER #4137, 6063-T6 FIXED MEETING RAIL #4054B, 6063HD -T6 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1529 NOKOIt1IS, FL 34274 1.349 J r 1.291■ SASH SIDE RAIL #4126, 6063 -T5 050 " —_ .678 1.115 I - -{J GLAZING BEAD, 7/16" #985C, 6063 -T5 (USED W/ GRILL KIT) Description: EXTRUSIONS �1.513� .040 .738 [-1.443-a-1 SASH STOP COVER #4053, 6063 -T5 j-� -2.784 1.363 n n r 1. .062 -- •4_•__ [FLANGE FRAME JAMB #4002A, 6063 -T6 rn[.050 I T I .678 1.096 17 GLAZING BEAD, 5/16" #4039B, 6063 -T5 .683 .050 1.097 GLAZING BEAD, 13/16" #4067, 6063-T5 PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Expiration Date By Div'" on QI jade Product 2019 . ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better HR710 Drawing No. 4127 -10 Robert L. Clark, P E. PE #39712 Structural ANCHOR QUANTITIES, XOX (1/4 -112 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) D. 5/16" LAMI - (3/1 ' A, 09 , /16 A) D. 7/16" LAMI - {3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) G. 13/1 F. 13/1 LAMI - (3/16" HS,.090, 6" HS) 6" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5116" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 1/8" HS) . J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" A) K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13116" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. ^ TABLE KEY: X 0 X ANCHOR TYPE) & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL cn g HEAD & SILL go) 2 HEAD & SILL cn 2 HEAD & SILL a) 2 < HEAD & SILL go) g '4 HEAD & SILL to g 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2- 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 c, 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C3 +2 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C3 +2 +C3 +1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C3 +4 +C3 +1 3 - 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 ---ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. l 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 C 1 +C3 +2 +3 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2+2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 I 125 3/4" max. --1--1 H-3" MIN. PI'ROPUCT'.F:VTSED e.s Ct,r.lpi:iil:i with the Florida A.c.c t"' cct N n_G;::��f...-::�rrao -orc .05 1 +C2 +2 +C2 +1 3 1+�+2+C2+1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2+C3+1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 9" REF. .. 1 t X -1 1 1 1 1 1!1 O 1 X 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +2 +C3 +1 3 1 +C3 +2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3+C4 +1 3 106.375x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1+C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 MTG. RAIL, EXAMPLE TYP.- W/ QTY. OF (3) ANCHORS 1 +C2 +3 +C2 +1 1 +C3 +3 +C3 +1 3 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 3 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 3 3 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 3 3 1 +C3 +3 +C3+1 1 +C3 +3 +C3 +1 3 3 1 +C3 +4 +C3 +1 1 +C4 +4 +C4+1 3 3 CLUSTER (SHOWN IN TABLE KEY ABOVE) Expiration Datc 2 f�lF s/ By 1.1 / 1 '-. Mi, Dade Product Co ii Di .ion 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4+1 3 1 +C4 +3 +C4 +1 4 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +2+C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C4 +3 +C4+1 3 1 +C5 +4 +C5 +1 3 25 3/4" MAX. 1 1 /2 "TYP. I-N _3" MIN. 111.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2+3 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +C2 +3 +C2 +1 2 1 +C2 +3 +C2 +1 3 1 +C2 +3 +C2 +1 2 1 +C2 +4 +C2 +1 2 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C2 +3 +C2 +1 3 1 +C3 +4 +C3 +1 3 .4---------- ,,/ f( /L ©� Robert L. Clark, P.E. PE #39712 Structural 9" REF. -- 1 1 1 1111 0 1 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +4 +C3 +1 3 X .. 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 -` -�--------,„„ ,---/ 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3+C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C3 +3 +C3 +1 3 1 +C4 +4 +C4 +1 3 MTG. RAIL, TYP. 1 +C3 +3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 3 1 +C4 +3 +C4 +1 4 1 +C4+3 +C4 +1 3 1 +C5 +4 +C5 +1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Revsd By F.K. Date: 4/15/07 Revisions: C UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ. -: Desoi . ANCHORAGE SPACING, XOX (1/4-1/2-1/4) Revsd By: F.K. Dam: 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT,, HEAD & SILL CLUSTERS 1070 TECHNOLOGY DRIVE NOKOAIS, FL34275 ALUM. HORIZONTAL ROLLER WINDOW IMPACT Revsd By: F.K. Date: 5/13/06 Revisions:" A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. P.O. BOX 1529 Visibly Better seresAlodet HR710 Scale. NTS Sheet 8 a 11 °�`.r ° N° 4127 -10 Re"' C Drawn By F.K. Dam: 2/28/06 Checked ey: J.J. De Id 3/23/06 NOKOMIS, FL 34274 ANCHOR QUANTITIES, XOX (1/3- 1/3 -1/3) WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) ANCHOR TYPE) 8 SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F, ,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H HEAD & SILL CO < HEAD & SILL CO -, HEAD & SILL CO -) HEAD & SILL CO - HEAD & SILL CO -, HEAD & SILL g -) 2. GLASS TYPES: A. 5/16" LAM - (1/8" A,.090, 1/8" A) B. 5/16" LAM - (1/8" A,.090, 1/8" HS) C. 5/16" LAM - (1/8" HS,.090, 1/8" HS) D. 7/16" LAM - (3/16" A,.090, 3/16" A) E. 7116" LAM - (3/16" A,.090, 3/16" HS) F. 7/16" LAM - (3/16" HS,.090, 3/16" HS) 48.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1+C2 +1 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 G. 13/16" LAMI IG -118" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5116" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" LAMI IG -1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" HS,.090, 118" HS) J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3116" A) . K. 13/16" LAMI IG -1/8" OR 3/16" A, 3/16" OR 114" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X 0 X 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C3+1+C3+1 3 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1+C2 +1 1 +C2 +1+C2 +1 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 IM 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 Il 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 �1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C3 +1 +C3 +1 3 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 ,, 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +11 3 - ANCHOR QUANTITY PER JAMB 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+C3 +1 +C3 +1 3 1 HEAD AND SILL ANCHOR QUANTITIES 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 OF (3) ANCHORS CENTERED EACH MEETING RAIL PLUS (1) AT EACH OPERABLE VENT (1) ANCHORS AT FIXED SECTION. ANCHORS TOTAL AT HEAD AND SILL. MIN. O.C. ANCHOR SPACING) MAX. MIN. 66.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 A CLUSTER ON ANCHOR PLUS (9) (3" 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1+C2+ 1+C2+1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+C3 +1 3 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 25 3/4" - --11--1-3" 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 as PRODUCT co 1:E1tISEL� a; .� ;t irk v ith the Florida Bui,dFn.Ccdc Acceptance No o - 0815.09 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 9 "REF' 1 1It x 1 11i o t x 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2+1 +C2 +1 3 1 +C3 +1 +C3 +1 3 Ij MTG. RAIL, EXAMPLE 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 W/ QTY. OF (3) ANCHORS 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2.1 +C2 +1 2 1 +C2 +1 +C2 +1 2 TYP.- CLUSTER 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1+C3 +1 3 Ex.i:ation Date Z QI20(/ By U/, . := /. • Mi. I. Dade -Product one Di ',ion 0--------- n �' A Robert L. Clark, P.E. PE #39712 Structural (SHOWN IN TABLE KEY MAX. ABOVE) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1+C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 25 3/4" 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1+C4 +1 +C4 +1 4 1 1 /2 "TYP I-•-3" 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2 +1 2 MIN. 9" REF. x + 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 O ____ X_ 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 I 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1+C4+1+C4+1 4 MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 4 1 +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 4 Revsd By: F.K. Date: 4/15/07 Revisions: C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 �'' - - Description: ANCHORAGE SPACING, XOX (1/3-1/3-1/3) Revsd By: F.K. Date: 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS rata ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rend By: F.K. Dale: 5/13/06 Revisions: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Visibly Better y sa esModeL HR710 Seale: NTS Sneer. 9 °t 1 1 Drawing No. 4127 -10 t+ar C Drawn F.K. Date: 2/28/06 Checked J.J. pate: i 3/23/06 ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE> 2,3, WOOD 2, CONC & SUBSTRATE 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES m m WINDOW SIZE W v H 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 o J_ W _c6 ZONES W Cr) 2 06 m Q 14-C2 +1 2 1 +C2 +1 2 ZONES o J m Z ca Q 1 +C2 +1 ZONES o �_ 2 m 05 (1) m ZONES o J 2 m oes 2 1 +C2 +1 2 1 +C2 +1 2 ZONES o� 2 oti in 2 Q 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1+C2+1 3 1+C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2+1 3 1+C2+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 2 1+C3+1 3 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C3 +1 3 1 +C2 +1 3 1+C2+1 1 +C2 +1 3 1+C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 1 +C3 +1 1+ C2+1 3 3 2 1 +C2 +1 1+C2+1 1+C2+1 3 3 2 1 +C3 +1 3 1 +C3 +1 1+C3+1 3 1 +C3 +1 1 +C2 +1 2 1 +C2 +1 3 3 2 1 +C2 +1 3 1+C2+ 1 3 1+C2+1 2 1 +C3 +1 3 1+C3+1 3 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 1+C2+1 3 1 +C3 +1 3 1+C3+1 4 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 3 3 1+C3+1 3 1 +C2 +1 1+C3+1 3 1 +C2 +1 1 +C3 +1 3 1 +C3 +1 3 1+C3+1 3 1 +C3 +1 3 3 3 4 1+C2+1 1 +C2 +1 1 +C2 +1 1 +C2 +1 3 3 3 3 1 +C3 +1 3 1 +C3 +1 3 1+C3+1 3 1 +C3 +1 3 1 +C3 +1 4 1 +C3 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 3 1 +C2 +1 2 1 +C4 +1 2 +C2 +2 3 1 +C3 +1 2 1 +C2 +1 4 1 +C3 +1 3 1 +C2 +1 2 3 1 +C4 +1 3 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 4 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 4 1+C2+1 3 2 +C3 +2 3 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 4 1+C3+1 3 2 +C4 +2 4 1 +C3 +1 2 +C2 +2 4 1 +C3 +1 3 3 1 +C2 +1 2 2 +C4 +2 2 +C2 +2 4 1 +C3 +1 4 3. 2 +C2 +2 3 1 +C3 +1 3 1+C2+1 2 2 +C4 +2 4 2 +C2 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 1 +C3 +1 3 2 +C4 +2 4 2 +C3 +2 1 +C3 +1 3 2 +C4 +2 4 R 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C3 +2 4 1 +C3 +1 3 2 +C4+2 4 2 +C4 +2 5 2 +C3 +2 4 evsd By: Date: Revisions: F.K. 4/15/07 C CHG.TABLE # TO 6, & SELECT VALUES DUE TO ANCHOR CAP. ADJ 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 2 +C2 +2 3 2 +C2 +2 2 2 +C3 +2 2 +C3 +2 21-C3+2 2 +C3 +2. 4 4 4 4 2 +C2 +2 2 +C2 +2 2 +C3 +2 1 +C3 +1 3 3 3 3 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +C4 +2 4 4 4 4 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 4 4 4 5 2 +C2 +2 3 2 +C2 +2 3 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 Revsd By. F.K. Date 10/17/06 Revisions; B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Revsd By: F.K. Date: 5/13/06 Revisions: A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Draw By Date: Checked By: Date: F. K. 2/28/06 J. J. 3/23/06 2 +C3 +2 4 2 +C4 +2 4 2 +C4 +2 4 2 +C4 +2 5 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAM1 - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI H. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI 1. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI L. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (1/8" A,.090, 1/8" A) - (1/8" A,.090, 1/8" HS) (1/8" HS,.090, 1/8" HS) (3/16" A,.090, 3/16" A) - (3/16" A,.090, 3/16" HS) - (3/16" HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: O X 2 +C3 +2 3 -•-- ANCHOR QUANTITY PER JAMB 9" REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) I 18 3/4" MAX. --►1 H--3" MIN. 1 9" REF. r- 8 3/4" MAX. y--1 1/2" TYP. 1--,--3" MIN. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT REVISED as corny'., : , with the Florida Building Cock Acceptance ;cc ts]o Expiration DaZe i 08I5.cxj Dade Product 4 a on By Mi, Div' t 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 Visibly Better Description: ANCHORAGE SPACING, OX AND XO WINDOWS Title: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sedes/Modet HR710 Scare: NTS Sheet 10 c 11 Drawing hie 4127 -10 Rev: C Robert L. Clark, P.E. PE #39712 Structural ANCHORS DETAIL "B", "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS w ANCHORS DETAIL A ANCHORS DETAIL A (T1 '_J .4 1/ \ (^ (T1 , ___ �/ ....----- 'LJ 4 CD -1 , ( f J W1 W2 W W = W1 +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = Hi 1 NOTES: 1. THE 33 1/3Z STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- • MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. ANCHORS DETAIL "B", "C" OR "D" AT BOTH ENDS AND AT BOTTOMS W = W 1 +W2 +W3 H = Hi +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W i +W2 OR W2 +W3 MULL LENGTH = Hi USED IN THE DESIGN OF THIS PRODUCT . MAXIMUM OF h ANCHORS DETAIL "8", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS J (7) MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR Wi +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, UNITS. QUANTITY AND LOCATION, REFER w� J P1 MULLION H = H 1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W TO SHEETS , OODUCI eENEWED as eomplykgwith Q. Bidding Code Acceptance No /.. 11 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1 obert L: Clark, P.E. PE #39712 Structural INDUSTRIES Revsd F.K. Revsd By: F.K. Dar 5/3 %6 ar 5D%5/06 Revisions: D—ADD NOTES 5 & 6 Revisions: C —ADD TECH. REFS. Drawn By: P.J.P. ate: 4/28/00 Description: 1" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Trtte: ALUMINUM TUBE CLIPPED MULLION Series /Model: Scale: Sheet: Drawing No. MULLS NTS 1 of 7 6221 Rev: \ \ \ —r \ (-- , ___ e ..._. , ~ `1 ? --W 1 W2 W3 IA/ W = W 1 +W2 +W3 H = Hi +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W i +W2 OR W2 +W3 MULL LENGTH = Hi USED IN THE DESIGN OF THIS PRODUCT . MAXIMUM OF h ANCHORS DETAIL "8", "C" OR "D" BOTH ENDS ANCHORS DETAIL "B", "C" OR "D" BOTH ENDS J (7) MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR Wi +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, UNITS. QUANTITY AND LOCATION, REFER w� J P1 MULLION H = H 1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W TO SHEETS , OODUCI eENEWED as eomplykgwith Q. Bidding Code Acceptance No /.. 11 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1 obert L: Clark, P.E. PE #39712 Structural INDUSTRIES Revsd F.K. Revsd By: F.K. Dar 5/3 %6 ar 5D%5/06 Revisions: D—ADD NOTES 5 & 6 Revisions: C —ADD TECH. REFS. Drawn By: P.J.P. ate: 4/28/00 Description: 1" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Trtte: ALUMINUM TUBE CLIPPED MULLION Series /Model: Scale: Sheet: Drawing No. MULLS NTS 1 of 7 6221 Rev: PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1 x MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 FOR 1" MULL 3" #12 SCREW, SEE NOTE 3 TYPICAL MULLION TO MULLION INSTALLATION, DETAIL 'A" 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH SEE NOTES 2 & 3 MIN. SEE NOTE 3 OTHER) PGT 1 x MULLION WOOD BUCK REMOVED TO CONCRETE WOOD BUCK 28(TYP)18(TYP SEE NOTE 1 #12 FH SMS 2" OR 4" STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 SEE NOTES 2 & 3 TYPICAL, MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE -FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1 /4 " TAPCONS OR 1 /4 " SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR A STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL - TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING ® OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. PGT 1 x MULLION --- TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC., DETAIL "C" F---2" OR 4"----1 2 MIN.- 28(TYP)18(TYP) } SEE NOTE 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 O E7- SEE NOTE 1 } • MASONRY ANCHOR, SEE NOTES 1 & 3 WOOD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAIL "D" PRODUCT ENEWEb asecatplykossidi flor * adding Code Acceptance No I. • dIaRty TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 5 Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd By F.K. Dat 5>3 %6 Revisions: D— MODIFY NOTES 3 & 5 Revsd By: F.K. Oat 53/04 Revisions: C—ADD EMBED. DETAILS Drawn By: P.J.P. Date: 4/28/00 Description: 1" HEAVY WALL, CLIP INSTALLATION DETAIL 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: Scale: Sheet: Drawing No. MULLS NTS 2 of 7 6221 Rev: 1 " MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 31.— 4 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 3/8 1 x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 1 3/16 1 15/16 1 3/8 3 3/16 A/2 4MAX. f 1 jVIAX. O fl A O TWO (2) ANCHOR LOCATIONS 1 BMIN • J LA-J A/2 1 ONE (1) ANCHOR LOCATION NOTES: ® THREE (3) ANCHOR LOCATIONS BMIN. TYP. BMIN I TWO (2) ANCHOR LOCATION 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. BMIN. 1f TYp. BMIN.-1—I----A-1 -MAX. © FOUR (4) ANCHOR LOCATIONS 3MIN. 16 D SIX (6) ANCHOR LOCATIONS 3MIN. TYP. (4)EQ. SP. (A-3/4)/4 THREE (3) ANCHOR LOCATIONS 3MIN. �— —3 6 BMIN. TYP. ® FIVE (5) ANCHOR LOCATIONS PRODUCT RENEWED as nwith the Elands tinkling Cede Not / ∎t2S•0� il1CJf;1[>t TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS S Robert L. Clar!c, N.E. PE #3'712 Structural INDUSTRIES Revsd 8y: F.K. Dat 5%30/06 Revisions: D -NO CHG THIS SHT Revsd By: F.K. 5/5/06 Revisions: C— REDRAW, ADD DIM. &NOTE Drown 8y: P.J.P. Date: 4/28/00 Description: 1" HEAVY WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 3 of 7 Drawing No. 6221 Rev: D 3 8 1 4� 1 8 r134 2 21 32 r_3 1 17 1 ? x HEAVY WALL MULLS MAT'L: 6063 -T6 NOTE: 1. REFERENCE TEST REPORT 1- 1L -2902, 2903 AND 2975 1 8 MODUCTWENDNED ascomplyingretthdienerhia OrdWgCock AooeeNo G -0 25. I} TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 66, obert L. Clark, P.E. PE #39712 Structural INDUSTRIES Revsd K 5/3 %6 Revsd By: Doty F.K. 55/06 Drown By: Date: P.J.P. 4 28/00 Revisions: D -NO CHG THIS SHT Revisions: C -NO CHG THIS SHT Description: 1" HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: 1x Sheet: 4 of 7 Drawing No. 6221 Rev: CHART 2. -1 x2.75x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES CLIP TO OPENING 50 (2) A (3) A (3) B (3) B 60 (2) A (3) A (3) B (3) B 70 (2) A (3) A (3) B (3) B 80 (2) A (3) A (3) B (3) B 90 (2) A (3) A (3) B (3) B 100 (2) A (3) A (3) B (4) B 110 (2) A (3) A (3) B (4) B 120 (2) A (3) A (3) B (4) B 130 (2) A (3) A (3) B (4) B 160 (2) A (3) A (3) B (4) B MULL LENGTH IN INCHES LIP TO MULL 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 170 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 166 170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 145 152 127 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 131 131 112 112 99 99 90 90 84 84 80 80 77 77 76 76 76 76 76 76 113 113 97 97 85 85 77 77 72 72 68 68 65 65 64 63 63 63 63 86 86 73 73 65 65 58 58 54 54 50 50 48 48 46 46 45 45 44 44 73 73 62 62 54 54 49 49 45 45 42 42 40 40 38 38 37 37 36 36 67 67 57 57 50 50 45 45 41 41 38 38 36 35 35 33 33 32 32 54 54 45 45 40 40 35 35 32 32 30 30 28 28 27 27 26 26 24 24 43 43 37 37 32 32 28 28 26 26 24 24 22 22 21 21 20 20 19 19 36 36 30 30 26 26 23 23 21 21 19 19 18 18 17 17 16 16 15 15 25 25 21 21 18 18 16 16 23 23 19 19 17 17 15 15 CHART 1. -1 x2x.375 QTY. & TYP. ANCHOR CLIP TO OPENING CLIP TO MULL 50 (2) A (2) B (1) B 60 OPENING WIDTH IN INCHES 70 80 90 100 110 120 130 160 (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 155 142 134 130 130 130 130 130 130 130 129 116 107 102 100 99 99 99 99 99 115 100 91 85 82 80 80 80 80 80 94 81 73 68 64 63 62 62 62 62 67 58 58 49 51 44 47 44 42 40 37 35 41 34 41 34 41 34 41 34 50 43 38 34 32 30 29 28 28 28 38 32 29 26 24 22 21 20 20 20 32 27 24 22 20 18 17 17 16 16 30 25 22 20 18 17 16 15 15 24 20 17 16 19 16 16 Vertical Mull 1� Mull Length JA �Opening� Width Horizontal Mull Opening Width 1. Mull Length Multiple Mulled Units Mull Length 1 Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4') B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. UUCP RENEWED as complying with the Bailing Acceptance ! -01 5.0?- Expiration i�� By Divhion TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark. P.E. PE #39712 Structural INDUSTRIES Revsd By F.K. Revsd By: F.K. Oct 5%3 %6 Dat 5%5/06 Revisions: D -NO CHG THIS SHT Revisions: C- MARKED REVISIONS Drown By: P.J.P. 4/2Date: 8/00 Description: 1" HEAVY WALL, PRESSURE CHARTS 1 & 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS -Sheet: 5 of 7 Drowing No. 6221 Rev: CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 CLIP TO OPENING (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B CLIP TO MULL L\ (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) A (4) B (2) B (3) B (2) B (2) A (4) B (2) B 110 120 130 160 (3) B (2) A (4) B (2) B (2) B (3) B (2) B (2) A (4) B (2) B s C) z z MULL LENGTH 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 170 170 166 152 170 170 170 160 148 135 170 170 169 155 170 170 148 136 124 169 156 142 170 141 129 116 170 161 148 133 170 138 125 112 170 158 143 128 170 137 123 109 170 157 141 125 170 170 170 170 (3) B (2) B (2) A (4) B (3) B (2) A (4) B (2) B (2) B (2) B 170 170 170 170 137 123 108 157 141 124 137 123 108 157 141 124 137 123 108 157 141 124 137 123 108 157 141 124 133 152 117 134 106 122 99 113 94 107 90 103 88 101 88 100 88 100 88 100 125 143 110 126 99 114 92 105 87 99 83 95 81 93 80 91 80 91 80 91 118 135 103 118 93 107 86 97 81 90 77 85 75 82 73 80 73 79 73 79 106 108 92 92 81 81 73 73 67 67 63 63 60 60 58 58 56 56 56 56 91 91 77 77 68 68 61 61 56 56 52 52 49 49 47 47 46 46 45 45 84 71 71 63 63 56 56 51 51 48 48 45 45 43 43 42 42 40 40 67 67 57 57 50 50 44 44 40 40 37 37 35 35 33 33 32 32 30 30 54 54 46 46 40 40 36 36 32 32 30 30 28 28 26 26 25 25 23 23 44 44 38 38 33 33 29 29 26 26 24 24 23 23 21 21 20 20 18 18 31 31 26 26 23 23 20 20 18 18 17 7 15 15 29 29 24 24 21 21 18 18 17 17 15 15 Vertical Mull Mull Length �Opening� Width Horizontal Mull i Opening Width k__ Mull Length Multiple Mulled Units Mull Length Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1 /4 " TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4') B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. RENEWITA . Florida at easpblagaddi aft `de�w ,-o I2.,a� TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark, P.E. PE #39712 S!ructural INDUSTRIES Revsd By: F.K. n0/06 Revisions: D -NO CHG THIS SHT Revsd By: F.K. 55/06 Revisions: C— MARKED REVISIONS Drawn By: P.J.P. Dote: 4/28/00 Description: 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 6 of 7 Drawing No. 6221 Rev. C CHART 4. -1 x4x.375 QTY. & TYP. ANCHOR CLIP TO OPENING OPENING WIDTH IN INCHES 50 (2) A (3) A (4) B (6) B 60 (2) A (3) A (4) B (6) B 70 80 (2) A (3) A (2) A (3) A (4) B (6) B (4) B (6) B 90 (2) A (3) A (4) B (6) B 100 110 (2) A (3) A (2) A (3) A (4) B (6) B (4) B (6) B u) w 0 z MULL LENGTH IN CUP TO MULL & 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B 120 ,.130 160 (2) A (3) A (2) A (3),A (2).A (3) A (4) B (6) B (4) B (6) B (4) B (6) B (5) B (5) B (5) B (5) B (5) B (E. (5) B , (5)- B • (5) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 159 170 170 170 170 154 144 170 169 170 143 170 133 170 170 170 162 170 158 136 170 131 126 170 121 170 157 170 128 170 117 170 170 169 157 170 157 127 170 127 116 166 116 170 157 170 127 165 116 170 170 165 170 170 150 170 135 170 125 170 117 166 112 156 108 150 106 145 105 144 105 144 154 170 134 170 120 165 110 148 103 136 98 127 94 120 91 115 89 112 88 111 144 170 125 160 112 140 102 126 95 116 90 108 86 102 83 98 81 95 79 93 140 170 121 148 108 129 99 116 92 106 87 99 83 93 80 89 78 87 75 84 128 138 111 117 98 102 90 92 83 83 77 77 73 73 69 69 ' 66 66 62 62 112 112 95 95 82 82 74 74 67 67 62 62 58 58 54 54 52 92 92 78 78 67 67 60 60 54 54 50 50 47 47 44 44 42 52 48 42 38 48 38 64 59 27 64 59 27 54 50 22 54 50 22 47 43 19 47 42 43 38 19 17 42 38 17 37 34 15 37 34 34 34 i 32 31 31 29 32 29 15 30 30 28 27 27 26 28 25 26 23 25 23 Vertical Mull Mull Length _Opening Width Horizontal Mull Opening Width Mull 'Length' Length Multiple Mulled Units Mull Length \Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4") OR 1 /4 " SS4 CRETE -FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. gramiln lv'a Asiettaao TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 4 /1/ f. Clarl -, RE. PE /3C1712 Structural INDUSTRIES Revsd By: F.K. Da: 5%3 %6 Revisions: D -NO CHG THIS SHT Revsd By: F.K. Revisions: C— MARKED REVISIONS Drown By: P.J.P. Date: 4/28/00 1" HEAVY WALL, PRESSURE CHART 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scale: NTS Sheet: 7 of 7 Drawing No. 6221 Hey: AB -7 18 Gauge Angle Clips. 1472 AB -5 Typical Installation Product Code Dimensions (inches) Fastener Schedule Alowable Loads (lbs) Wl W2 L Header Joist Fl F2 AB5 1Y2 216 5 3- 1Odxl%" 3- lOdxll/2" 511 595 AB7 1Y2 2316 7 4- 10dx1/2" 4- 10dx1y2" 582 794 Notes: Nail wider angle leg to Joist and Shorter leg to Header. GENERAL NOTES: 1. Steel shall conform to ASTM A653, structural grade 33 (Min. yield 33 ksi) and aminimum galvanized coating of G 60 per ASTM A525. 2. Allowable loads are based on National Desing specifications (NDS) for wood construction, 2001 /2005 Edition. 3. Design loads are for Southem Pine species with a specific gravity of 0.55. Allowable loads for other species shall be adjusted accordingly. 4. Common wire nail values are based on NDS table 11P, 0155 and have been reduced for Penetration Depth factor P /10D. 5. Allowable loads for wind uplift have already been increased by a duration factor of 60% for anchor nail. Load values shown are without 33% steel stress increase. 6. Allowable loads for more than a single connection cannot be added together. A design load which is divided into components in the direction given must be evaluated as follows: Actual Uplift + Actual Ll + Actual L2 =1.0 Allowable Uplift Allowable Ll Allowable L2 7. Allowable loads are based on 1%" thick wood members unless otherwise noted. 8. All tie beams and grouted concrete masonry shall comply with chapter 21 of FBC. Concrete for tie beams and grout and mortar for concrete masonry shall be a minimum of 2500 psi. Concrete masonry shall comply with ASTM C90. 9. All tests have been conducted in accordance with ASTM D -1761. VIPIN N. TOLAT. PE (CIVIL) FL REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 PRODUCT REVISED as dying with die Florida Budding Code Aco p*an a No4, -O ' Eepiintion Nu -Vue Industries, Inc- 1053-1059 East 29 Street Hialeah, Florida 33013 (305) 694 -0397 Fax: (305) 694 -0398 TRUSS AND TOP PLATE ANCHORS DWG #: NU -1 Sheet: 1 of 4 Date: Feb 18, 2,008 Revisions: Deep Seat Truss Anchor.. They are designed to resist lateral and uplift forces. The strap is made of 14 gauge steel and the seats of 20 gauge steel. UPLIFT Truss Plate requk,ed _.„„ C to transfer uplift to r,,,,,......„,• j : i � ' button chorol. •..... .f,., i.::.• -ftli-,,,.... Assembly Product Code Dimension H (inches) Total No. of Fasteners in Strap lOd x 1X" Total No. of Fasteners in 20 GA. Seat led x 1X" Allowable Loads (lbs) U lift p 6 6 Li 6 L2 NVSTA12 12 5 6 1046 700 1049 6 6 1141 760 1144 NVSTA16 16 7 6 1236 823 1239 NVSTA20 20 8 6 1331 887 1335 9 6 1426 950 1430 NVSTA22 22 2259 NVSTA24 24 Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel plates to resist lateral and uplift forces. The seats are made of 20 gauge steel. UPLIFT Assembly Product Code Dimension H (inches) Total No. of Fasteners in two Straps 10d x lx" Total No. of Fasteners in 20 GA. Seat 10d x ly" Allowable Loads (lbs) 6 Uplift 5 Uplift 6 L 6 L2 NVHTA12 12 10 6 1506 1766 1050 1450 12 6 1695 1987 1181 1631 NVHTA16 16 14 6 1883 2208 1312 1812 NVHTA20 20 16 6 2071 2429 1444 1994 18 6 2259 2649 1575 2175 NVHTA22 22 Notes: PRODUCT 1. Nails are necessary in straps and seat to achieve, desing loac 2. See note 6, sheet 1 for combined loading. acae R EVI ia�ce N a NVHTA24 24 3. Nails through chords shall not force the truss plates. 4. For general notes, see sheet 1. 5. For higher uplift loads, concrete shall be 3000 psi. 6. Based on min. 2500 psi concrete. VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 sly wxl,droMod& Nu -Vue Imes,. 1053 -1059 East 29 Street Hialeah, Florida 33013 (305) 694-0397 Fax: (305) 694 -0398 TRUSS AND TOP PLATE ANCHORS DWG #: NU -1 Sheet: 2 of Date: Feb 18, 2,008 Revisions: 12 Gauge NVTHJ Truss Hip & Jack Hanger 20G Stud Plate Ties UPLIFT Left e. e Right IKE-1 ( ISOMETRIC ) 0316 Typ, Header 2 -2X Jack 1 -2x TYPICAL IKE1 INSTALATION IKE -1 IKE-2 NVTHJ -26 as shown NVTHJ -28 similar U.S. Patent No. 4,964,253 Allowable Loads (lbs) S. Pine Nail Schedule Product Uplift Header Hip Nail 10d Jack Nail l Od Code Loads Nails 16d (e) a b total c d total NVTHJ26 1478 16 4 3 7 2 3 5 NVTHJ28 1931 20 5 4 9 2 3 5 Note: For 1 -2x members 10dxly" nails can be used Dimensions (inches) Fasteners Allowable Loads (lbs) Product Code W H L Stud Plate Uplift Ll L2 IKE 1 13' 5 34 6-10d 4-lOd 787 337 337 IIE 2 ly 63 34 6-lOd 7 -IOd 932 451 318 VIP1N N. TOLAT, PE (CIVIL) FL REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 Nu -Vue Industries, Inc. NVTHJ -28 as shown NVTHJ -26 similar 1053 -1059 East 29 Street Hialeah, Florida 33013 (305) 694-0397 Fax: (305) 694 -0398 TRUSS AND TOP PLATE ANCHORS Sheet: By Mia n tt de Product Control Division Date: Feb 18, 2,008 Revisions: 4 18 Gauge NVTT Sanibel Truss Strap Product Code Dimensions (inches) Fasteners Schedule Allowable Loads (lbs) W B H L Truss Top Plates Hollow Concrete Masonry Uplift LI NVTT -1 146 1% 14 13 2- 10dxly" 6-10d ----- 968 543 NVTT -2 19A6 13/4 14 13 2- 10dx1y" 6"T 1 " 1584 465 — 1. 1- 10dx134" nail is placed on each side of the Truss and 3- l0dnails in each leg are placed in two top plates. 2.31-/ "dia. x 1K" long, 1Y" embedment tapcons are placed in each leg and into the hollow concrete masonry. Maintain 234" edge distance from top of the block and spacing of 3" between the tapcons. NVTT 1 and 2 UPLIFT NVTT-1 As Shown NVIT 2 Similar except concrete masonry with tapcon anchors instead of Wood Plates and nails. 18 Gauge NVHC 37 5WAY Grip Clip (520) UPLIFT VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 • kODUCT REVISED as wits the Florida Building Code Ace No ' ! --P .02 J on • ' "i3 rafrks.. , Product Control Nu -Vue yes, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 (305) 694 -0397 Fax: (305) 694-0398 TRUSS AND TOP PLATE ANCHORS DWG #: NU -1 Sheet: 4 of 4 Date: Feb 18, 2,008 Revisions: Nail Schedule Allowable Design Loads (lbs) pmt Code Description Header or Plate Joist or Stud Uplift Ll L2 NVHC 37 5 Way Y " 16-8d or 16-10d 12-84 or 12 -10d 702 560 637 UPLIFT VIPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 • kODUCT REVISED as wits the Florida Building Code Ace No ' ! --P .02 J on • ' "i3 rafrks.. , Product Control Nu -Vue yes, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 (305) 694 -0397 Fax: (305) 694-0398 TRUSS AND TOP PLATE ANCHORS DWG #: NU -1 Sheet: 4 of 4 Date: Feb 18, 2,008 Revisions: • _ N)L f\YI c' E L (L Miami Shores Village SEP 2 2011 i '1/P {��t��u Building Department '10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No.ull 61 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Master Permit No. State: �J Phone #: 7:6f .6 ° 553 Zip: /.0` Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Miami Shores Folio/Parcel #: laot County: Miami Dade Zip: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: S — -� NO Flood Zone: Z i /yifr ice., A 4ti 's :Pa/ Phone #: '5 ??0'2-41)2._ 4 r ., / City: /k/ State: Zip:!' ')171`1 Certificaiio&oi egistration #: Email Address: Qualifier Name: j Contact Phone #: DESIGNER: Architect/Engineer: &oz -i2/3 A) �lc�nJ Phone #: ...air- s--"`" Certificate of Competency #: i.2_ 7,ern Fi lhone #: 7 ,7 Value of Work for this Permit: $ / (X? Square/Linear Footage of Work: / Type of Work: Addition DAlteration ation ONew ORep /Replace Description of Work: / �L iti7l• W k' ` C i S gP OYU'S DDemolition wet **+ r**** ***+ x****** *:r. *** ***********x+** *** Fees********* **** **a:**** ** ************ *+xx:******* Submittal Fee $ Permit Fee $ 0 Ov CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 5 • "� • Bonding Company's Name (if applicab )' Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage. Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, B011 FRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER. OR AN' ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ab ence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owne " • gent The foregoing instrument was acknowledged before me this day of 0 ,20_,by w • is personally know e or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: z n Ado EmmQuEcHAu * MY COMMISSION #DO96298;1 EXPIRES: January 18, 2014 ot di�. ' " Bonded Th i Budget Nets y Sedges 4epos)* ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signature Contractor The foregoing instrument was acknowledged before me this day of 20 il, by ftN4fQ t 11:7: w 1�s personally know me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: c My Commission Expi ss. "' cHAu it MY r; I #Dogrea3 APPROVED BY /0'7201 Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) EXPIRES: January 18,2014 u}1 Oe Bonded Thto Budget Nuttily States * * * * * * * * * ** * * * * * * * * * * * * * ** Zoning Clerk MIAMI -BADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2010 LOCAL BUSINESS TAX RECEIPT 2011 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2011 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 306899 -6 THIS IS NOT A BILL — DO NOT PAY RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 320687 -7 • COLTRAIN CONSTRUCTION CO STATER CGC055828 535 SW 8 ST 100 33130 MIAMI OWNER COLTRAIN CONSTRUCTION CO See. GT GENERAL THIS E ONLY A LOCAL BUSINESS TAX REEiPG fP . DOES NOT PERMIT THE HOLM TO VIOLATE ANY EXISTING REGULATORY OR 1 COUNTY OR MES. NOR OF THE 4 DOES IT EXEMPT' THE . HOLDER FROM ANY OTHER PERMIT OR UCBMSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUAURCA- PAYMENT RECEIVED MIAMI -OADE COUNTY TAX COLLVTOR: 09/17/2010 60000000343 000045.00 L SEE OTHER SIDE BUILDING CONTRACTOR WORKER /S 1 DO NOT FORWARD COLTRAIN CONSTRUCTION CO MARK COLTRAIN 441 NE 53 ST MIAMI FL 33137 1,, 1i,„ li,,,, ii„ ii, i ,,,i »ii,Ii,.R,i„',Si,i,i „i,,,IBA 08 -11 -2010 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 08/11/2010 EXPIRATION DATE 08/10/2012 PERSON: COLTRAIN MARK A FEIN: 650376472 BUSINESS NAME AND ADDRESS: COLTRAIN CONSTRUCTION COMPANY 441 NE 53RD ST MIAMI FL 33137 SCOPES OF BUSINESS OR TRADE 1- GENERAL CONSTRUCTION 2— CERTIFIED GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 0514), F.S., ea off leer of a corporation who elects exemption from this chapter by filing a cert f(afe of election ender this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.0512), F.S., Certificates of election to be exempt.. apply only within the scope of the business or wade listed on the notice of election to be exempt Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certff(cates of election to be exempt shall be subject to revocation ff, at any time after the (fling of the notice or the issuance of the certificate, the person named on the notice or certif(cote no longer meets the requirements of Ibis section for issuance of a certificate. The department shall revoke a certffiate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 COLTR -1 OP ID: MF Ac�°. RiY CERTIFICATE OF LIABILITY INSURANCE °� 06/08/""'"' 06/08/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BEEWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 305- 279 -5446 International Insurance Center 7990 SW 117 Ave Suite 209 305-279-4045 Miami, FL 33183 -3845 Edward Cabassa mole PHONE FAX tArc. No. Exu: I (AIC, No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIL 0 INSURER A : Mid - Continent Group INSURED Coltrain Construction Co. 441 NE 53 St Miami, FL 33137 INSURERS: 06/18/11 INSURER c' EACH OCCURRENCE INSURER D : X INSURER E : DAMAGE TD RENTED PREMISES (Ea occurrence) INSURER F : MED EXP (Any one person) COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP (MM/DDIYYYY) LIMITS A GENERAL LIABILITY 04GL000793513 06/18/11 08/18/12 EACH OCCURRENCE $ 500,000 X COMMERCIAL GENERAL LIABILITY ICLAIMS -MADE X OCCUR DAMAGE TD RENTED PREMISES (Ea occurrence) $ 100,000 MED EXP (Any one person) $ Excluded PERSONAL & ADV INJURY $ 500,000 GENERAL AGGREGATE $ 500,000 GEN'L AGGREGATE LIMIT APPLIES PER: 7 POLICY n JFC n Loc PRODUCTS - COMP /OP AGG $ 500,000 $ AUTOMOBILE LIABILITY COMBINED SINGLE UMr (Ea $ ANY AUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON-OWNED AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED 1 1 RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' UABRITY Y / N ANY PROPRIETORIPARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) I yes. describe under DESCRIPTION OF OPERATIONS below N /A WC I ER EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Ls required) CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 Northeast 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE C1( ACORD 25 (2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 2011 LOCALBUSINM TAX REC MIAMI -DADS COUNTY- STATE_ ?. JOT SE DIS ,z2t #2 LIMO' TTO OUNTY CaD c 306899 -6 ��ss 0C �qN THIS IS NOT A BILL - DO NOT PAY BUserfari UCTION CO 535 SW 8 ST 33130 MIAMI car RR�ENEWAL 100 STATE G6C05�5828 320687 -7 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 D COLTRAIN CONSTRUCTION CO r& BUILDING CONTRACTOR WORKER /S BUSINESS THIS IS ONLY A LOCAL 1 TAX RECEIPT. IT DOES NOT HOLDER TO YIPS ANY EXISTING REGULATORY OR ZONING U OF THE DOES IT EXEMPT THE CITIES. NOR DO NOT FORWARD HOLDER FROM REQUIRED BY LAWNS NOT A_ __ CERDFICATION OF COLTRAIN CONSTRUCTION CO TTIONSS.. LDQ OOA�'G'- MARK COLTRAIN 535 SW 8 ST 100 _PAYIBBIT RECEIVED COLLECTOM COUNTY TAX MIAMI FL 33130 09/08/2011 j 60000000293 St r�i{Iiii..11.1fAnnil D11sai111111'littlitU16 11 000045.00 SEE OTHER SIDE Permit No: 11 -1714 Job Name: October 12, 2011 Miami Shores Village Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204' Fax: (305) 756.8972 Page 1 of 1 1) Provide all permit applications prior to any further reviews.(electric) Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets ad include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 11 -1714 Job Name: September 28, 2011 k Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet Provide approval from HRS /DOH/ rovide all permit applications prior to any further reviews. io[ ')ii - Appl,zp wri- Dl245. rovide energy calculations and show insulation requirements on plans. (,1C, s rovide a permit application for the exterior patio. herd. The stair riser size must be the same or equal. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -9 -11 -1714 Expires:Not Issued Folio Number:1132050090360 Owner's Name: MARTIN PUFF Job Address: 1208 98 Street Miami Shores, FL 33138- Owner's Phone: (786)553 -7400 Total Square Feet: 0 Total Job Valuation: $ 19,000.00 Contractor(s) COLTRAIN CONSTRUCTION CO Phone (305)285 -6723 Primary Contractor Yes 1 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 9/21/2011: Yes Comments: Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: l 1— I.7 1 LI DATE: t ° 1 / / fl/A/'/ —4 ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Csy(z42.4-c)--f tart-4-3 Address: 2_ c o L c_ ' ST From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building D rtmen to contin 1.ermitting process. Acknowledged by: PERMIT CLERK INITIAL: -P RESUBMITTED DATE: PERMIT CLERK INITIAL: