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WS-11-1065Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 165584 Scheduled Inspection Date: February 19, 2013 Inspector: Bruhn, Norman Owner: SENA, RALPH DE Job Address: 14 NE 108 Street Miami Shores, FL Project <NONE> Contractor: ETC UNLIMITED INC Permit Number: WS -6 -11 -1065 Permit Type: Windows/Shutters Inspection Type: Anal Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360110070 Building Department Comments NEW WINDOWS & DOORS (IMPACT) AS PER B.O OK TO RENEW PERMIT AND CALL FOR INSPECTION UNTIL 2/22/13 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 160837. Bucks must extend the total width of the windows. The sills in the back room require design from an architect or engineer. Sill is empty block. NB February 15, 2013 For Inspections please call: (305)762 -4949 Page 3 of 32 Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 14 NE 108 Street Miami Shores, FL 1121360110070 Block: Lot: RALPH DE SENA 1 Owner Information Address Phone CO RALPH DE SENA 14NE108ST MIAMI SHORES FL 33161 -7036 1 Contractor(s) ETC UNLIMITED INC Phone Cell Phone Valuation: Total Sq Feet: $ 7,500.00 0 1 Type of Work: WINDOWS & DOORS No of Openings: 15 Additional Info: IMPACT Classification: Residential Scanning: 6 , Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.80 $3.75 $3.75 $1.60 $250.00 $18.00 $6.40 $288.30 , Pay Date Pay Type Amt Paid Amt Due Invoice # WS-6 -11 -41189 06/21/2011 Check #: 1532 $ 238.30 $ 50.00 06/09/2011 Check #: 1615 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final -, In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. June 21, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date June 21, 2011 1 Miami Shores Building Department 1 1 Product A R roval Schedule / Com • arison Chart Address: /9NF / ©8 er Permit No. 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 (AHD). 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 MU 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. D E S C R I P T I O N : S e r i e s 740 " fi'so tedWindoW' �T r APPROVAL DOCUMENT: Drawing No. 7052 -7, titled "Alum. Projected Window, Impact", sheets 1 through 11 of 11, prepared by manufacturer, dated 02/24/03 with revision "C" dated 09/02/08, signed and sealed by Lucas A. Turner, 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 Missnle 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 # 05- 1129.10 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. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.Eov/bmfdin!COde jPPPROVEDi NOA No. 0841709.16 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 7052 -7, Sheets 1 through 11 of 11, titled "Alum. Projected Window, Impact ", dated 02/24/03 with revision C dated 09/02/08, prepared by Mfr., signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum projected window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ITL -3728 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0514.10) 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 24113.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum fixed window mulled to a projected window with 9/16" HS laminated, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3724 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03 -0514.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 11/21/05, prepared, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E1300 -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 de Nemours & Co., Inc. for "DuPont Butacite ® PVB Interlayer" dated 01 /05/06, expiring on 12/11/10. E -1 Manuel 1' Product Control ! +1 ' 1 r NOA No. 0: ' ' .16 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated 5/12/03, signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated 5/12/03, signed and sealed by Lucas A. Turner, P.E. 3. Statement letter from original engineer stating that there are no changes to the product and that it conforms to the FBC, dated 6/26/08, signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.10, issued to PGT Industries for their Series CA- 740 Aluminum Projected Window — LMI, approved on 02/23 /06 and expiring on 11/06 /08. E -2 Manuel Product Control NOA No. 08-070 6 Expiration Date: November 06, 2013 Approval Date: October 30, 2008 MlA 4 Y COUP 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 otter areas where allowed by the Authority Having Jurisdiction (AID). This NOA shall not be valid after the expiration date stated below. The ATiami -Dale County Product Control Division (In Miami Dade County) and/or the ABJ (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 AIIJ may immediately revoke, modify, or suspend the use of such product or material within theme 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 falls to meet the requirements of the applicable building code. This product is approved as desc %bed herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION erles "FD- 101" Out'swing Muslim= French ,Door w /S APPROVAL DOCUMENT: Drawing No.11005-1, titled "AluminumFrench door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E, bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufactmm'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. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcadeonline.com 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. Ibis NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No. 07-062910 Expiration Date: October 18, 2012 Approval Date: October 18,2007 Page l .PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.1105 -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02-22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report 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) 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 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and scaled by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L Clark, P.E. 2. Glazing complies with ASTM - 1310 -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.L DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03 /04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06 -21-07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 1St,, 1. 1.144 � himq L Cbanda, P.E. Product Control Examiner NOA No. 07462910 Eapi aton Date: October 18, 2012 Approval Date: October 18, 2007 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 marnifacturer 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series c`PW 701" Aluminum Fixed Window •: LNII APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact,,, sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision `B" on dated 4/4/07, 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 RATING: Large Missile Impact Resistant Limitation: 1. Max DLO =Width-3.75" and /or= Height 3.75 ". The Annealed glass to be on exterior side of laminate. 2. Max. comer distance for anchors is 8.5 ", except Hexagon & Octagon comer dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1 "-and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. 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 salts, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07-0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, 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.miamidade.eov/buiidinecode .APPROVED LNOA.NQ 08- 1112.1 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 Page 1 PGT Industries NOTICE Of ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07-0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME -1300-02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex MG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. E -1 is l\ 1. L.L i Ishaq 1. Chanda, 1'. E. Product Control Examiner NOA No 08- 1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Teclmology Drive Nokomis, FL 34275 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 392 -6339 www.miandriade.aoWbuildingende This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docmnientation 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 (AEJ). 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 =timer, the mangy 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" Alumrnr>nm Horizontal Roller Window — Li .M.L APPROVAL DOCUMENT: Drawing No 4127 -10, titled "Alma. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 01/15/2007, 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 Mme Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miarm 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 manufactrme of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 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 07. 0815.03 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, tided "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 PUT 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 Afissile 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 03/08/2, signed and sealed by Edmundo Largaespada, P.E. (Submitted Mader 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 Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) E -1 Manuel P Product Control iA:4'1"""", NOA No 07 + ~ .89 Expiration Date: December 21, 2011 Approval Date: January 0.i, 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 Butadte PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03-0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl bntryal 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 Largacspada, P.E. (Submitted wader NOM 0t - 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 Pte, Prat Control NOA No 07. 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2003 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED GLASS COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED COMPONENT COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 0 2. CONFIGURATIONS: X. PROJECTED WINDOW MAY ALSO BE USED WITH THE CASEMENT FIXED WINDOW IN OX CONFIGURATION, FOR FIXED WINDOW DETAILS PLEASE SEE SEPARATE MIAMI - DADECOUNTY NOA. 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3 AND 11 FOR ADDITIONAL ANCHORAGE INFORMATION. JAMBS "X ": MAX. 8" FROM CORNERS JAMBS "OX ": MAX. 4" FROM "O" CORNERS MAX. 13" O.C. (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY MAX. 4" & 7" ON EACH SIDE OF MEETING RAIL MAX. 8" FROM "X" CORNERS HEAD & SILL: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN SEE SHEET 11 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 4 THROUGH 6. SEE SHEETS 4 THROUGH 6 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3724, FTL -3727 & FTL -3728. CONFIGURATION OPTIONS X 0 X NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3 DESIGN PRESSURE TABLES 4-6 SECTIONS 7-8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9 -10 PARTS LIST 10 ANCHORAGE 11 rriUS3liS 110:VA D ns c"sszlJE w6IIel 6he Ruble UM/4g Cafe keetar Me Raved By: Dann FJC 8/20/03 Raved By: Date; FJC 10/19/05 Raved RN' Dabs D.G. 08102/08 Diem By. Dann F.K. 02/24/03 Revisions A REMOVE "0" OPTION PER MIAMI-DADE Revisions 0 REVISE DP NOTE 3 AND ANCHORAGE NOTE4 Revs C Checkedey: MODIFIED NOTE2 Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 Visibly Better NOTES AND TABLE OF CONTENTS ALUM. PROJECTED WINDOW, IMPACT listissOledet CA-740 NTS 1 er 11 Noting No. 7052 -7 Lucas A. Tumor, P.E. PE #58201 Mechanical 1/8" ANNEALED GLASS OR HEAT -.,- .090 SOLUTIA OR DUPONT PVB INNER LAYER STRENGTHENED -� F-- 1/8" HEAT STRENGTHENED GLASS GLASS OUTSIDE Roved Bs FJG 5/16" LAMINATED GLAZING DETAIL L .65" NOM. GLASS BITE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT �-- STRENGTHENED GLASS OUTSIDE 7/16" LAMINATED GLAZING DETAIL 1 .65" NOM. GLASS BITE 1 13/16" NOM. 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE OUTSIDE 13/16" I.G. GLAZING DETAIL f p o UCY REVISED s3 ecetgytis with Ockliag Cede fvez.eplavae Fi;8 Dans 528/03 A ADD 'OUTSIDE' NOTATION Read By: FJG Data 10/19/05 Revisions: B NO CHANGE THIS SHEET D.G. Raved By: Dabs 09/02/08 Rs C NO CHANGE THIS SHEET Dram ar F.K. 02/24/03 Checked Ely: Deis 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Ytsdbly Better GLAZING DETAILS ALUM. PROJECTED WINDOW, IMPACT Swiss/Mode CA-740 Seger NTS� 2 erit iundlois 7052 -7 G „:2:1-„;?: PIA 2/dk- Lucas A. Tumor, P.E. PE #58201 Mechanical PLEASE SEE SEPARATE MIAMI -DADE COUNTY NOA FOR CASEMENT FIXED WINDOW 80" MAX. WIDTH ■ --__mot T1u I ,r I I I I , III l ►, f, l 59" MAX. FIXED II SEE MEETING RAIL DETAIL Revsd By: F.K Rend By: FK Rend* D.O. 1 8" MAX. I '- I---n. - 13" MAX. O.C. 4" MAX. --1 f 97 3/8" MAX. HEIGHT 31 3/8" MAX. DAYLIGHT OPENING Date: 8/28/03 ELEVATION "A" - "OX" (SEE SHEETS 5 & 6 FOR PRESSURES) ROVISICRIC A ANCHOR LOCATION TYP. ANCHOR LOCATION TYP. 4" MAX. —' MEETING RAIL DETAIL (SEE SHT.1 NOTE 4) 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING { 1 8" MAX. SEE MID -SPAN ANCHOR DETAIL X TYP. (4) 8" MAX. 4" MAX. — —i L- If 1 1 f 1 {-- --•1-- 13" MAX. O.C. 1 1/2" CENTERLINE 3" 1 1/2" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) 38 318" MAX. HEIGHT 31 3/8" MAX. DAYLIGHT OPENING ELEVATION "B" - "X" (SEE SHEET 4 FOR PRESSURES) aOUC a 111;;i) c®aatp,y €; waft the lea* DY 111 ry PDX: asa ii. .14 yl 013 REMOVE "0" ELEVATION Drawn BY: FIC wax 10/19/05 Datre 09/02!08 R B NO CHANGE THIS SHEET R C 02/24/03 Chocked Inn DASHED ALL "O" COMPONENTS, REMOVED "O" REFERENCES Date: 1070 TECHNOLOGY DRIVE NOKOMIS, R. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 �T Visibly Better Drowty&n: ELEVATIONS z ALUM. PROJECTED WINDOW, IMPACT BedesAwonet CA-740 NTS Sheet 3 11 Dreasing No. 7052-7 C Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTION: A _5/16" LAMI (1/8 "A,.090,1/8 "HS) FTL -3727 VENT HEIGHT 17.000 18.000 21.000 24.000 26.000 30.000 33.000 36.000 37.000 38.375 WINDOW WIDTH 24.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 26.500 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 30.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 36.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.4 =67.9' 37.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 , 70.0 -75.0 70.0 -73.7 70.0 -71.2 67.9 43.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 68.2 -68.2 60.4 -60.4 59.0 -59.0 57.2 -57.2 48.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 68.4 -68.4 59.4 - 59.4 54.3 -54.3 52.8 -52.8 51.1 -51.1 53.125 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 60.6 - 60.6 54.8 -54.8 48.8 -48.8 47.2 -47.2 45.5 -45.5 57.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 58.5 -58.5 51.0 - 51.0 44.8 -44.8 43.5 -43.5 42.1 -42.1 60.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.9 56.2 -56.2 47.5 -47.5 42.2 -42.2 41.1 -41.1 39.7 -39.7 GLASS OPTION B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) FTL -3727 ALL THE ABOVE SIZE COMBINATIONS 70.0 i -75.0 GLASS OPTION C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 f -90.0 GLASS OPTION E. 13/16" I.G. (1 /8 "HS, 3/8" SPACE, 5/16" LAMI W/ 1 /8 "HS & 1/8" HS) FTL -3728 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 I -75.0 Retied By: FK Naval By: F.K NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. tee: 8/26/03 PRODUCT DS}/ISED SS cangs2yMe nth the Me* Bsl Cads Anceyktaligi No t y ni:i:izu dais Prattled A NO CHANGE THIS SHEET Reied By: D.G. Omen P.K. Dzikc 10/19/05 Dab: 09/02/08 02/24/03 Nevi : B REVISED ANCHORAGE AND NOTE NO CHANGE THIS SHEET 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 T >ea: DESIGN PRESSURES "X" WINDOWS ALUM. PROJECTED WINDOW, IMPACT visibly Better SmbdAkdde CA-740 NTS shist 4 d 11 otavehe No. 7052 -7 Lucas A. Tumor, P.E. PE 558201 Mechanical COMPARATIVE ANALYSIS TABLE 3. "OX' UNEQUAL LITE WINDOWS TEST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) FTL-3727 B. 5 /16" LAMI (118 "HS,.090,1 /8 "HS) FTL -3727 C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) FTL -3724 E. 13/16" I.G. (1 /8 "HS, 3/8" SPACE, 5/16" LAMI W/ 1 /8 "HS, 1 /8 "HS) FTL -3728 VENT HEIGHT UP TO 26.000 30.000 44.000 50.625 59.000 FIXED HEIGHT 26.000 32.000 38.375 44.000 50.625 59.000 26.000 32.000 38.375 H 9 z z 24.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0- -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 26.500 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 _ -75.0 70.0 -70.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 30.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 63.9 -63.9 57.0 -57.0 70.0 -75.0 ' 70.0 -75.0 70.0 -75.0 70.0 -75.0 63.9 ' -63.9 57.0 -57.0 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 .70.0 -75.0 70.0 -75.0 70.01 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 ` -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 36.000 A 70.0 -75.0 70.0 -75.0 70.0 -70.4 59.2 -59.2 51.1 -51.1 43.0 -43.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 59.2 -59.2 51.1 -51.1 43.0 -43.0 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 37.000 A 70.0 -75.0 70.0 -75.0 67.9 -67.9 57.8 -57.8 49.9 -49.9 41.9 -41.9 70.0 ' -75.0 70.0 -75.0 67.9 -67.9 57.8 -57.8 49.9 -49.9 41.9 -41.9 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 , 70.0 -90.0 A 70.0 -75.0 70.0 -71.1 57.2 - 57.2 60.7 -60.7 52.8 - 52.6 44.4 -44.4 70.0 -75.0 70.0 -71.1 57.2 -57.2 60.7 -60.7 52.6 - 52.6 44.4 -44.4 43.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.8 48.000 A 70.0 -75.0 61.8 -61.8 51.1 - 51.1 54.4 -54.4' 48.6 -48.6 41.0 - 41.0 68.4 -68.4 61.8 -61.8 51.1 - 51.1 54.4 -54.4 48.6 -48.6 41.0 -41.0 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 r -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.9 68.4 -68.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.9 68.4 -68.4 A 70.0 - 75.0 58.8 -56.8 45.5 -45.5 49.1 -49.1 44.3 -44.3 38.7 -38.7 60.6 - 80.6 56.8 - 56.8 45.5 -45.5 49.1 - 49.1 44.3 -44.3 38.7 -38.7 53.125 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0' 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.9 70.0 -71.2 60.9 -60.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.9 70.0 -71.2 60.9 -60.9 A 70.0 -75.0 53.8 -53.8 42.1 -42.1 45.5 -45.5 41.2 -41.2 37.3 -37.3 58.5 -58.5 53.8 -53.8 42.1 -42.1 45.5 -45.5 41.2 -41.2 37.3 -37.3 57.000 B,E 70.0 -75.0 70.0 _ -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.3 66.7 -66.7 56.9 -56.9' 70.0 -90.0 70.0 . -90.0 70.0 -90.0 70.0 ' -79.3 66.7 -66.7 56.9 -56.9 60.000 A 70.0 -72.9 50.4 -50.4 39.7 -39.7 42.8 -42.8 39.2 -39.2 35.9 -35.9 56.2 -56.2 50.4 -50.4 39.7 -39.7 42.8 -42.8 39.2 -39.2 35.9 -35.9 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 74.6 63.3 - 63.3 54.0 -54.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -74.6 63.3 - 63.3 54.0 -54.0 GLASS OPTION D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 -90.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. Rated By. F.K Roved By. F.K Rered By D.G. Drawn By. F.K Dant 8126103 Dar 10/19/05 oak 09/02/08 A B Revisions: c NO CHANGE THIS SHEET REVISE ANCHORAGE AND NOTE NO CHANGE THIS SHEET Data 02/24/03 Checked By: Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better DESIGN PRESSURES "OX" WINDOWS nYer ALUM. PROJECTED WINDOW, IMPACT Bed CA-740 emrr IShaek Iftwingt4o. NTS 5 m 11 7052 -7 a X PRODUCT R EV41 ED e9 rom isdn.; e+iiL tllsc PlEarkk 1a=zvz ids ateo &7427'r Lucas A. Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 4- "ox' UNEQUAL LITE WINDOWS TEST REPORTS: FTL- 3724,FTL- 3727,FTL -3728 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) FTL -3727 B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) FTL -3727 C. 7/16" LAMI (3/16 "A,.090,3116 "HS) FTL -3724 E. 13/16" I.G. (1 /8 "HS, 3/8" SPACE, 5/16" LAMI W/ 1 /8 "HS, 1 /8 "HS) FTL -3728 VENT HEIGHT 34.000 38.375 44.000 50.625 59.000 FIXED HEIGHT 26.000 32.000 38.375 44.000 50.625 59.000 26.000 32.000 38.375 9 03 B I 24.000 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 26.500 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.8 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -70.0 - -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 63.9 -63.9 57.0 -57.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0' 63.9 -63.9 57.0 -57.0 30.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 .70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 '70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A 70.0 -75.0 70.0 -75.0 70.0 -70.4 59.2 ' -59.2 51.1 ' -51.1 43.0 -43.0 70.0 -70.4 70.0 -70.4 70.0 -70.4 59.2 -59.2 51.1 -51.1 43.0 -43.0 36.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 ' -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0' -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A 70.0 -75.0 70.0 -75.0 67.9 -67.9 57.8 -57.8 49.9 -49.9 41.9 -41.9 67.9 -67.9 67.9 -67.9 67.9 -67.9 57.8 -57.8 49.9 -49.9 41.9 -41.9 37.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0' -75.0 70.0' -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 A 65.5 -65.5 65.5 -65.5 57.2 -57.2 60.7 -60.7 52.6 - 52.6 44.4 -44.4 57.2 -57.2 57.2 ' -57.2 57.2 -57.2 57.2 -57.2 52.6 - 52.6 44.4 -44.4 43.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 A 57.5 -57.5 57.5 -57.5 51.1 - 51.1 54.4 - 54.4 48.6 -48.6 41.0 -41.0 51.1 -51.1 51.1 -51.1 51.1 -51.1 51.1 -51.1 48.6 -48.6 41.0 -41.0 48.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 80.9 68.4 -68.4 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0' -80.9' 68.4 -68.4 53.125 A 52.7 -52.7 52.7 -52.7 45.5 -45.5 49.1 -49.1 44.3 -44.3 38.7 ' -38.7 45.5 -45.5 45.5 -45.5 '45.5' -45.5 45.5 -45.5 44.3 -44.3. 38.7 - -38.7 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.9 70.0 -71.2 60.9 -60.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.9 70.0 -71.2 60.9 -60.9 A 48.6 -48.6 48.6 -48.6 42.1 -42.1 45.5 -45.5 41.2 -41.2 37.3 -37.3 42.1 -42.1 42.1 -42.1 42.1 -42.1 42.1 -42.1 41.2 -41.2' 37.3 -37.3 57.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.5 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 79.3 66.7 -66.7 56.9 -56.9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.3 86.7 -88.7 56.9 -56.9 A 45.2 -45.2 45.2 -45.2 39.7 -39.7 42.8 -42.8 39.2 -39.2 35.9 -35.9 39.7 -39.7 39.7 -39.7 39.7 -39.7 39.7 -39.7 39.2 -39.2 35.9 -35.9 60.000 B,E 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -74.6 63.3 -63.3 54.0 -54.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -74.6 63.3 - 63.3 54.0 -54.0 GLASS OPTION D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) FTL -3724 ALL THE ABOVE SIZE COMBINATIONS 1 70.0 1-90.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURE IN THE ABOVE TABLE, USE ELCO 1/4" TAPCONS OR 1/4" 584 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 79.9 P.S.F. Roved Br FIG 816 4)3 Revisions: A 0 x PRO1 UCI REVIEW as wit% the Raft sokiktaceigc Ample= No E:,,•: edam Mite NO CHANGE THIS SHEET Rated or F.IC Revsd Br D.O. Drawn By F.K Dale 1019105 B REVISE ANCHORAGE AND NOTE Dian 01/02108 02./241033 RevIalons C NO CHANGE THIS SHEET chealted Eir Dale: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 c, Visibly Better DESIGN PRESSURES "OX" WINDOWS Tram ALUM. PROJECTED WINDOW, IMPACT Baroeat CA-740 sew NTS Sheet 6 of 11 rtrawfng No. 7052 -7 c Rai 2.✓G8' Lucas A. Turner, P.E. PE #58201 Mechanical 1177. MAX. HEIGHT (SEE SHT. 3) 0 OUTSIDE m m m MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) 0 ., • ...=1i6•1 r 0 m O m D m Rood or FJG Raved By. F.JG tdt�y DQ Date: 8/28/03 Dom: 10/19/05 Data 09/02/08 R A R II r - - -1 I-- �� —u - - i Ir PLEASE SEE SEPARATE MIAMI -DADE COUNTY II , �;. NOA FOR CASEMENT FIXED WINDOW REFERENCE "OX" FRAME ASSEMBLY DETAIL, SHEET 9 MAX. HEIGHT (SEE SHT. 3) m MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) t VERTICAL SECTION "X" CONFIG. VERTICAL SECTION "OX" CONFIG. PRODUCE MIMED tearoleag Ws Oa Rae* REDRAW VERTICAL SECTIONS TO I/2 SCALE Raviaktne B ADD ITEM 89 DASHED ALL 'O'COMPONENTS, REMOVED V" REFERENCES Dram By: Dora: Clams" 1 Byt Datz F.K. 02/24103 C 1070 TECHNOLOGYDRNE NOKOMIS, FL 34275 P.O. BQX 1529 NOKOMIS, FL 34274 PST Visibly Better VERTICAL SECTIONS >�x ALUM. PROJECTED WINDOW, IMPACT CA-740 NTS akent 7 of 11 Darthea � 7052 -7 Lucas A. Tamer, P.E. PE #58201 Mechanical MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) 00000 MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION THROUGH VENT mama' MAURO as eoseplytsg t flessptrilav a= Mfg 1 OLi Rove 8r: aem� F.K 8/26103 Roved 0: : F.K 10/19/05 Roved By: Dater 0.0 09/02/08 Drawn sr Dee F.K. 02/24103 Rew/elmree A REDRAW HORIZONTAL SECTIONS TO 1/2 SCALE B ADD ITEM 89 Revltdaaree C DASHED ALL °O• COMPONENTS Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better 0 HORIZONTAL SECTIONS See ALUM. PROJECTED WINDOW, IMPACT Serteelliodeb CA-740 NTS Sheet 8 a 11 Dewing No. 7052 -7 Lucas A. Turner, P.E. PE #58201 Mechardcal PLEASE SEE SEPARATE MIAMI -DADE NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 COUNTY NOA FOR CASEMENT FIXED WINDOW #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN I Iih — '� II II I Ii I Jl_ J FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 C) "X" FRAME HEA By F.K Road ar F.K mar D.G. "OX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL SASH FRAME ASSEMBLY DETAIL Date 8/28/03 Revisions: A MAIN FRAME ASSEMBLY DETAIL .993" I1 r .289" .040" — INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 1.159" -.— k— 2.139" —;- SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A .434" 2.854" .062" NOM. I'--- 2.784" --►� FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A PRODUCT REVe.SiJJ) Mr&cfte 1°:aPeiLo Coda Aezep+aas No dram Sae NO CHANGE THIS SHEET Dinwn By: F.K. Data 10/19/06 beta: 09/02/08 R B R c NO CHANGE THIS SHEET REMOVED OR DASHED '0° COMPONENTS 02/24/03 awaked Ety Dela 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1PAGT Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUM. PROJECTED WINDOW, IMPACT SeriesAliodet CA-740 NTS Sheet 9 of 11 dasIng 7052 -7 Rear C Lucas A. Tumer, P.E. PE #58201 Mechanical 1 ITEM DWG# PCT. # 2 5 7002 67002A 1155 781PQA DESCRIPTION MAIN FRAME HEAD, SILL AND JAMB #8 X 1 QUAD PN SMS 6 7008 7MC7008 FRAME CORNER KEY 7 7048 77048K 9 7003 67003A 5 13 1155 781PQA 7017 67017K 1/2 "X1/2 "X1/8" CLOSED-CELL FOAM TAPE SASH TOP, BOTTOM AND HINGED #8 X 1 QUAD PN SMS 14 7009 7MC7009 BULB WEATHERSTRIP .187X.185 SASH CORNER KEY 16 7024 7MC7024 17 7026 7MC7026 18 20 21 7MC1024PPF 7014 7MC7014 RH/LH 23 1157 78X12PPSMS TRUTH #24.30.XX.002, MAXIM MULTI- 2 POINT LOCK TRUTH #23050.92, LOCK SUPPORT PLATE TRUTH #19298, #10-24 X .562 PH. PN. TYPE F TRUTH #40928 & #40929. MULTI -LOCK KEEPER (R.H. & L.H.) #8 X .500 PH. PN. SMS 7013 7MC7013 24 25 78X1FPSMS TRUTH #31841, TIE BAR GUIDE #8 X 1.00 FH. PH. SMS 27 28 29 30 31 7015 SEE CHART 7029 7MC7029 7030 7MC7030 7031 7MC7031 7832X38PPMSA TRUTH #11901.92 (14.9), TIE BAR ASSEMBLY TRUTH #51.02.32.011, MAXIM PROJECTED OPERATOR TRUTH #31882. OPERATOR GASKET TRUTH #21641. BACKING PLATE #8 -32 X .375 PH PN. TYPE B 32 33 35 36 7MC7022 7034 78X78PPSMS TRUTH #11454, SNAP -ON HANDLE TRUTH #11577, OPERATOR TRACK & SLIDER #8 X .750 PH. PN. SMS 7023 7MC7023 37 7023 -2 7MC702316 7023 -3 7MC702320 38 710X12PPSMS TRUTH #34.25.00212, PROJECTED HINGE - 12" TRUTH #34.27.00.104. PROJECTED HINGE - 16" TRUTH #3429.00.107, PROJECTED HINGE - 20" #10 X .500 PH. PHL. 40 45 5 /16" 46 5/16" 47 7/16" 48 7/16" 49 50 13/16" 1634 71634K 55 7036 67036 56 57 64 7042 67042 7047 1224 67407 6TP247 1 66 68 7006 67006 SILICONE - DOW CORNING 899, 995 OR EQUIVALENT LAMINATED GLASS (1/8" ANN. & 1/8" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) LAMINATED GLASS (2 LITES OF 1/8" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) LAMINATED GLASS (3/16" ANN. & 3/16" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) LAMINATED GLASS (2 LITES OF 3/16" HS GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) I.G. GLASS (1/8" HS GLASS & 5/16" LAMI W/ 3/8" AIR SPACE) 5/16" LAMINATED GLASS (2 LITES 1/8" HS GLASS WITH AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB) SETTING BLOCK 5/32" X 7/16" X 1" LG. GLAZING BEAD (1/4, 5/16 LAM.) GLAZING BEAD (1/2" LG., 7/16 LAM.) GLAZING BEAD (13/16" I.G.) VINYL BULB WSTP (THICK) SCREEN FRAME 69 7040 47040 W/B SCREEN CORNER KEY SCREEN CLOTH 70 1635 61635K SCREEN SPLINE - SERRATED 71 331 -A 60976 CASEMENT SCREEN CLIP 72 1157 78XI2PSTW/B #8 X .500 SQ. PN. TEK SMS 77 7MC30426 TRUTH #30476, CLERESTORY POLE 78 7MC20550 79 7019 711573 80 7018 7FLDHD 89 7071 67071 Rend By: F.IC Rid ay F.IC newel DG DM: &8/03 Daft 10/19/05 Datic 08!02/08 Revistonw A Revisions: B TRUTH #20550, CLERESTORY ADAPTER TRUTH #11573, SNAP -ON T- HANDLE KNOB TRUTH #11329, FOLDING HANDLE CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 11) .706" h I .050" -- .865" 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .172" .870" .050" I- - .569" 13116" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 ---.1 1.124" I-.- .125" -♦- .062" .040" l j 1.000" .423" CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 1 2.701" Ii .093" -I CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 NO CHANGE THIS SHEET ADD EQUN. TO ITEM40, SILICONE AND ADD ITEM 89 Roves: C REMOVE FIXED CO") PARTS FROM B.O.M Drawn By: Daft Checked By: paw FIG 02/29/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 FAGT PARTS LIST & EXTRUSIONS Mkt ALUM. PROJECTED WINDOW, IMPACT visrb& Better CA •740 Soft NTS Miele 10 e,11 Drawing No. 7052 -7 Row .523" --.1 .866" .050" .050" 7/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 pmartucT gisN 5 E as cam rAyi s„ with ti as Markle evia p'e' a Ifri4 off- ,„,- �/(7/ay Lucas A. Turner, P.E. PE #58201 Mechanical 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM - h- SEE NOTE 2 SEE NOTE 4 __0_1 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM I �+- SEE NOTE 1 I'itamuutt ui1umtttnu, • 1 1/4" MIN. 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEE NOTE 1 III::n i�, ��,,iro, SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT 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 AUTHORITY HAVING JURISDICTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. F.IG Rand By. FK Rove OF D.O. Date: 8/28/03 Date: 10/19/05 Cats: 09102/08 Ramvfet NK A Prefg,bC7 s;tba: c'sk: @53gt �E F e;6 iize : f48 fir z7,1, *a'!�:: w:a NO CHANGE THIS SHEET Revisions: B REV/SE ANCHORAGE AND NOTES Revision& C REMOVED ALL °O° ANCHORAGE DETAILS Grainer Date: Chocked By: Dais F.K. 02/24/03 1070 TECHNOLOGYORIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ANCHORAGE DETAILS ALUM. PROJECTED WINDOW, IMPACT Visibly Better Seassitiodek CA-740 NTS o. 7052 -7 Rev: Lucas A. Tuner, P.E. PE #58201 Mechanical NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (A02 ") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS D. 7/16" LAMI NOM. (.465 ") CONSISTING OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. 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. 3. CONFIGURATIONS: X, O X_X XO, OX, XXO, OXX, OXO, AND 0)0(0. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05, ANSI /AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND 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). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION : A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. A INT. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR 1/2" GLASS BITE A EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM Rand Br Rend 8y. FK Rand By 9118/D7 Garr 8/14/77 Revistaar —�- .402 -•--A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR A EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS 1/2" GLASS BITE —0-- .465 -0-- A 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8 -10 Approved as complying with the Florida Bu:ding Code Date Ct. kilos l8, Za07 NOA# d7- o C ZQ. /U Miami Dade Product Control B y 15L c 1 . ( _ katc t Ja• ReNdonr B Revie6na A CLARIFY EXT. OF GLASS, OVERALL THICKNESS AND GLASS BITE ADD CLASS BIREDIAL TO GLAZING DETAILS, ADD GLASS DEC. 7HK, REVISE FK ' NOTE 1. GLASSDEBCR1PT &ADD NOTE 9. Damn By Date Checked* Dar I — FJC 2/22/0 7 J.J. 6/21/07 1070 TECHNVOLOGYDRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOWS, FL 34274 NOTES AND GLAZING DETAILS P T Visibly Better 8s1ef"0d FD101 nee ALUM. FRENCH DOOR & SIDE UTES, IMPACT ee"IE IX swot 1 d 90 11005 -1 Ras B A / I JO' Robe tt L Clark, P.E. PE #39712 Structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS:X, XX, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68- 793/4" 7° - 83 3/4" 87 3/4" 91 3/4" 3° 37 1/2"I 60 713/4" O 'TH 27 3/4" 36 1/8" 36 3/4" O WIDTH I 36 3/4" 75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 8° - 95 3/4" +75.0 -75.0 SINGLE SIDE LITES WITH GLASS TYPE A +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 +71.4 -71.4 +67.6 -67.6 +64.2 +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -75.0 -64.2 -63.1 SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 -75.01+75.0 -75.01+75.0 -75.01+75.0 - 75.0 I +75.0 NOTES: Q1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3116" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2" MAX. OXO WIDTH = 109 1 /2" MAX. XXO /OXX WIDTH =107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. -75.0 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH 2° 25 1/2" 271/2" 29 1/2" 28 31 1/2" 28 33 1/2" 351/2" 3° 37 1/2" SINGLE 0 WIDTH SIDE LITE XX WIDTH 68 - 79 3/4" 7° - 83 3/4" 87 3/4" 91 3/4" 8 °- 953/4" 40 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 - 43.8 +41.6 -41.6 5° 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 - 37.5 +35.6 -35.6 6° 71 3/4" 10 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 GLASS TYPES A, B, C OR D +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 - 75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 Z. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: e EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE _ +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85° HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH LEI REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Approved as complying with the Florida Bu: ling Code Date Date L / NO Control P Miami Dade Product By Roved By: Daft Dla�r Rwfblaee REVISED TABLE 2. DESIGN PRE SRDtxAMA ®NON- RFMF.VERSION FK 911807 8 COMBINE GLASS TYPES aM KSEESINTONOWSaAODNOTES5a& B Deft: F.K 8'4/07 Ro, , r REVISE NOTE 1, 2 x 3. ACDNOTATION8 70 TABLE 1 AND 2. A REDUCE MAX SIZE DESIGN PRESSURE AND ADJUST. ALL DPS FOR TABLE 2 Darin By Daft Cloaked Diller I FJC 2/22/07 J.J. 6/21/07 1070 TECHNOLOGY DRIVE NOKO110S. FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 P Visibly Better DESIGN PRESSURES Alec ALUM. FRENCH DOOR & SIDE LITES, IMPACT Seers reae R3101 ix Sint 2 of 10 11005 -1 Ray B Robert L. Clark, P.E. PE 839712 Structural SEE NOTE 4 OX OR XO _371/2" MAX. A -r-, X NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO' XXO','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 - 4.079) 731/2" MAX. 36 3/4" MAX. I I 24 9/16" MAX. DLO (TYP) I �E O e.,::. 1 r� \ \ ,/ Er X 1;kj `� M E Er 1 X SEE NOTE 4 OX OR XO _371/2" MAX. A -r-, X NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX','OXO' XXO','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 - 4.079) SEE NOTE 4 OXO SEE NOTE 4 " 109 1 /2" MAX. w NOTE 3��— - --SEE MAX I I 24 9/16" MAX. DLO (TYP) I / / IE O 0 g// l EI� O I 1 1;kj `� M E Er 1 X / / 0 11E X ACT. 49 ,' ,' // •ri • .IC \ X ACT _ `\ 41 10 \‘ % / / ' X INACT. SEE NOTE 4 OXO SEE NOTE 4 XX IC 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 36 3/4" 143 3/4" MAX. SEE NOTE 3 36 314" MAX. .. -- 3/4" MAX. a 95 CrY 71 A--1 24 9/16" MAX. DLO (TYP) I E I O / E O / / 0 11E X ACT. 49 ,' ,' // •ri • .IC \ X ACT _ `\ 41 10 \‘ % / / ' X INACT. MN f... XX IC 36 3/4" MAX. 33 5/8" MAX. DLO (TYP.) 36 3/4" 143 3/4" MAX. SEE NOTE 3 36 314" MAX. .. -- a 95 CrY I E I O / E O / / 0 11E X ACT. Mr _ /E X /NACT. SEE NOTE 4 1 95 3/4" MAX. (TYP•) 84 3/8" MAX. DLO (TYP.) F G G SEE NOTE 4 4" C•) DOOR DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH 'X' = DOOR WIDTH -12 15/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" A DLO WIDTH = WIDTH -31/8" A; ?;x uvci: ;; .:;,a;:a,t'r 1"g, with the 9443:; ;:. 4 Au iiiklg C.:40 te j M;Ai'■ Qt'Je t";txu:rr.1 C11§1, 1'1 f z' sG� .. �. 44H.14 Rake aeax Revisaix Rated By: FJG Dear &/1&V7 Revislanc B CORRECT VERTICAL DLO AND FORMULAS Read ity: F.K balm 8/14/07 A ADD DLO FORMULAS FOR DOOR AND SIDE LITE ADD DOOR DLO DIAL I0ENTIFY DEAD BOLT AND SI2E0IFY 7PACT. AND 74 '914CT. Dow Br F.K DIAL 2/22/07 J.J. 8/21/07 I 1070 TECHNOLOOYDRIVE NOKOMIS, FL 34276 P.O. BOX 1628 NOKOMIS, FL 34274 F'21G1I: Visibly Better ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT S.ledhled.E FD101 Saar NTS Mat 3 d 10 11005 -1 Rye B Robert L. lark. P.E. PE #39712 Structural EXTERIOR MAX. DLO INTERIOR MAX. DOOR HEIGHT 1.489 DOOR SECT. A A VERTICAL EXTERIOR MAX. DLO INTERIOR MAX. SIDE LITE HEIGHT SL SECT. B -B VERTICAL CLEAR COLORED SEALANT SL VIEW G -G CORNER ASSEMBLY Approved as complying with the a Balding Code Date NOA# 07-0 Miami Dade Product COI trel BDy l Cie 1 . A Road By. > Road By: FJC 9181077 Raft= 8 NO CHANGE THISSFEET. Roved By FJC Wee 8/14/17 RoNikrwe A SHOW DOUBLEHOLLOW HEAD SECTION AT CORNER ASSEMBLY Dawn Br Deft Checked* Daft I F.1 G 2/22A7 J. J. 6121/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 PG� Visibly Suter EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Swim Mod& FD101 Faye 1/2x Most 4 d 10 Draw N . 11005 -1 Rue B lul Robert L {Clark. P.E. PE #39712 Structural tJ 5-t MAX. j DLO MAX. 'X WIDTH MAX.'XX' WIDTH 'XX' SECT. C-C HORIZ. MAX. DLO SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY INTERIOR EXTERIOR SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved as complying with the Florida Belding Coo Date L 1 NOA# O — Q ' et. Q M�iia�L amiDade Product Control By l Readily: Dais Rated Br Dix F.K 6118107 may: Daft FA 6W4I07 Drawn By: Dew F.JC 222107 e NO CHANGE THIS SHEET. Revlsbrair A Cheated r J.J. ADD 'DOOR W 'SIDE Lfi TOSEG7/ONE -E& 'SINGLE SIDE LITE'TOSECT. F-F Dear 6,21/07 I 1070 TECHNOLOGY DRIVE NOKOMiS FL 34275 P.O. BOX 1529 NOKOM/S, FL 34274 Visibly Better VERTICAL SECTIONS TNIC ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD101 eamc 1/2x emit 5 d 10 11005-1 B Robert L. Mark, P.E. PE #39712 Structural ITEM DWG # PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 1010 6Q300 WSTP.,Q -LON .190 X.375 HIGH 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 955 7955X FLUSHBOLT STRIKEPLATE 938 7938X 2 PT. LOCK STRIKEPLATE 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7832X12FPX' #8-32 X .500 PH. FL. MS - S.S. W /SILICONE PATCH 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 952A 6533016 FILLER HEAD ADAPTER 11000 611000M OUTSWING THRESHOLD 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 11003A 411003A ACETAL SPACER .140 ( INHOUSE INJECTION MOWED) 915D 60380 FRAME JAMB (OUTSWING) 1010 6Q300 WSTP.,Q -LON .190 X.375 HIGH 22 6608 66608M REINFORCEMENT, 1.000 X 2.750 X 0.650, 6061 -T5 23 24 25 1140 78X112PSATS #8 X1.500 PHSQAT /S 1048 71048 JAMB SCREW COVER CAP 930 41721N STRIKE PLATE INSERT 26 1118 710X34PFA #10 X.750 PH. FL SMS 27 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 5/16 -18 THREADED ROD 36 990 7990NUTA 5/16 -18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL. TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P3OGG SILL DUST PLUG (INACTIVE PNL) 44 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 6Q200K WSTP.,Q -LON .190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634F #6 X .750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS ITEM 60 DWG # 920D PGT# 6920D 61 921 D 6921 62 63 64 916E 1155 998 60381 781PQA 7998 DESCRIPTION SIDELITE HEADER SIDELITE SILL SIDELITE JAMB #8 X1.000 QUAD PN. SMS HEAD GASKETS (STOCKING #70998) 65 66 999 934A 7999 SILL GASKETS (STOCKING #70999) 61641M ,SIDELITE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW SETTIING BLOCK, 3/32" X 1/4" X 1" W /PSA SETTING BLOCK, 1/16" X 1/2" X 1" W /PSA BEAD, 7/16" BEAD, 3/8" BEAD, INTERIOR 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS GLASS, 7/16" LAMI- 3/16" HS, .90 PVB, 3/16" HS 102 11006A 41106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK 67 70 71 72 73 92 93 94 95 96 97 98 4222A 988 986 712653K 71267K 64222 6988 64986 H- O U .360 .055 -- 0°It* -7 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 �- 2.750 --0-I 4 1.0100 1 25 J TUBE MULL 6063 -T5 Approved as complying with the Florida Buidin Code ate 04.T it Lao NOA# 8 0 - O Miami Dade Product Control By a aI 1. I, L,tit.a.... Rend By Dean Rend By. FA Dew 918107 Rmhdooer B NO CHANGE 7F53 SHEET. Revd By: F:IG Ds* BN4V7 Rerkfoarc A ADD ITEM 103 DEAD BOLT AND INACTIVE PANEL ONLY" TO ITEM 41. Dawn My: Daft Checked By: Daar 2 F. K 2 / 0 7 J.J. J. 621/0 7 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better PARTS LIST TN= ALUM. FRENCH DOOR & SIDE LITES, IMPACT BrteM/odet FD101 S r f/2X sheet 6 or 10 aloft Na 11005 -1 Roc B Robe L. Clark, P.E. PE #39712 Structural 4.626 4.000 1.400 DOOR PANEL TOP & BOTTOM RAIL 6063 -T5 3.655 4.726 4.100 3.111 1.272 .550 .050 --4 f TRUSS CLAMP FILLER HEAD ADAPTER E J 6063 -T5 6063 -T6 DOOR PANEL SIDE RAIL 6063 -T5 1 125 RLJLox.050 4.726 4.100 DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 3.000 FRAME HEAD 6063 -T6 .050 .079 1.489 7 1.479 3.000 OUTSWING THRESHOLD 6063 -T6 6.085 5.459 3/8" GLAZING BEAD 6063 -T5 h a -- 3.100 1.479 4.675 DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 7/16" GLAZING BEAD 6063 -T5 .075 SL HEADER 6063 -T6 1- .750 SL SILL 6063 -T6 4.586 5.212 re-1.4801 -• -1.578 fG DOOR FRAME, JAMB 6063 -T6 .050 1 3.000 SL JAMB 6063 -T6 -1.830r- .050 2.980 SL JAMB ADAPTER 6063 -T6 1 .050 -4- 1.620 .250 --1i ke- WEATHER STRIP CHANNEL 6063 -T5 HINGE 6063 -T5 0.375 .125 Approved as complying with the Florida Bunting Code Date OG-T /1.1 7,007 NOA# ■37 -eG 2 Co I. /o Miami Dade Product otrul t By 1SU E'? , . a k ut .L Rend By. FJG Raved F.K Redstone W18/07 Doke W14D7 Ranker B Ressionee A NO CHANGE THIS SHEET. ADD 'DOOR' TO ITEM 20 & GLASS BED DM TOITEMS 30 31, 44, 454182 Dawn By DNB Cloaked Re Ddw I F.K 2/ J.J D7 J.J. 621107 1070 TECHNOLOGY DRAT NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 P T Visibly Better misartma EXTRUSION PROFILES Tits ALUM. FRENCH DOOR & SIDE LITES, IMPACT 1/2x newt of 10 Drava vNa. 11005-1 Rol B tod 5-t L Clark, P.E. PE #39712 Structural JAMB ZONE "A" HEAD ZONE "C "1 , X / / JAMB ZONE "A" HEAD 1 ZONE "D "ZONED "1 JAMB ZONE "A" / , n XX / / JAMB ZONE "A" 1 SILL I ZONE "C" SEE TABLE 3., SHT. 9 HEAD �t-Z NE -4--EAD " 1 Z-f E ZONE E JAMB ZONE "B" / OXO N b0 SILL , SILL SILL ZONE -�-- ZONE F„--- -ZONE-4 SEE TABLE 7., SHT. 9 E NOTES: I SILL 1 ZONE "D" 1 ZONE "D "� SEE TABLE 4., SHT. 9 JAMB ZONE "B" HEAD ZONE "E "1 0 JAMB ZONE "B" 1 SILL ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD HEAD ZONE "D "ZONE ZONE -I } JAMB ZONE "A" 1 /\ / 1 / <XXOOR \ \ 1 ` \ OXX \ / I 1 n 3 x } JAMB ZONE "B" } / V SILL ZONE "D "ZONE "Fs' ZONE-/ "'s SEE TABLE 7., SHT. 9 E ZONEDHEAD "ZONE E "1 JAMB ZONE "A" / <XOOR OX JAMB ZONE "B" 1_ SILL 1 SILL ZONE "D" t ZONE "E" SEE TABLE 6., SHT. 9 HEAD HEAD HEAD , Z ZONE "F" ZONE F" f Z ON E" E EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4 "x83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2 +5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. JAMB ZONE "B" } x x K xx x x7 / , OXXO x AA 1 \ \ / / Y X n x n 3 x } JAMB ZONE "B" } \ \ Y Y\ Y"KY SILL �- ZONE -4— ZONE "F"�ZONE „F,"-- I -ZONE- E SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4 "H UNIT, 71 314'W 'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Approvva nt emit!: ing with the Florida Bolding C e Date OCT lei ` OO"7 NOA# a-7-. ?9i. /r). Miami Dade Product Control 1e1__ I,. « ... Rsra t./: Dater R R dBr FJC Date: 9118107 B NO CHANGE THIS SHEET.. Raved Di: FJG brawn By: FJG Deka 814177 Dab: 207 *mime: r CHANGE NO' OR 'O C A NC H O R ZONE FROM ' C T O D: ADD A NC H O R TYPES A TOSOLUTION. thaaaedBy: We: J.J. 6/21 /07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 Visibly Better ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Safesdfiedsk FD101 NTS are 8 d 10 11005 -1 obertL. Clark, P.E. PE #39712 Structural TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X" - 25.50 TO 37.50 A, B, C, D 2,3, WOOD 1,2, CONC LOAD ZONES m -, U WIDTH x HT. X X 25.50 x 79.75 5 2 83.75 5 2 87.75 5 2 91.75 5 2 95.75 6 2 27.50 x 79.75 5 2 83.75 5 2 87.75 5 2 91.75 6 2 95.75 6 2 29.50 x 79.75 5 2 83.75 5 2 87.75 6 2 91.75 6 2 95.75 6 2 4 31.50 x 79.75 5 2 83.75 6 2 87.75 6 2 91.75 6 2 95.75 7 2 33.50 x 79:75 6 3 83.75 6 3 87.75 6 3 91.75 7 3 95.75 7 3 35.50 x 79.75 6 3 83.75 6 87.75 6 91.76 7 95.75 7 3 37.50 x 79.75 6 3 83.75 6 3 87.75 7 3 91.75 7 3 95.75 7 3 7 7 7 7 7 7 7 7 7 8 8 4 4 4 4 4 4 4 4 4 4 4 4 X - HEAD /SILL "C" IL Ili J -a (0 x vW X2 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 5 8 8 8 8 8 8 8 10 8 8 8 10 10 8 3 8 3 8 3 10 Read Br: 10 8 8 10 10 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 5 2 3 2 3 2 5 2 5 2 5 2 3 2 5 2 5 2 5 2 TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE DOOR WIDTHS LOAD ZONES 2,3, WOOD 1,2, CONC TABLE 5.0 SIDE LITE '70C' - 47.75 TO 71.75 WIDTH x HT 47.75 x 79.75 83.75 87.75 91.75 95.75 51.75 x 79.75 83.75 87.75 91.75 95.75 55.75 x 79.75 83.75 87.75 91.75 95.75 59.75 x 79.75 83.75 87.75 91.75 95.75, 63.75 x 79.75 83.75 87.75 91.75 95.75 67.75 x 79.75 83.75 87.75 91.75 95.75 71.75 x 79.75 83.75 87.75 91.75 95.75 3 3 5 3 5 3 5 3 5 3 5 10 4 3 5 3 5 3 5 3 5 3 5 3 5 3 5 3 5 3 5 W ycNa Ft xi 0=i W Xth 4 3 6 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 5 4 7 6 4 7 5 4 7 5 4 7 5 4 7 4 7 6 4 8 5 5 8 5 5 8 6 5 8 6 5 8 6 5 8 5 5 8 6 5 8 6 5 8 6 5 8 7 6 10 6 5 8 6 5 8 6 5 8 7 6 10 7 6 10 6 5 8 6 5 9 6 5 9 7 6 10 7 6 10 6 W Y ^ � 0 ftf d d J co I- � O X X 4 2 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 4 3 5 4 2 3 4 2 4 2 4 3 4 3 4 2 3 4 2 3 4 3 4 3 4 3 5 4 2 3 4 3 5 4 3 5 4 3 5 4 3 5 4 3 4 3 5 4 3 5 4 3 4 3 5 4 3 4 3�5 4 3 4 3 5 4 3 5 GLASS TYPES ANCHOR TYPE & SUBSTRATE WIDTHS "O" - 10.75 TO 36.75 A, B, C, D 2,3, WOOD 1,2, CONC TABLE 6. XO & OX LOAD ZONES m Q WIDTH x HT. O 10.75 x 79.75 4 83.75 4 87.75 4 91.75 4 1 4 1 95.76 4 1 4 1 12.75 x 79.75 4 2 4 2 83.75 4 2 4 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 19.00 x 79.75 4 2 4 2 83.75 4 2 4 2 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 21.75 x 79.75 4 2 4 2 83.75 4 2 4 2 87.75 4 2 4 2 91.75 5 2 4 2 95.75 5 27.75 x 79.75 5 83.75 5 87.75 5 91.75 6 95.75 6 36.13 x 79.75 6 83.75 6 87.75 7 91.75 7 95.75 7 36.75 x 79.75 6 83.75 6 87.75 7 91.75 7 95.75 O O 0 1 4 1 1 4 1 1 4 1 2 2 2 4 2 4 2 4 2 2 2 3 3 4 2 4 2 4 3 4 3 3 4 3 4 3 3 3 3 4 3 4 3 4 3 3 4 3 4 7 GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X"- 25.50 TO 37.50 A, B, C, D 2,3, WOOD 1,2, CONC TABLE 7.OXO, XXO, OXX & OXXO LOAD ZONES Eu m SIDE UTE 7 WIDTH x HT. O 10.75 x 79.75 4 2 83.76 4 2 87.75 4 2 91.75 4 2 95.75 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 19.00 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 4 3 95.75 4 3 21.75 x 79.75 4 3 83.75 4 3 87.75 4 3 91.75 5 3 95.75 5 3 27.75 x 79.75 5 3 83.75 5 3 87.75 5 3 91.75 6 3 95.75 6 3 36.13 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 36.75 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 7 5 X - JAMB "A" O O a x x GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD ( 1,2, CONC DOOR WIDTHS LOAD ZONES "X' - 25.50 TO 37.50 "VC' - 47.75 TO 71.75 m SIDE UTE WIDTH x HT. O X,XX - HEADISILL "P 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 4 4 4 3 3 3 3 4 3 4 3 O 0 2 USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 10.75 x 79.75 4 2 83.75 4 2 87.75 4 2 91.75 4 2 95.75 4 2 12.75 x 79.75 4 2 83.75 4 87.75 4 91.75 4 95.75 4 19.00 x 79.75 4 83.75 4 87.75 4 91.75 4 95.75 4 21.75 x 79.75 4 83.75 4 87.75 4 3 91.75 5 3 95.75 5 3 27.75 x 79.75 5 3 83.75 5 3 87.75 5 3 91.75 6 3 95.75 6 3 36.13 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75, 7 5 95.75 7 5 36.75 x 79.75 6 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75 2 2 2 2 3 3 3 3 3 3 3 7 5 re d a. o W z N x 0 ttC 2 0 pi F g re LL W rt O V z a W m W L. 3 a 6 X O O X 4 2 4 2 4 2 4 2 4 2 Om 4 2 g 4 2 5 4 2 CO 4 2 4 2 d 2 4 2 W 4 2 Z 4 2 x 4 2 0 4 2 W 4 2 4 2 0 4 2 4 4 2 m 4 2 N 4 2 g 4 3 4 3 H 4 33 W i= 4 3 4 3 a O 1 0 z a W H 4 3 4 3 4 3 4 3 4 3 4 3 4 3 APPROVED ANCHOR TYPES: 1.1 /4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as complying with the Florida Butdiug Code Date pLT al 2007 Miami Dade Proda� Control Y 1 Peal 1. C.C.S t.‘ .L. Rerhfons: Rend By: O F.IC 9/18A07 Rendar Dew F.K 8/14/07 loam BY•' Dar F.IC 2/22107 RsMdarm towisionc B A Checked By J.J. NOt .1APHIE THIS S'EFT. ADD ALSO USE W / TABLE 5TO TABLE 4 R'. CHANGE TABLE 6., HEAD 20116 TO'V" AM) COWIN4 REFERENCE ADD G' TO ANCHOR TYPE 3. X21 /07 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PGt ANCHOR QUANTITY LOAD ZONE TABLES ALUM. FRENCH DOOR & SIDE LITES, IMPACT Salsolkdat FD101 NA Sheet 9 or 10 Drawing Na 11005-1 L. Clark, P.E. E #39712 Structural 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 3/8" MIN. 1 3/4" MIN E.D. I • 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM j MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 V V' .. ibilwiiii0 2X WOOD BUCK, NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT 1X WOOD BUCK, NOTE 2 1 3/8" TYPE 1 1 3/4" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1/4" MAX. SHIM 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8 "j MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, 1 1/4" TYPE 1 OR 2 (CMU) I� ' ' NOTE 1 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM 1 3/8" MIN. • % r ,•,: „�'.f11.11 {AA •.'••,r.•I.•• irji 11/11111111111► • t• "a" 1 3/4" MIN. E.D. 2X • • y S 1.5 KSI MIN. CMU OR WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 2 EIS • . CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 kid WOOD ANCHOR. TYPE 2 OR 3 NOTE 1 1/4" MAX. EXT. SHIM 1 3/8° MIN. 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) CONC. ANCHOR, NOTE 1 NOTE 3 {1 /4" MAX. .!:• .. = '' •`' •• 1 3/8" TYPE 1 ''• `' ' •�' - 1 3/4" TYPE 2 _441 314" IN. E.D' 3.4 KSI MIN. CONC. f DOOR SILL (CONC) EXT. 1 3/8" TYPE 1 1 3/4" TYPE 2 CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1/4" MAX. SHIM • ;' .• 13/4" t• MIN. E.D. mipm_________17)1111111.:1,;,11.11,111111{111111!{1;1TIOID. 4, 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. • i :' 1 3/4" MIN. E.D. 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (CONC) CONC. ANCHOR, 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) is NOTE 1 EXT. in ism 3.4 KSI MIN. CONC. 4 . .• • ••o• v. fI 1 3/4" MIN. E.D. 1/4" MAX. SHIM •1 3/8" TYPE 1 '`,• 3/4" TYPE 2 • t SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. 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). 3. 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. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Approved as eo..tpt :::eg with the Florida Bonding Code Date ACT /�i% NOA# C2 Miami Dade Product Control Slv sr. L / I. CL Gate: ReWsfmar Wad BF FJC Dor 6/18107 a NO CHANGE THIS MEET. Reed Br F.K Dabw 8/14107 Rwelerarc A SPEC. TYPE 1 d 2 MOM ON CMG DETAILS. SPEC. TYPE & 3 ON WOOD DETAILS. ADD ANCHOR TYPES TO NOTE 1. Orson Br Dow Cloaked By Gels I FJC 2122/07 J.J. 621/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Sa6e®fa sk FD1O1 Barr NTS Rost 10 d 10 11005 -1 Re B Robe L Clark. P.E. PE #39712 Structural NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) ® 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. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10 -12 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ® ELCO TEXTRON NOA: 04 -0721.01, 03- 0225.05 ANSI /AF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -20005 LUMINUM DESIGN MANUAL a{t51a 7. 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). PRODUCT RENEWED Code the Florida Bidding A.a ptanee 2 • /0 lispiradoa Date 51 Pittston PRODUCT REVISED neo+apyrhts with the Florida IMO* Code No0. - •,:..= Date =*L W Product Cantrell a9 Roved* Dam: Revisions: Raved By: F.K Date: 4/4/07 B CHG. NOTE2 TO REF. ASTM E 1300 -02 AND REVISE ANCHORAGE NOTE 3. ADD REFERENCES TO NOTE 6AND ADD NOTE 7. Raved Dr F.K Date: 12/15/03 A REDUCE ANCHOR SPACING Dim By: F.K Dam: 7/14/03 cham®der Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS FL 34274 cj Visibly Better NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT s PW-701 saw MTS sloe al 12 Drawing Oa el 4259 -4 I B /e/ g//- Robert L Clark, P.E. PE #39712 Structural 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE OR 17 OR 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 11/16" NOM GLASS BITE f 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) OUTSIDE OR 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 11/16" NOM GLASS BITE f 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) PRODUCT RENEWED as emptying with the Florida Bidding Code A Expiration Mae I LI ittlyettalka 1. PRODUCT REVISED as complying with the Florida guiding Code Acceptance No Expiration Date og Read thy. Data: Rim: Rend By F.K. Date: 4/4/07 Revidatar B NO CHANGE THIS SHEET er F.K: Date 12/15/03 ReNme A NO CHANGE THIS SHEET Dawn By: F.K Dale 7/14/03 _ Checked ey: Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 c;IT Visibly Better GLAZING DETAILS rem ALUMINUM PICTURE WINDOW, IMPACT rateeteadek PW-701 Seem !Shea FULL 2 a 12 Theft No. 4259-4 Robert L Clark, P.E. PE #39712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. EYEBROW OCTAGON MAX. SIZE = 60' BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. QUARTER CIRCLE MAX. SIZE = 68 "X68" OR MAX. AREA = 25.22 SQ. FT. ARCH. MAX. SIZE = 48 "X96" OR MAX. AREA = 30.28 SQ. FT. 96" MAX. 1 48" MAX. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 92114" MAX. DLO ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. RECTANGLE MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. Roved By: Dare: F.K 4/4107 Bond By: F.K Drawn By F.K D: 12/15/03 7/14/03 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 A Checked 6y. UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET Date: Visibly Better f 44 1/4" MAX. DLO PRODUCT s� the Florida Raiding Code Acceptance No 2' Expiation Drtei -J BY Division PRODUCT REVISED as complying with the Florida Raiding Code Acceptance Ns Ripiralien Date 06 TRAPEZOID MAX. SIZE =48 "X96" OR MAX. AREA = 31.99 SQ. FT. Deseripboir FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT sedesixodet PW-T01 NTS Sheet 3 ai 12 Owing 4259-4 "71,0 Robert L Clark, P.E. PE #39712 Structural HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48° OR MAX. AREA = 25.13 SQ. FT. OCTAGON QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 1 98 1/4" FRAME O.D. 96" MAX. 50 1/4" FRAME O.D. 48d�" MAX. L ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. t 45 1/4" MAX. DLO NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 93 1/4" MAX. DLO RECTANGLE MAX. SIZE = 480 X 96" OR MAX. AREA = 32.00 SQ. FT. ARCH. MAX. SIZE =48 "X96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. PRODUCT RENEWED as complying with the Florida Raiding Code Acceptance No - -I! X2.10 Expiration Data 2 / By Adiamlitada DFAsion PRODUCT ittNen I as complying with the Florf@a sdalag Code Awe Ne 04 Fitet: 609 hub* combo!/ mar: ReWsionto F.K 4/4/07 ADD FRAMEO.D. DIMENSIONS AND UPDATE ANCHORAGE NOTE Rewd Br F.K Da 12/15/03 A NO CHANGE THIS SHEET 8Dam ily: Date: F.K 7/14/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 F2d r_ Visibly Better INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Pw-701 IScsIv NTS O4 X72 Thawing ?fa 4259 -4 IRei Robert L Clark, P.E. PE X712 Structural TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16 ' , .090, 3/16" HS) D. 1 1/16" LAMI LG., 3 /16HS, 7/16" SPACE, 7/16" LAMI 6HS, .090, 3/16" HS) WINDOW "X' DIM. 49:000 54.500 60.000 65.500 71.000 76.500 GLASS TYPE A,B,C,D AREA A,B,C,D AREA A,B,C,D AREA A,B,C,D AREA A,B,C,D AREA A B,C,D AREA 82.000 FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "r DIMENSION 28.500 +80.0 I -80.0 9.70 SQ.FT. +80.0 I -80.0 10.79 SQ.FT. +80.0 I -80.0 11.88 SQ.FT. +80.0 1 -80.0 12.96 SQ.FT. +80.0 I -80.0 14.05 SQ.FT. +80.0 -80.0 +80.0 -80.0 15.14 SQ.FT. A +80.0 -80.0 B,C,D +80.0 -80.0 AREA 16.23 SQ.FT. ,34.0_00 +80.0 -80. 11.57 SQ.FT. +80.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 I -80.0 16.76 SQ.FT. +80.0 -80.0 +80.0 -80.0 18.06 SQ.FT. +80.0 -80.0 +80.0 -80.0 19.36 SQ.FT. 39.500 +80.0 I -80.0 13.44 SQ.FT. +80.0 -80.0 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 I -80.0 17.97 SQ.FT. +80.0 I -80.0 19.48 SQ.FT. +80.0 -80.0 +80.0 -80.0 20.98 SQ.FT. +80.0 1 -80.0 +80.0 -80.0 22.49 SQ.FT. 45.000 +80.0 I -80.0 15.31 SQ.FT. +80.0 I -80.0 17.03 SQ. FT. +80.0 I -80.0 18.75 SQ.FT. +80.0 I -80.0 20.47 SQ.FT. +80.0 I -80.0 22.19 SQ.FT. +79.3 -79.3 +80.0 -80.0 23.91 SQ.FT. +74.5 -74.5 +80.0 -80.0 25.63 SQ.FT. 46.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 I -80.0 21.15 SQ.FT. +80.0 I -80.0 22.93 SQ.FT. +78.0 -78.0 +80.0 -80.0 24.70 SQ.FT. +73.1 -73.1 +80.0 -80.0 26.48 SQ.FT. 48.000 +80.0 I -80.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 I -80.0 23.67 SQ.FT. +76.8 -76.8 +80.0 -80.0 25.50 SQ.FT. +71.8 -71.8 +80.0 -80.0 27.33 SQ.FT. +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 87.500 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +624 -62.4 93.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ. FT. 21.96 SQ.FT. 25.51 SQ. FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. Resod By Date: PRODUCT RENEWED as complying with the r - Pleida But EAs eaccepgndtag toa a de RN SLD Dtatelon mix= REVISED as emptying Irkb the Florida Balding Code Acceptance No Date o(0 Product Central Reese es D F.K 4/4/07 By: Date: F.K 12/15/03 Drawn ey. Deems F.K. 7/14/03 Re: B Revision: A UPDATE DESIGN PRESSURES PERASTM E 1300-02 AND NOTES. CLEAN UP TABLE 1 DESCRIP7IONAND HEADINGS. CHANGE NOTE 1 ANCHORING WITH #12 SCREENS Checked By. Da I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better FLANGED UNIT DESIGN PRESSURES Tilkx ALUMINUM PICTURE WINDOW, IMPACT BedasMOdek See* Sheet Daft Ala PW-701 NTS 5 of 12 4259 -4 Robert L Clark, P.E. PE #39712 Structural TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16 "A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 I -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 1 A,B,C,D +80.0 -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 I -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 A, B, C, D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 17.97 SQ.FT. 65.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 15.47 SQ.FT. AREA 12.96 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. -76.8 76 500 A +80.0 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 -80.0 +80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -80.0 +80.0 -80.0 +80.0 -78.0 +76.8 -80.0 + AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 80.0 -80.0 25.50 SQ.FT. A +80.0 -80.0 +80.0 -73.1 +71.8 I -71.8 82.000 B,C,D +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. -80.0 +79.1 -79.1 +77.3 -77.3 A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 87.500 C +80.0 -80.0 +80.0 -80.0 +80.0 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +67.0 -67.0 +75.8 -75.8 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. -62.4 -70.5 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 C +80.0 B,D +80.0 -80.0 +80.0 -80.0 -80.0 +80.0 -80.0 +80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 80.0 -80.0 31.00 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 +60.0 -60.0 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. PRODUCT RENEWED as complying with the Florida Raiding Code Acceptance No 0 • 10 Expiration Doe 211412AI BY Masi Dade Division raDDOcr RIVERD as complying w Ike Pledge adding Code Awe No Eaphitien Roved Br Date: Revlsid x Rested or F.K. tlatx 4/4/97 Revbbnx B UPDATE DESIGN PRESSURES PERAS7M E 1300 -02 AND NOTES. LEAN UP TABLE2 DESCRIPTIONAND HEADINGS. Rend By. F.IC Datir 12/15/03 A CHANGE NOTE 1 ANCHORING WITH #12 SCREWS MUM By: F.K Data: 7/14/03 Chocked By. Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 Visibly Better 0 INTEGRAL FIN UNIT DESIGN PRESSURES rroc ALUMINUM PICTURE WINDOW, IMPACT Seriesliksdet PW-701 Sookr NTS Swat 6 m 12 Drmang No. 4259 -4 Rae B Robert L Clark, P.E. PE #39712 Structural i 2.784" OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O 0 � o ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (FLANGE FRAME) MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) m 0 MAX. DAYLIGHT OPENING INSIDE VERTICAL SECTION (FLANGE FRAME) PRODUCT RENEWED D as complying with the Florida Bolding Code Acceptance No I Z. /0 tt Expiration Date 14 Dade iplaseuemC PRODUCT REVISED ascosipiybg WO*, Min Baiter Code Aceeptsate Na Date Ravsd Revsd F.K Date: 4/4/07 Revtakear B NO CHANGE THIS SHEET Rend By: F.K to 12/15/03 Malabar A NO CHANGE THIS SHEET Dawn Sy: care: Cheated Br t»: F.K 7/14/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Visibly Bever tom: SECTIONS & CORNER ASS'Y, FLANGED Me: ALUMINUM PICTURE WINDOW, IMPACT Sabe/uodet PVI1-701 Scale: HALF sheet 7 of 12 Drawing 1 . 4259 -4 B Robed L Clark, P.E. PE #39712 Structural 1 2.784" OUTSIDE r MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) �J 111 li��l ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT 2.784" MAX. DAYLIGHT OPENING i INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWED as complying with the Florida Bolding Code Acceptance Nol_LttZziQ Expiration Date '/!9 ! 7414 By Mimi Dade Division PRODUCT REVISED complying �dm Bolding Acceptance t ?_ P 8.04 Dote Rated Br: Date: Road Br F.K Date: 4/4/07 RffigiOlISC B NO CHANGE THIS SHEET Raved By: F.K. Date: 12/15/03 Roisterer A NO CHANGE THIS SHEET Dawn Ely: Date: Chocked By. Data: F.K 7/14/03 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pd � Visibly Better SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT sadaelkdst PW -701 Seats HALF Sheet 8 of 12 Thawing to. 4259 -4 Rev. B Sit L Clark, P.E. PE #39712 Structural DWG • PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE — MOREHEAD SM5504 ACRYL —R NARROW JOINT SEALANT OR EQUAL 10 4255 11 4254 64255 64254 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED — .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER — 3/16" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD — 7/16" AIRSPACE — 3/16" ANNEALED — .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7/16" LAMI GLASS: 3116" HEAT STRENGTHENED — .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER — 3/16" HEAT STRENGTHENED 22 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD — 7/16" AIRSPACE — 3/16" HEAT STRENGTHENED — .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER — 3/16" HEAT STRENGTHENED .050" .970" .975" ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 Rand By: Revisiona ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4254 .0620 2.784" r .077" t 2.500" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A 1.875" .062" 2.784" ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 PROs C:a ci,e iut�D as complying with the Raiding Cale Acceptance No a Eipiradoa Date By Miami Dade Whim PRODUCT REVISED as cumplying *Eh the Florida Balms Cade Alteeptauee Ne 06 Raved By F:K Rend By: F:K Date: 4/4107 Date: 12/15103 Rensima B NO CHANGE THIS SHEET A NO CHANGE THIS SHEET MIMI By: F.K Data 7/14/03 Data: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better EXTRUSION PROFILES & PARTS LIST Tae: ALUMINUM PICTURE WINDOW, IMPACT Berteafilatek PW-701 seats: HALF Sheet ID reattig Na 9 of 12 4259 -4 7//e/' a7 Clark, P.E. PE #39712 Structural .131 "DIA.MN. x 2 1/2" NA L, AT CORNERS AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 1/4" MAX. f SHIM T • .• CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX. f SHIM WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. ®EMBEDMENT • ^°` ~ • SEE NOTE 1 FOR EMBEDMENT A 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: A p� tZvs \� 1. FOR CONCRETE APPLICATIONS - , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. - 11\‘31E 2. FOR WOOD APPLICATIONS - , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. f f 1/4" MAX. I SHIM T WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. A EMBEDMENT INTEGRAL FIN DETAIL B L 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. I- SHIM 1 FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX. f SHIM 1 SEE NOTE 1 FOR •' : •' Ix WOOD BUCK A EMBEDMENT:• • • • t ::. • .• • (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU A Roved sy. Rued By F.K Roved By: F.K Drawn By. F.K Date: PRCIi}ut: i ite.mt%; irD as complying with the Florida Raiding Code Acceptance No dg -1 t t2..16 Expiration Date 3Akci 1•201.1.4 By SLy� 1 € Miami Dade Division PRODUCT REVISED as asupthig with do Muria NOUN Code �� 4/4/07 Cats: 12/15/03 Revisions: B REVISE AND UPDATE ANCHORAGE PER CURRENT FBC Revisions: A CHANGE NOTE 1 AND FASTENER SPACING Dater 7/14/03 Cheated Sy cafe: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. Bt9X 1529 NOKOMIS, FL 34274 113dr Visibly Better ANCHORAGE - HEAD, SILL AND JAMBS ma: ALUMINUM PICTURE WINDOW, IMPACT BmbNModst PW-701 ISaaerNT S Sheet 10 of 12 4259 -4 Ro �J L Clark, P.E. PE 939712 Structural IAI3LE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. "x' DIM. ANCHOR TYPE v WINDOW "Y" DIMENSION 15.0" 20.0" 25.0" 28.5" 30.0" 34.0" 39.5" 45.0" 46.5" 48.0" , 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1. 2. 4. 1. 2. 4. 1. 2. 4. 1. 2. 4. 1. 2. 4. X Y XJY X Y X Y Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X YlX Y 49.0" O.C. 12 3/8 7 1/2 O ch N r O 12 3/8 12 1/2 12 3/8 8 1/4 12 3/8 W 1.17WI r r O (3 CV r �- CO (�f► P r r 77711 O - Cr) O 12 3/8 CO - th 0) O (�5 N r CO `r, tq 0) 12 3/8 r a- 12 3/8 r r 717171 r r 72-7E71 N ate- r r 12 3/8 N r e- 12 3/8 N r r r 1 '72-3n3 N 12 3/8 N r 12 3/8 N r �.1 " 54.5" O.C. 10 5/8 7 1/2 iii 0 r c, 10 5/8 12 1/2 10 5/8 8 1/4 10 5/8 O 10 5/8 r r 10 5/8 r r 03 _ u7 0 r r 0`0 IA 0 CO r \ th 0) 10 5/$ 9 3/16 10 5/8 (D `. M 0) 000 u7 0 r r 10 5/8 r r 10 5/8 r r 10 5/8 N r _ r 10 5/8 r _ r 00 O �V r _ r 10 5/8 N O O N r 10 5/8 N r 60.0" O.C. 12 csi r I's 12 12 1/2 et N `� CO 12 CD N r N r N r 7-711 CD ( O " CO M O aN- CO (7 O 00 O O r" ar- 00 ° O a- CO Zr3 CO r _ r 12 r CV r -97/71 CV ' _ r OD 0 12 N r N r 717/17 N r 65.5" O.C. 111 13/161 10 3/4 7 1/2 1 7 1/2 111 13/161 10 3/4 O r 11 13/16 10 3/4 12 1/2 12 1/2 11 13/16 10 3/4 8 1/4 8 1/4 et PS 0 r CO (+� r r . r O O Nr 0 r CO ...... r r r et 0 r CO l r r r et 0 r CO (1 r r r" 9 7/8 1 10 3/4 CO 0) CO C) co V� M 0 r (D r •r r CO 0) O , M O 9 7/8 1 10 3/4 0 0) CO ` M 9 7/8 1815/161 r r ,i70-, r 11 13/161 10 3/4 1 r r r 9 7/8 1 10 3/4 1 r r r r 9 7/8 1815/16 1 N ems- a- N a' _ r Nt !ter) O m r r r N r N r r 97/8 1 10 3/4 1 N P N ate- r 8 7/16 1.815/16 1 N r N 11 13/161 10 3/4 1 N r N 9 7/8 1 10 3/4 1 N r N 71.0" /+ O.V. " 76.5" O.C. M o 7 1/2 C i o r O 10 3/4 12 1/2 10 3/4 8 1/4 (� 0 r 0 o r r o r r o r '- to 1 9 3/16 1 10 3/4 9 3/16 ( o r c9 CD P co r r (7 vt o r r' r co r '- ss O •r r N T r 11 11/161 10 3/4 1 r r N r r 8 3/4 1 9 1/4 1 •r r P r r 8 3/4 1 9 1/4 1 N 10 3/4 1 N r 9 1/4 1 12 p� 82.0" O.C. CO r r r P Is. CO r r 0 11 11/16 12 1/2 11 11/16 8 1/4 CO r r r O CO ....... r r r r CO r r 0 9 3/16 a.. r CO O 10 93/161 8 3/4 1 r r O r a r r 10 1 r r 8 3/4 1 N r e r s. r r r N r 8 3/4 1 12 87.5" 87.5" O.C. J 12 5/8 r ~ J 12 5/8 o 125/8 12 1/2 125/8 8 1/4 125/8 o 110 13/161 r- 12 5/81 = co 0 r 9 7/16 9 3/16 1 12 5/8 1 CO r (� O 10 13/161 CO - th 0) CO (� 00 r r � r O r r CO 0) r r CO f� 00 N _ r 10 13/161 N v-- r CO is O N _ r 8 7/16 1 N r CO CO r 0 N e- 8 7/16 1 N 93.0" O.Ci. CO to 7 1/2 1 11 5/8 11 5/8 12 1/2 11 5/8 8 1/4 0`0 O r O 10 1/8 11 CO O _ r P 00 _ r r 0 CO c i 0) 11 5/8 1 CO ... 0) 00 r O CO C..,. 0)) O ar- CO tL _ r ter- 0) 7- 8 1/8 1 N r _ r 00 10 _ r N r O N a- co 0 N r 10 1/8 1 N r 0) N r 98.0" O.C. Nr N r ~ O r CV " v- CO N O N r Or r r 1 12 r r N r 0 �-• r I 9 3/8 I (O r C� 0) 1 12 1 (O ' M O 110 1/2 1 (0 r (s) 18 7/16 1 r r 1 10 1/2 1 r r CO (j 0) r r 18 7/16 1 N P .r- 110 1/2 1 N r a- a, 00 N r-, a 18 7/16 1 N r 110 1/2 1 N r tD 1` 00 N r NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 3 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) MAX. 81/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: "Y" DIM. 1. "X" DIM. -►) FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FROM ANY CORNER. Reektioec Rowdily: Rowdily: F.K Rend By: team By: F.K Date: Dab: 4/4/07 Date: B NEW SHEET Nevada: 7/14103 Checked Sy: Mem 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE, WOOD SUBSTRATE ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4" ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5.5/16" ELCO TAPCON PRODUCT RENEWED 418 complying with the Florida Raiding Code Acceptance No 6 .. i t 2. I Q Expiration Date It a Denton Division PRODUCT ossomplying with die Pisriiin UMW Cede Aeceptaace Ne Date Tex ALUMINUM PICTURE WINDOW, IMPACT SedesiUoeet PVV-701 NTS Sheet 11 of 12 Dreetp 4259 -3 B //A Robert L. Clark, P.E. PE #39712 Structural TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE N..--- WINDOW " DIMENSION WIND. "X' DIM. ANCHC TYPE v 15.0" 20.0" 25.0" 28.5" 30.0" 34.0 " 39.5" 45.0" 46.5" 48.0" 3.,4.,5 3.,4.,5 3. 4.5. 3. 4.5. 3. 4.5. 3. _ 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. X Y X Y X Y X Y X' Y X Y X Y X Y X Y Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0" O.C. 12 3/8 7 1/2 co NN- 0 12/8 6 1/2 co ai 12 1/2 I NI. O tt 00 00 C� 8 1/4 I tt P 0 O 12 3/8 I 0 �. •- O � 12 3/8 1 P 123/81 P CO f: r, CO P3 ai 123/81 CO g 0 123/81 CO Cg CA CO ti N. et. P co 123/81 CO `� e- 7 7/16 85/8 123/8 N N- P 123/8 N a- e- 7 7/16 171/4 123/8 I 2 123/8 12 54.5" O.C. 1105/8 7 1/2 10 5/8 ° 10 5/8 6 1/2 105/8 12 1/2 10 5/8 co `3 O 81/41 81/21 0 105/8 rn 8 1/2 105/81 10 5/8 8 1/2 1 CO ch 0 10 5/8 CO c`h 0 0\0 o 93/161 00 r 8 1/4 1 CO u' O 10 5/8 CO 8 5/8 10 5/8 N P � 10 5/8 N P CO r .�t n 105/8 12 0\0 tt) O 60.0" O.C. 7 1/2 0 CIO i 0) N P CO 12 1/2 9 5/8 8 1/4 12 8 1/4 9 5/8 0) 12 0 CO 12 I r 12 I = co CO 0 12 I co g 0) 12 I CO c� 0 CO CO er P co 9 5/8 I r 12 I 00 CO 8 5/8 9 5/8 N `- _ aN- N aP- 6 7/8 et t� 9 5/8 a- - 12 65.5" O.C. 10 3/4 N P ti �� •'+ O P O P O P N �- �' co co O P 12 1/2 I �r P co \ P O 10 3/4 I et \ P co �S co' rn 103/41 0) ,.. ,- P r, _ , d 0 a- _ P 10 3/4 I _ t- \ P P r. CO P 0) 10 3/4 CO `P�, C�7 0) 103/41 CO P c 0) \ �- a- CO 8 1/4 10 3/4 P 103/41 P 0 -. P a- CO 8 5/8 V' 47 r) O a- N P P P �' O P N P P P CO \ P P CO .a. h tt ii 0 a- I 12 at O a- 12 71.0" O.C. t0 a- M P a- 7 1/2 C0 a- ? P P a- 0 P 9 7/8 6 1/2 CO g P P P 12 1/2 8 7/16 8 1/4 CO a- a- P P P P CO 8 7/16 CO �- T P P CO \ r- CO - P CO r c)) a"' P P P a- CO ` Cv) r P P T a- 7 3/8 I CO \ C9 0 9 7/8 I CO \ CO 0 CO a- ('� a- P P CO 0 CO \ 0 CO 8 1/4 9 7/8 P P (0 1 a- e- P P P (0 �. 0 O 8 5/8 CO r,, CA N P a- CO C'9 .e a- e- N a- a- co 5).-. 40 sr P ~ 00 (•.., O3 N P C0 ` Ch - e- a- 12 76.5" O.C. Ch 0 7 1/2 10 3/4 0 `�. Ci 0 6 1/2 C7) 0 12 1/2 9 1/4 I P co O 8 1/4 I CO CA 10 3/4 I 0 CO P P 103/41 P a- 0 P P CO g I - CO g 0) 103/41 CO � 0 ) 0 � 0) 6 1/2 r 00 9 1/4 I r P 0 P P 6 1/2 I 8 5/8 -- CA P a- O∎ P P O 7 1/4 0 12 110 3/4 12 82.0" O.C. C0 T. P N a- t* CO - P P 10 ° N P CO CO � a- P P 12 1/2 8 3/4 8 1/4 1 CO - T - e- '\a' a_ 00 - C� CO 0) C0 - a- P P °) 7 13/16 1 _ a- 40 -_ r !" P _ P CO . . P _ r h 9 3/16 10 CO Ch 0) CO a- P P CO e- Cr) 0) 6 3/8 8 1/4 10 a- tO _ P a- P CO \ CO 8 5/8 NI. C� N P P CO T P a- N a- P 15 7/8 7 1/4 314 12 co �_ P P P 12 87.5° O.C. 12 5/8 Z/6 L 12 5/8 a- co • 0 N O 125/81 12 1/2 co I:: O tt 03 12 5/8 8 1/4 8 7/16 0) 12 5/8 I 0 7 9/16 1 P co P 0 P 12 5/8 I r co O 9 3/16 I 0 P 0 co Ce) 0) 125/81 co i-4. 0) co 40 tt CO 9 7/16 I P 12 5/8 I e- 6 5/16] 8 5/8 co I: 0) N .- 12 5/8 N r 15 13/16 T. ~ co t`: co 12 12 5/8 12 93.0" O.C. CO u) P r 7 1/2 11 5/8 o CO P O P N O 00 P P 12 1/21 er r CO co !� r e. CO 8 1/8 I C0 r r 7 3/8 -I r 00 us t- r co u) r a- d. (0 CO M 0 00 P O a- 93/161 00 ,--ii a- r CO M CT) .a. CO 8 1/4 1 0 CO C to P P � 0 �, r CA 0D CO 0) N .- P r 0\0 t0 P r" N P P P 513/16 er ' ~ 0 O`0 P P I 12 96.0" O.C. 12 N r r- I 12 0 co C~S+ CA N r CO 12 1 12 1/2 I87/16I r CO I12I r CO I8 7/16 I co 112 I CA CO a- P N P N 0 P I12I a- L_61/2 1 CO 0 N 0 CO g co a- CO Cg` O CO I81 /4I O PS CA a- I12I r CO co CO CO n co N r N N aP- 1 55/8 at r. CO r'- co - 1-71 12 NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 2 1/8" O.C. CONCRETE SUBSTRATE) MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: DIM. "X" DIM. FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FROM ANY CORNER. ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2 #14 STEEL SCREW (G5) 3. 1/4" ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5.5/16" ELCO TAPCON PRODUCT RE16b;4# tit nacomplying with Mc Wide Wang Code Neo43-1%12• ID Rai pb don Gate � 14 PRODUCT REVISED � @Iy1K with tie Florida Acceptance No Die Road By: o Revisions: Rend By. F.K Dabx 4/4/07 Revisions: 8 NEW SHEET Rend Br Dabx Reeboks= Drawn By: Dabx Checked Ely Cake F.K 7/14/03 1070 TECHNOLOOYDR/VE NOKOMIS, FL 34275 F.O. BOX 1529 NOKOMIS, FL 34274 PIGT Visibly Better ANCHORAGE, CONCRETE SUBSTRATE Mee ALUMINUM PICTURE WINDOW, IMPACT se"ne"weer FW-701 sure. NTS Sheet 12 d 12 &awing No. 4259 -3 13 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, 5116" OR 3/8" AIR SPACE AND 5/16" 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 1/4" 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. Q7. 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 A 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CI.I,1?, EN:UlKcIONaI 1,D1NG THE HIGH VELOCITY HURRICANE ZONE (HVHZ). , 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 Build iv, Code Acc:°ntence No 0 Expiration Date Revsd By Date: F K. 4/15/07 Revsd By Date: F.K. 10/17/06 Revsd By. Date: F.K. 5/13/06 Drawn By Data: F.K. 2/28/06 Revisions: C ADD FTL -5330 TO NOTES 7 & CHG. NOTE 8 TO CURRENT EDIT. Revtsbss: B CHANGE TO ASTM E 1300 -02 Revtste s: A Checked By: J.J. ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 & NOTE 8. Date: 3/23/06 1070 TEC :hHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 '30X 1529 NOKOMIS, FL 34274 Visibly Better GENERAL Albf S°` '`• ' Truk: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Set Coder HRT10 Seale: NTS Shaer. 1 11 Drawing No 4127 -10 Re C Robert L. Clark, F.E. PE #39712 Structural 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS -0- .090 SOLUTIA OR DUPONT PVB INTERLAYER -�- ▪ 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 63,64,65 aEXTERIOR 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 as complying with the Florida Building Code Acceptance No O — ofi .O Expiration Date / Raysd By F.K. Date: 4/15/07 Revisions: C NO CHANGE THIS SHEET Revsd By. F.K. Deter 10/17/06 Revisions: 8 NO CHANGE THIS SHEET Raved By: F.K. Date: 5/13/06 Revlsbns: A ADD AIR SPACE DIM. TO LAM! IG DETAILS Drawn By: Date: Checked Br Date: F.K. 2/28/06 J. J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 39X 1529 NOKOMIS. FL 34274 Visibly Better tin: GLAZING DETAILS rate: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sd HR710 Seale: Full sheet: 2 or 11 Drawing n". 4127 -10 Rev C /7/7:4 Ro - ert L. Glaris, P.E. PE #39712 Structural TABLE 1. XOX (114,1/2,1/4), FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" 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 96" 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" 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 -52.3 108" 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 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,1 +60.0 _ = £0.0., UP TO 111" r 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 GLASS WIDTH TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G, H, I +60.0 -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 -75.0 3 OX AND XO FLANGE OR INTEGRAL ,FI INDOWS (FLANGED S 0 . FIN WINDOWS W WINDOW WIDTH GLASS TYPE 26" 36" 38 3/8 60" A,B,G,H +75.0 -75. +75.0 -75.0 +75.0 TABLE 3. AME DLO ARE 1" SMALLER) WINDOW HEIGHT 48" -75. +75.0 66" 72" 74" A,B,G,H +75.0 A,B,G,H +75.0 A, B,G,H +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 50 5/8" +75.0 -75.0 +75.0 11 -75.0 +75.0 11 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 +75.0 -75.0 +75.0 -75. , +75.0 -75.0 UP TO 74" C,D,E,F, I,J,K, L +75.0 -75.0 -75.0 -75.0 +75.0 +75.0 +75.0 -75.0 -75.0 -75.0 +74.2 +69.6 +68.1 -74.2 -69.6 -68.1 +70.2 +65.2 +63.8 +75.0 -70.2 -65.2 -63.8 -75. GLASS TYPES: TEST REPORT FTL -4858 (XO)), FTL -4859 (OX& XO) AND FTL -5330 A. 5/16" LAMI B. 5/16" LAMI C. 5/16" LAMI D. 7/16" LAMI E. 7/16" LAMI - F. 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) Ravel By. F.K. Date: 4/15/07 Revisions: C G. 13/16" LAMI 10-1/8" 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 10-1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5116" 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 -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) ADD INTEGRAL FIN OPTION & UPDATE ASTM E 1300-02 DPs Revsd By: F.K. Date: 10/17/06 Revisions: B REVISE DP TABLES TO ASTM E 1300 -02 Ressd By: F.K. Date: 5/13/08 Revisions: A ADD AIR SPACE DIMENSION GLASS TYPES G THRU L. Drawn By: F.K. 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 PST : DESIGN PRESSURES with the Florida Building Cede Acceptance No 07-08/5 .O S/ Ex. iration Datc1 11• Div '.= ion 7me: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better Seeesiebeat HR710 Scale: NTS Sheet: 3 a 11 Dmwfig No. 4127 -10 Rev: C Robert L. Clark, P.E. PE #39712 Structural 27 3/8" MAX. DLO ix-- 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 57 3/8' MAX. DLO ALL FIXED LITES 33 9/16" MAX. DLO VENT C 73' MAX. WIDTH I.F. FRAME --0-I 74° MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO $ 63" MAX. FLANGE FRAME ALL 56" CONFIG. MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. A A 27 3/8" MAX. DLO VENT 27 3/8" MAX. DLO FIXED A D D B EGIS B 85 7/16" MAX. WIDTH I.F. FRAME - - -1 A 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 A (FRAME CORNER CONSTRUCTION) T- 7.!c "rP.EVISED . with the Florida CccIe No C17— - 5.O�j Ex' :;anon Date 427 ZOI/ 1 By / //. .� Munn ode ` , uct Di ' on Raved sy: F.K. Dam: 4/15/07 Revisions: C ADD INTEGRAL FIN FRAME MAX. DIMENSIONS AND CORNER CONSTRUCTION DETAIL FROM SHT. 6. Revsd By: F.K. Dam: 10/17/06 Revisions: B NO CHANGE THIS SHEET Revsd ey. F.K. Dam: 5/13/06 Revisions: A NO CHANGE THIS SHEET Drawn By F.K. Dam: 2/28/06 Checked sy. J.J. Dam: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 I Pi GT Visibly Better ELEVATIONS nna: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Setter Model HR710 NTS Sheet 4 o( 11 Drawing No 4127 -10 Rev. C abort L. Clark, P.E. PE #39712 Structural INTERIOR EXTERIOR INTERIOR MAX. HEIGHT FLANGE FRAME A EXTERIOR INTERIOR 1--- MAX. FIXED DLO --4.4 MAX. WIDTH (FLANGE FRAME) SECTION B -B MAX. VENT DLO (HORIZONTAL SECTION - XOX SHOWN WITH FLANGEAFRAME) MAX. VENT DLO MAX. FIXED DLO I F MAX. FIXED DLO EXTERIOR MAX. VENT DLO MAX. WIDTH (I.F. FRAME) SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIVRAME) EXTERIOR Rend By F.K. Raved By. F.K. Rend By. F.K. SECTION C -C A (VERTICAL SECTION, FLANGE FRAME) Date: 4/15/07 Date: 10/17/06 Revisions: C A SILL INTERIOR (VERTICAL SECTION, I.F. FRAME) A ADD INTEGRAL FIN FRAME, ITEMS 41, 42 AND 43 AND VIEWS. Revisions: B NO CHANGE THIS SHEET Drawn By F.K. Date: 5/13/06 Rev:stone: A NO CHANGE THIS SHEET Dale: 2/28/06 Checked By J.J. Date. 3/06 I 3/2 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 121 Visibly Better HEAD (VERTICAL SECTION, I.F. FRAME) A SECTIONS nee: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Sedesl odet HR710 Seater Half Sheet: 5 a 11 Drawing No. 4127 -10 Rev. C PRODUCT REVISED as complying with the Florida Code Acc: -,:snce No iraticn Date ■//A. Robert L. Clark, P.E. PE It39712 Structural ITIIVI 1 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 DWG# 4102 4025 REV A DESCRIPTION FLANGE FRAME HEAD MAIL 6063 -T6 AL PGP## 612237 23 24 29 32 4053 4136 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 4105 1683 225-1 226 4128 4006 A G B SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL #8 X 3/4 PH. PAN HEAD SASH STOP COVER (SASH STOP) 6063 -T5 AL FLANGE FRAME SILL 6063 -T6 AL SILL ADAPTOR 6063 -T6 AL ROLLERTRACK 6063 -T6 AL WEE' HOLE COVER POLYPROP. ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB 6063 -T6 AL GASKET FOR MAIN FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FIXED MEETING RAIL WSTP.,.187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL 6063 -T5 AL WSTP.,250 X 270 BACK, FIN SEAL ROLLER HOUSING& WIDE BRASS ROLLER WHEELS BRASS HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 612244 7834AA 6063 -T5 AL 6063RD -T6 AL 64136 64137 64131 71298 7PAD1626 612225 74134W/K 781PQA 64110G 64054A 64066G 612240 61683G 42112HD 7BRWHL2 44128N 33 1235 D SASH MEETING RAIL 6063HS T6AL 64006 W STP.,.170 X 270 BACK, FIN SEAL 35 36 1096 1016 SWEPT LATCH DIE -CAST 67S16G 71096 #8 X .625 PH. FL SMS 37 4126 38 1683 SASH SIDE RAIL 6063 -T5 AL WSTP.,.250 X .270 BACK, FIN SEAL 39 7070 BULB WEATHERSTRIP .187 X .275 40 LIFT RAIL COVER CAP 41 42 4139 4140 I.F. FRAME HEAD 6063 -T6 AL 7858 64126 61683G 67070K 74078 "C" L ORR 64139 43 4141 I.F. FRAME SILL 6063 -T6 AL 64140 50 I.F. FRAME JAMB 6063 -T6 AL 64141 51 1224 52 1225 53 4039 13 GLAZING SILICONE, DOW 899, 995 OREQUIVALENT VINYL GLAZING BEAD BULB (THICK) VINYL GLAZING BEAD BULB (THIN) GLAZING BEAD 5/16" 6063 -T5 AL 54 4044 B GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL 55 4222 A GLAZING BEAD - 7/16" 6063 -T5 AL 56 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063 -T5 AL 59 60 4067 GLASS, GLAZING BEAD - 13/16" 6063 -T5 AL 6TP247W,K 6TP248K 64039B 644703 64222 6985 64067 61 ,1 62 „ 63 64 '1 65 „ 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 5/16" LAMI (1/8" A, .090 PVB, 1/8" 115) 5/16" LAMI (1/8" HS, .090 PVB, 1 /8" HS) 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) Revsd eT F.K. Raved By:: F.K. Raved By: F.K. Drawn By F.K Date: 4/15/07 Data: 10/17/06 Date: 5/13/06 Date: 2/28/06 Re A A A .. GLASS 67 68 70 71 73 74 75 76 77 .i 91 92 93 94 ,1 1014 1630 1631 1073 1624 DESCRIPTION MATL PG1## 13/16" LAMI IG- 1 /8 "A, 3/8 "AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "A 13/16" LAMI IG- 1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB,1 /8 "HS) 13/16" LAMI IG-1/8"A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, 1 /8 "A) 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB,1 /8 "HS) 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 13/16" LAMI IO-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3 /16 "HS) 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "A, .090 PVB, 3 /16 "HS) 13/16" LAMI IG- 3/16 "A, 3/16" AIRSPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3/16 "HS) SCREEN FRAME (HOR. & VER) 3105 -H14 AL SCREEN CORNER KEY W/RINc SCREEN CORNER KEY W /OUT RINGS POLYPROP. POLYPROP. SCREEN SPRING SCREEN SPLINE - .135 DIA. FOAM 95 1635 SCREEN SPLINE - .135 DIA. HARD 96 SCREEN ST.ST. EM PVC EM PVC CLOTH 1 2.784 .062 -4-- 1.988 I.F. FRAME JAMB A #4141, 6063 -T6 2.624 ar a i1 C ADD ITEMS 41, 42 & 43 Revision 8 Revisions: A NO CHANGE THIS SHEET ChecedBy J.J. ADD SPACE DIMENSIONS ITEMS 66 THRU 77. Date: I 3/23/06 _ 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.G. BOX 1529 NOKOMIS, FL 34274 Visibly Better PARTS LIST .710 enf .062 I.F. FRAME HEAD A #4139, 6063 -T6 .062 2.710 .F. FRAME SILL A #4140, 6063 -T6 i 3.152 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 Scale: NTS Sheet 6 or 11 Drawing 4127 -10 Rev C PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 -0 Expiration Date 2 / 201/ obeFt L. Clark, P.E. PE #39712 Structural Raved By: F.K. FLANGE FRAME HEAD #4102A, 6063 -T6 —►IF'+ -062 .490 Ji ft -F1+1.451-10-1 SASH STOP #4025, 6063 -T5 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 1 050 �- .678 1.096 GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) Date: 4/15/07 Revisions: C .062 3.152 2.710 FLANGE FRAME SILL #4136, 6063 -T6 HORIZ. ROLLER TRACK #4131, 6063-T6 1.187 -►I 1.081 F-4-- SASH MTG. RAIL #4006D, 6063HS -T6 .678 1.096 I- IT GLAZING BEAD 7116" #4222A, 6063 -T5 .062 1.187 -.+- -- 3.090 FRAME SILL ADAPTER #4137, 6063 -T6 L1.403 -0-1 FIXED MEETING RAIL #4054B, 6063HD -T6 - 1.29'h►J SASH SIDE RAIL #4126, 6063 -T5 ir .050 1.115 1 1 .678 if GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) b1.513 1 1 x.040 .738 4 4 3 f SASH STOP COVER #4053, 6063-T5 1 1.31 63 F-.050 1 �rn II r Ip .678 1.096 I - GLAZING BEAD, 5/16" #4039B, 6063 -T5 I -F-- -- -2.784 .062 FLANGE FRAME JAMB #4002A, 6063 -T6 .683 .050 1.097 GLAZING BEAD, 13/16" #4067, 6063 -T5 NO CHANGE THIS SHEET Revsd ay. F.K Revsd OY F.K. Date: 10/17/06 Revisions: B NO CHANGE THIS SHEET Data 5/13/06 Revisfvix A NO CHANGE THIS SHEET Drawn By: F.K. Date: 2/28/06 Checked By J.J. Date. I 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0 BOX 1529 NOKOMIS, FL 34274 DeeedpBOre EXTRUSIONS nee: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better sedssiMadet HR710 Sal* sheet• Half 7 et 11 raswatri No. 4127 -10 Rev. C PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 Expiration Date By Mi Product Di on r/o Robert L. Clark, P E. PE #39712 Structural ANCHOR QUANTITIES, XOX (1/4- 112 -114) WINDOWS TABLE 4 ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3, WOOD ZONES 2, CONC ZONES 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES WINDOW SIZE W V H 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 HEAD & SILL QHEAD & SILL Q HEAD & SILL to m 2 HEAD & SILL to QHEAD & SILL m m HEAD & SILL m m 1+C2 +1+C2 +1 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 2 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +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 +11 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 +11 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +11 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +11 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C3 +1 +C3 +1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1+C2 +1 +C2 +11 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02+1 +C2 +1 2 1 +02 +2 +02 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +11 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02 +2 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +11 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+11 3 1 +C2+1 +C2+1 3 1 +C2 +1+02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +11 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +2 +C3+1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 13 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +2 +03+1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +2 +C2 +1 2 1 +C2 +1 +02 +11 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 +2 +C2 +1 3 1 +C2 +1 +C2 +1 13 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +02+1 3 1 +C2 +2 +C2 +1 3 1+C2 +1 +C2 +1 13 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 +113 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 +11 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 +11 3 1 +03+2 +C3 +1 3 1 +C3 +2 +03+1 3 1 +C2 +2 +02 +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 +11 2 1 +C2 +2 +C2 +1 2 1 +02 +2 +C2 +1 2 1 +C2 +2 +C2 +1 2 1 +02 +3 +C2 +1 2 1 +C2 +2+C2+1 3 1 +C2+2 +C2 +1 13 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02 +2 +C2 +1 3 1 +03 +3+03+1 3 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1+02+2+02+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 +03+1 3 1 +04 +3+04+1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +11 3 1 +C3 +2 +C3 +1 3 1 +03 +2 +C3+1 3 1 +C2 +2 +C2 +1 3 1 +04 +3 +04 +1 1 +C2 +2 +C2 +1 3 1 +C2 +2 +C2 +11 3 1 +C3 +2 +C3 +1 3 1 +C3+2 +C3 +1 3 1 +C2 +2 +C2 +1 3 1+04+3+ 106.375x 38.375 48.000 50.625 54.000 60.000 63.000 111.000x 38.375 48.000 50.625 54.000 60.000 63.000 Raved BY F.K. Raved By F.K. Raved By F.K. Date: 4/15/07 1 +C2+2 +C2+1 2 1+C2+2 +C2 +112 1 +C2 +3 +C2 +1 2 1 +02 +3 +C2 +1 2 1 +C2 +3 +02 +1 2 NOTES: 1. ANCHOR TYPES: 1 -114" 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) C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16" A) E. 7116" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI 1G -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 I. 13/16" LAMI 10 -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 3I16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - L. 13/16" LAMI IG -1/8" OR 3/16" A, 3116" 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. 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. TABLE KEY: X O X I1 +C3 +4 +C3+11 3 (f- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 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) I25 3/4" max. -#-1 ( -•--3" MIN. 3 t E E 1 b b b 1C r O 1+C2+ C2+1 1 +C2 +3+02 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +03+3+03 +1 3 1 +C2 +2 +C2 +1 3 1 +C3+3 +C3 +1 3 1 +C2 +2 +C2 +1 3 1 +C4 +3 +C4 +1 1 +03+3 +03+1 3 1+C2 +2+C2 +1 3 1 +C4 +3 +C4 +1 1 +C3 +3 +03 +1 3 1 +C3+3 +C3 +1 1 +C3 +3 +C3 +1 3 1 +03+3 +C3 +1 1 +C3 +3+C3 +1 3 1 +C3 +3 +C3 +1 3 1 +C4 +3 +C4 +1 3 Dam: 10/17/06 1 +C2 +3 +C2 +1 2 1 +C2 +2+C2 +112 1 +C2 +3 +C2 +1 2 1 +C4 +3 +C4 +1 1 +C2 +3 +C2 +1 1 +C2 +3+C2 +1 3 1 +C2 +2 +C2 +1I3 1 +C3 +3 +C3 +1 1 +C2 +3 +C2 +1 3 1 +C2 +2 +C2 +113 1 +C3 +3+C3 +1 3 1 +03+3+03+1 3 1 +C2 +2 +C2 +113 1 +C3 +3 +C3 +1 3 1 +C3+3+C3 +1 3 1 +C2 +2+C2 +1I3 1 +C4 +3 +C4 +1 1 +C3+3+C3 +1 3 1 +C2 +2 +C2 +113 1+C4 +3+ Revisions: C 1 +C3 +3+ 1 3 1 +C2 +3 +C2 +1 3 1+ +4+C3+1 2 3 1 +C3 +3+ .c 1 4 1+C3+ C3+1 3 1 +C4 +4 +C4 +1 1 +C4 +4 +C4 +1 3 1 +C5 +4 +C5+1 3 2 3 1 +02 +3+02 +1 3 1 +C2 +4 +C2 +1 2 1 +03+4 +03+1 3 1 +C3 +- . +03 +1 1 3 1 +C3 +3 +C3 +1 3 1 +C3+4 +03+1 3 +3+0+1 3 1 +03+3 +C3 +1 3 1+04+4+04+1 3 1 +C4 +3 +C4 +1 4 1 +C3 +3 +C3 +1 3 1 +C4 +3+C4 +1 Revtelons: B Date: 5/13/06 Revisions: A UPDATE TABLE 4, SELECT VALUES DUE TO ANCHOR CAP. ADJ REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Drawn By Date: Checked By Date: F.K 2/28/06 J.J. 3/23/06 4 1 +04 +3 +04 +1 3 1 +04 +4 +04 +1 3 1 +C5 +4 +C5+1 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. sox 1529 NOKOMIS, FL 34274 MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) • ` 25 3/4" MAX. -0-1 1/2° TYP. 9* REF. X 0 1 �--3 MIN. EbEI b 1 MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS Visibly Better ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) rare: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Se,s/Madet Stale: Sheer: Drawing No. HR710 NTS 8 of 11 4127 -10 Rev: C PRODUCT REVISED c'5=1pi:1 +:t;, with the Florida Buil,±1:47, Code Acct ::nce No 0 Expiation Date Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES, XOX (113 - 113 -113) WINDOWS TABLE 5 GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F, ,J,K, L ANCHOR TYPE & SUBSTRATE 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 m m 2 HEAD & SILL m 2i a HEAD & SILL m 2e HEAD & SILL m m 2e HEAD & SILL m 2 HEAD & SILL to m Q 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 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 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 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 2 1 +C2 +1+C2 +1 1 +C2 +1 +C2 +1 3 2 1+C2+1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +02 +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 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 +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 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 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 66.000 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 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 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 3 3 1 +C2 +1 +C2+1 1 +C2 +1 +C2 +1 1 +C3 +1+C3+1 3 3 3 1 +C2 +1 +C2 +1 1 +C3+1 +C3 +1 1 +C3 +1 +C3 +1 3 3 3 1 +C2 +1 +C2 +1 1 +C2 +i +C2 +1 1 +C2 +1 +C2 +1 3 3 3 1 +C3 +1 +C3 +1 1+C3 +1 +C3+1 1 +C3 +1 +C3 +1 3 3 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 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 +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+03+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 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 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 +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 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 86.437 x 38.375 48.000 50.625 54.000 60.000 61000 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 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 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 +C4 +1 +C4 +1 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 Revsd By, F.K. Date: 4/15/07 Revisions: C UPDATE TABLE 5, SELECT VALUES DUE TO ANCHOR CAP. ADJ. Raved By. F.K. Data 10/17/06 Re isk s: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Bawd By: F.K. Date: 5/13/06 Revisions: A ADD SPACE DIMENSIONS GLASS TYPES G THRU L. Drawn By F.K. Dale: 2/28/06 Checked By J.J. Date: 3/23/06 1 +C3 +1 +C3 +1 1 +C4 +1 +C4 +1 4 NOTES: 1. ANCHOR TYPES: 2. GLASS TYPES: 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 we MAX. FROM CORNERS JAMBS: 9* MAX. FROM CORNERS AND 22 1/2° MAX. 0.C. TABLE KEY: 11+C3+1+C3+11 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTMES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. 0.C. ANCHOR SPACING) MTG. RAIL TYP.- EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 9" REF. 25 3Ir MAX. 1111 1 11 1 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS PRODUCT REVISED as complying with dm Florida Building Code Acceptance No 0 -013i5.07 By Mi Dada Product- on ap Di ton le le 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 Desceptlar IT ANCHORAGE SPACING, XOX (1/3-1/3-1/3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better SedesAtadet Scale: Sheet DrosvirIgNO. Rev: Robert L. Clark, P.E. PE #39712 Structural ANCHOR QUANTITIES, XO & OX WINDOWS ANCHOR TYPE' & SUBSTRATE 2,3, W GLASS TYPES A,B,G,H )OD 1, CONC ZONES ZONES 2, CONC ZONES TABLE 6 G SS TYPES'C,D,E,F,I,J,K, L OOD 2, CONC 1, CONC ZONES ZONES ZONES WINDOW SIZE W H 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000' 0 CO 1 +C2 +1 2 m Q 2 rn 2 0 20) 06 07 2 co 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 3 1 +C2 +1 3 1 +C2 +1 3 3 3 1 +C2 +1 3 1 +C 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 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 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 2 1 +C2 +1 2 1 +C3 ±1 1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 3 3 3 1 +C3 +1 2 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 1 +C2+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 2 3 3 3 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 2 3 3 3 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 3 2 3 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1+03+1 3 1 +C2 +1 3 1 1 +C3 +1 1 +C2 +1 3 2 1 +C2 +1 1 +C2 +1 3 1 +C3 +1 2 1 +C2 +1 3 1 +C3 +1 2 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 32,24 C2 +1 3 1 +C2:1.----( 1 +03 +1 3 ,s1=+C2 +1 2 1 +C2 +1 2 3 1 +C2 +1 3 1 +0+1 3 3 1 +C2 +1 3 1 +0+1 3 3 1 +C2 +1 3 1 +03 +1 3 4 1 +C2 +1 3 1 +0+1 3 4 1 +0+1 3 1 +04 +1 3 3 1 +C2 +1 2 2 +C2 +2 2 3 1 +C2 +1 3 2 +C3 +2 3 3 1 +C2 +1 3 2 +0+2 3 4 1 +C2 +1 3 2 +C3 +2 3 4 1 +C3 +1 3 2 +04 +2 4 4 1 +03 +1 3 2 +04 +2 3 1 +C2 +1 2 2+ 2 3 4 1 +C2 +1 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3 +1 3 1+03+1 1 +C3 +1 4 1 +C2 +1 3 1 +C3 +1 3 1 +C3 +1 1 +C3 +1 1 +C2 +1 4 1 +C3 +1 3 3 1 +C2 +1 2 1 +C4 +1 2 +C2 +2 3 1 +C3 +1 2 1 +C2 +1 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 1 +C3 +1 4 1 +C2 +1 3 2 +03 +2 3 1 +03 +1 1 +C3 +1 4 1 +C3 +1 3 2 +C4 +2 4 1 +C3 +1 1 +C3 +1 4 1 +C3+1 3 2 +C4 +2 4 1 +C3 +1 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 2 +C2+2 4 2 +C3 +2 4 1 +C2 +1 1 +C2 +1 3 2 +C3 +2 3 2 +C3 +2 2 +C3 +2 4 1 +C2 +1 3 2 +C3 +2 2 +03 +2 1 +C3 +1 4 4 1 +C3 +1 1 +C3 +1 3 3 2+04+2 2 +C4 +2 3 2 +C2 +2 3 2 +0+2 4 1+ 1 3 2 +03 +2 3 4 2 +03 +2 1 +02 +1 3 2 +C3 +2 4 4 2 +C 4 1 +C3 +1 3 2 +04 +2 4 4 3 +2 4 1 +03 +1 3 2 +04 4 3 2 +C2 +2 2 +C2 +2 3 4 2 +C 3 2 +C3 +2 4 4 2 +C3 +2 4 +C2 +2 3 2 +0+2 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) 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 I. 13/16° LAMI IG -118" 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) (1I8" HS,.090, 1/W 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. 74.000 x 38.375 48.000 50.625 54.000 60.000 63.060 Revel By Date: _ R F.K. 4/15/07 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 2 +C2 +2 2 +C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 2 +C3 +2 2 +C3 +2 4 2 +C2 +2 2 +C3 +2 4 2 +C3 +2 2 +C3 +2 4 1 +C3 +1 3 3 3 2 +C3 +2 2+04+2 2+04+2 4 2 +C3+ 4 2 +C3 +2 3 2 +04 +2 4 4 3 +2 5 2 +C3 +2 3 2 +04 +2 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 ( 2 +C4 +2 5 2 +03 +2 4 2 +04 +2 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 +21 3 -a- ANCHOR QUANTITY PER JAMB 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) 18 3l4° MAX. --►�1.-F-3° MIN. 9° REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1/ (SHOWN IN TABLE KEY ABOVE) 9" REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 18 3/4" MAX I11 1!2° TYP. I+ --3" MIN. PRODUCT P.EVISED as comp ; :i,3 with the Florida Building Cod 081 J,r Ac�tance No . 01515.01 Expiration Date C CHG.TABLE # TO 6, & SELECT VALUES DUE TO ANCHOR CAP. ADJ Rend Fly: F.1( Date: 10/17/06 Revisions: B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Rend Fly F.K. Date: 5/13/06 Revisions: A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Drawn By F.K. Date: 2/28/06 Checked By J.J. Date: 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.C. BOX 1529 NOKOMIS, FL 34274 E!cT Description: ANCHORAGE SPACING, OX AND XO WINDOWS Vier ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Visibly Better se tes/acoaet HR710 NTS 10 of 11 Drawing No 4127 -10 Rev: C /1/0"-/ Robert L. Clark, P.E. PE #39712 Structural A A MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4° MIN. E.D. TYP. 1 NOTE 1 A CONCRETE ANCHOR, NOTE 1 1 /4" MAX. SHIM WOOD ANCHOR, NOTE 2 1/4" MAX. SHIM 2x WOOD BUCK, NOTE 3 WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS A 1 3/8° MIN. 2x WOOD BUCK, NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 MIN. 3.4 K CONCRETE A DETAIL C 1 /4 " MAX. SHIM � CONCRETE ANCHOR, NOTE 1 h 1/4" MAX. SHIM • 1x WOOD BUCK, NOTE 3 DETAIL F 1 3/8" MIN. 1 1/4" MIN. (1.5 KSI CMU) OR PER NOTE 1 A (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO A TAPCONS EMBEDED 1 3/8° MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. A2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT© EDITION. a 1 3/4" ] EXTERIOR INTERIOR • • MIN. E.D (HEAD & SILL DETAILS TYP. INTERIOR (JAMB DETAILS E, F & I) EXTERIOR 1 TYPICAL FLANGE FRAME JAMB SECTIONS 1/4° MAX. SHIM • . NOTE 1A I ' 1 3!4" MIN. KSI E.D. TYP. A Raved By: F.K. Raved By. F.K. Revsd By F.K. Drawn By F.K Date: 4/15/07 Date: 10/17/06 Date: 5/13/06 Date: 2/28/06 2x WOOD BUCK, DETAIL D NOTE 3 WOOD ANCHOR, NOTE 2 1/4° MAX. SHIM SEE NAILING DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS G, H & I. SEE 1 3/8" MIN. A NAILING TYPICAL FLANGE FRAME SILL SECTIONS REVISE NOTES 1 & 2 REGARDING TRIMFIT HD. & EMBEDMENT. ADD I.F. FRAME CHG. NOTE 5 TO FBC, "CURRENT EDITION" Revisions: C Revisions: B A Checked By: J.J. REVISE EDGE DIST. , EMBEDMENT & SHT. REFERENCES ADD NOTE 5. Date. 3/23/06 I 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 DETAIL G (SILL)A i Qi SEE NAILING DETAIL I (JAMB)A A TYPICAL INTEGRAL FIN FRAME SECTIONS ANCHORAGE DETAILS Visibly Better Titre: ALUM. HORIZONTAL ROLLER WINDOW, IMPACT saw• HR710 saik Half Dewing No. 4127 -10 RSV! C as a:: :: L.3 Florida Ac::::pV '• c No E . F nation Date By Mi Product , /7, ,e/e7 Robert L Clark, Robert L. Clark, P.E. PE #39712 Structural I Ip� 1ami Shores Vi e Building Department 1 0030 N.E 2nd Avenue, Miami Shores, Florida 33138 Tel (305) 795 2294 Fax: (305) 756 $972 INSPECTION'S mon N UMBER: (305) 762A949 BUILDING Permit No: PERMIT. APPLICATION Master Permit No C 20 permit Type': BUILDJNG, : _ ROOFING Owner's Name (Fee Si m p le Titleholder )' Tll/ � Phone,# .�'0 �' 6-88-93/3 Q .. Owner's Address ` /4 we !bc) . S' Cit3' iami it es State " ..._ Zip ` ' 33 / (P. / Tenant/Lessee Name Phone it -Email Job 'Address (where the work is being.done) 1 ' /08' S> City. Miaami Shores Vitlaee County l�iiatn -bade Zip: _3 / �` FOLIO I P1 RCEL.# /! Z13(— b// UO ?O: Is Building Historically Designated " YES Nib Flood Zone Contractor's CompanyName D . '. mp e... f ,e r ;' Phone # 5 a —.173/3 Contractor's Address 7S SLJ > / i %` City 1 L -2.@ t State f---I,:,._ 1 zip .33 /73 Qualifier Name OOS ‘. D Phone # State Certificate or �tegio#rati�n I�T+o.:Oct 0 a:3 �9: ` � o� tip •� �.� �;� Oc Co Certthcate.of Competency No Contact Phone .3-Ds 2R2- '73/ 3 • Architect/Engineer's Name (if applicable) '` Phone ## Value of Work For': this Permit $ 176 0o " Square / Linear Footage Of Work: Type of Work: °Addition °Alteration (tTew . 0 Repair/Replace Demolition Describe Work: /f fi, / i`%a�.i'01 ' r r ' *'t5 (:::27--.." ""' 1 4 ** . *. * * * * * ** * * ** * * ** ** r *i *, * * ** * * *Ftes * *** ** * * * * *** * * ** * ** *** ** ** Ana ** * * ****** Submittal Fee $ Permit Fee $ Q CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ : ; DPBR Bond $ Double Fee $ - Violation date: r� Structural review; $ .' Total Fee.NoW Due $� See Reverse side a Bonding Company's Name (if:applicab T ... Eon Company's Address City State flit 11 ovktgage lie f' (4f applicable) , ]%k t 'i e Leather' Adti es Zip City State Zip Alrp is ' is hereby made to m" a permit to do the work and installations as indicated. I certify that no: work or installation has commenced prior to the i t e, of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdi .. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIE. CONDITIONERS., .ETC OWNER'S AF,FIDA applicable 1M regtilaa that all the foregoing information is accurate and that all work will be done in compliance with all ion. 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 f) pplicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good. faith that a copy of the notice of commencement and construction lien law brochure will be .delivered to the person whose property is subject to attachment. Also,. a.:.certified copy of the recorded notice of commencement mist be posted at the job site for the fret Inspection which occurs seven (7) days after the building permit is issued! In the absence of such posted Iwtice, the inspection will not be approved and a reinspection fee will be charged. Signature°'`.�!J/% t!f Owner or Agent The for in •iztg hnstrument was acknowledged before me this clay of � � .L °� who is versonally ; known to os e or who has produced Signature Contractor The for ang instrument was acknovAedged before ine this , day of 1 , 2fl L, by (!Mti t3S : C) TEA ) who is anally known to nie or who has produced as i4entificati and who did take an oath.` Poficati As 'on and who did take an oath. lP Sign: Print: IV\er@ My Commission Expires: ERGEDES C. RODRIGUEZ :r My COMMISSION 4 DD 873234 t3s EXPIRES: May 2, 2013 arm% Thor Pb al a t° Underwriters ,x ***** **yr*3t3cdt*Yedr$aar***v,, * •r, it APPROVED BY N Y p Sign: Print; My Com HF E� tommisSIDN8DD87 EXPIRES: May 2, 2013 Sal use "tart, Notary Pubpc Undanurdors * * **.****** * **S'**** ** soar * ** * * * *** ** *IV **** ****d@*** ***7 :, ** k************ °*k **F*** ***** a! "7�f /` Plans Examiner Zoning Engineer (Revised•O7 ;1 D,'0.7)0Revised• 06 /i o. 2009) Clerk checked NOTICE OF ENCEMENT iiiiiii 1111111111111111111111111111111111111 A RECORDED COPY MUST BE POSTED JOB SITE AT TIME °FAUST INSPECTION CifFIM 201 1R0405158 OR B PERMIT NAN OW TAX FOUO NO. n- 2.136 - - 00? RECORDED 06/21/2011 13:53:01 k 27'728 Ps 4199; tips HARVEY RUVIN, CLERK OF COURT STATE OF FLORIDA.. NIANI-DADE COUNTY? FLORIDA LAST PAGE 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 s provided in this Notice of Commencement Space above reserved for use of recording office 1. Legal description of property and street/address: .Wrovilt leer;o4ivee /41 1/ 6 Or 2. Description of improvement: boo:Ft-4.4r /'o-r . _ 3. Owner(s) name and address: MITI OA- Loio 6 PI NC tor sr Aimini stiato .33/4/ Interest in property: Name and address of fee simple titleholder: 4. C o n t r a c t o r ' s name, a d d r e s s a n d p h o n e number: E T C .. t t r a t i L i t kJ 14- • 75:5q 81-!-) I I B MOM!, Pc-- 6. Surety (Payment bond required by owner from contractor, if any) - Name, address and phone number: - Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number 8. In ;addition to himself, Owners designates the following person(s) to receive a copy-of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: the expiration clate Is 1 year from the date of recording unless a different date is speoffied) 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 1; SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO.YOUR PROPERTY. A NOTICE OF COMMENCINENT MUST BE RC-CORDED 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. SI6natu ofs r(s).or fey) s)' Authorized Officer/Director/Partner/Manager , By a, 4 .44 it' -„% '-ear.1.■ By K-W5774,6.. Le "4 ct _ Print Name 01.51-4,14 1-01■16, V' Alt E. /10.15 TItle/Office #14t,7"-r,?•*7 / f / rift,geS, .3M41 STATE OF FLORIDA COUNTY OF MIAMI-DADE The fo oing instrument was acknowledged before me this day of By ris a 4. q Ind ally, or ID as ersoriallY 201/ of id Public: Name: (Y)re der (SEAL) vex NERIFICATIONPURSUANT TO SECTION EZ525ifLORIDASTATUTES : ' ..Under penalties of perjury.:„ deciarethati have read the foregoing anct,, • :that the facts•statedin Itaretrue, to the beetof my knowiedgeand •• Slgnature(s) ofOwner(s)er Ownertsrs Authorized Oficer/DIrecorrtug_aner/Malervlo:signed' above: By sprE OFmlxcotury:F WIT1412814—andOrellWalS:26=7---eal. mOWSW7WsoftaLAwd 123.01-52 PAGE 3 11/07 STATE OF FLORIDA ' -DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLARASSEE FL 32399-0783 CARLOS A RTC UNLIMITED INC 7554 S:14:-2.13'TH MIAMI FL 33173 'Congratulations! With thi0 license you beosme one of the needy one million Floridlanslicensed by the Department of Businelts and Professional Regdation.. t Our prisfessionals and businesses range from aphhltects to yacht brokers, from boxers to barbeque restaurants, endthey keep Florida's economy strong. 'Every day *rework to Improve the way we do business in order to serve you better.; For information about our 4ervices, please log onto warwArnifterldallesnaccom. There youtan find more information about our divisions anc the regulations that Impact you, substribe to department newsletters and learn more about the Depattment's Our mission at the Department is: License Efficiently, Regulate Paliiy. We constantly stilvo to some you better so that you can serve your CUStOrilerS. Thank you for doing business in Florida, and congratulations on your new license] (850) 487-1395 .... ........... Po 1 DETACH HERE 0/03/2011 17 :10 FAX 3O05E$7O$d The First 1OR •cam .s.. • CERTIFICATE OF LIABILITY INSURANCE PROMME R Piet, it;surm OR Croup IOW SW40 St &Rami. FL 33163 PhtMp (305)2,21-7870 Fax '0$$4.7090 INSURED ETC... UNUMITEO INC. 7554SW113Ct Mimmt. FL 33173- 1305 covERAGea JO 2 +tom, QS/1512011 TN 19 CERTIFICATE IS ISSUED AS A MATTER OP MFORMATION ONLY AND CONFERS 140 MOM (MN THO CERTIF1CATO (HOLDER, THIS CE111FICATE cuss NOT ANEW, EXTEND OR .Jr�. (3 $�' TN8 POLIO EA 43SI:Gr+v f INJURES AFFORDING YERAQE 1 MC aY tN €� AMER CAM AFETY INS COMP INL Lawn C. �- Tole POLIbee IN sv$uww s LLfrEb PAVE Bf3EiN 1S9U1O t —1't iNiuRED NAM ABOVE WRY 1 t PULFCY InER1015— . NOIWITHaTANIDING ANY RPIRWREMENT. TERM► OR OONOtTioN OF ANY COMPACT OR OTHER 00 uMRN -YWTH IIEIIPECT 7C WHICH Mt* CSRTiFiCAT a%AY Be Iwo 0R l Nary PERTAIN. The IMIARAM B AFFORDED BY TR POLICIES QESCAISEp NEREfN 1B SOOJECT ro Au. Toe TER1bM, OCLUSIQ$S AND CLrNf irtOiaS OF 3UCN ;InsR: Aim, p9i.jays.00siet.3TE rIMT Wi ►Y nave 88tH REDUCED 8- Y PAID CLAIMS, — ' TXPS OF 4NSUR NC ut/M®ER 1.0001804_ alit AAL UASlt.ITY 1 Rj CQMMI:Rr,IAt. oaNeRAL t yaglu3Y 15OAUI 84820 VI 'iL 1 CLANS MADE ;T OCCIst t I -3 1 ! ilyvi.. acaRc,4T5 La►mT pA Pert jr...: P6kiCY I LI ° _ 1_,_ i i 1 AUTOMOSILE LIABRary '(2 A#Y AUTO f! .I A�'ED AUTOS f ULED Aunts MfiEEQkL3TOS ! L. NON own) AUTOS L° ;17 dill.. r , GARAGE LASILITY . ID ANY Auto 1 Exc6sS t OMEIRE,LL4 LiA/NUTT —, L7 jJ ccCUR CLAtI VE. 1 � 1 1�..' r DI,/CT18Lb I 1' eMPI,oYERB` 4IAWUTY ANY PRoPfuEroRIPARTNER l ERECUTIVE oPpscER ► MEMBER E71C.UDED7 Guroissfy In NN) S PR V131.2 S ttil IEw elms �...�. I DEISCRIFT1014 OP cip£RA ! L RTeotio t ViNN:LEB ! EXc uisONS Apps SY soloortsenteSIT 15P5 GENERAL CONTRACTOR LIABILITY. Ts lam EACH OCIR CL1 RLI E 1,000.000 „ -_ . m � Y WRiVT�H 1# 11/0712010 W0702011 •1 A[Ep UP /Any one Per 5 0001 ABpSOP,aI, Q ADv RNURY 4 1 tiQO.QQpi CENERALAGGREGATE 1,000,0O0' PROsuUTO : C0MPIOF A G , 000 .0901 COMM SINGLES war --! eO.Y !N.RiRY (Pet PO +i BODILY anpJuRY (Par aa:taer0) PitOPENTY DAMAGE AUTO ONLT - 6A AC0l0 pij7 OTIiEft TI AN ,.ACC AUTO ON ,r EAch OCCURRENCE AGGREQATE CERTIFICATE 41451.0E/4 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, FL 33133 0Al1CL'L.LATION 8,L, NACcIDE.NT L.t, outs . EA EMPLOYEE y£J.. • POLICY umfr • • SHOULD ANY or TFIH. A64� +VEI PB S8D PQLIp1E$ @f: c.ANCEu6p oRREE Te G *PIRATi0N DAZE YNE12EOF, THE ISSUING 1054MsR ICA • 3Q oars MITTEN NV11€ TO THE ce TFlE LLK 7, our PyeklLURE ro co SO 0%A14 OF &N,Y KIND IRON Tema IN Lffi6: A ITS AG MS AUTNORt Ellis*' &.i+r ACS 5 ts„ P -'- ----�-� _..�_.._.. Li eNDRAVGR •I•o NAIL ! HOWER NAMEO 70 710,40R UABtrrrr ARYLS. CEP 86 - *0Om a -' Q0 T . Y n r The ACORO Tome and s 1r:'° . !@9CO Q. � t �..,. frleNtesofACORD 11 DO NOT FORWARD ETC UNLIMITED INC 7 CAR Si�A OTERO PRES MIAMI FL 33173 htniae �fa� t! ►1 NI hit 401 It fif ! 1! l i SEE OTHER SIDE s A • 911 -06-15 17:47 Erc .JEFF ATWATER CHIRP FINANCIAL OFFIcER 3052745876 » 305 8830991 STATE OF FLORIDA DEPARTMENT CIF 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- 03 *a1•2Q1t EFFECTIVE DATE: PERSON: FEIN: 03/02/2011 EXPIRATION DATE: 03/01/2013 OTERO CARLOS A 592530048 BUSINESS NAME AND ADDRESS' . E'TC...U01LIMITED INC 7804 SW 113TH CURT MIAMI FL 33173 SCOPES OF BUSINESS OR TRADE; 1- CERTIFIED GENERAL CONTRACTOR P111 IMPORTARTT Pasant re Coeptar 440. 08114), F.t., u *Meet et a eorporaliw who atom merles Item des ehablet by Illtua a eartil1NatI el election ve4er elle se4rtee toey qar tetevet bkoilne er eeapeaalin eetn Ole cbtater. Porooatn la Chspfer 4•6.116612), r5.. C.RMHraee of election to be etude,. apply Daly .ale tats ecepe of at aNeaese tq Iade Ifaeo m reo rle el d.IIIOD i De morel, Punier' ID Motel 440.ne413), C.S.. Ilaticas et Wadies to be enema tad aenthg.ios al deeeko IC be tempt Matt be subject la laverallae 11. >A my rlowe Am the mom ei Ib' tronee 01 dm (esaanu D) Ma reroute. Ioo portoo .Waled eo the Notice of cratplaeie Na Iotrger meets the roquiremeaa of role .echoe lvr iesoeace el a certificate. ?he deperesset aMt1 moue a certn(sela at aey time tar tonere 01 rite mop mated as the certrlteete la creel Ica ragatrsetaeta al mil aest3Do. DWC -252 CERTIFICATE OF ELECTION TO SE EXEMPT REVISED 01 -11 OUESTIONS? 1850 419 -1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTME4T OF FINANCIAL SERVICES DNt,510N OF met COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO SE EXEMPT FROM FLORIDA IDA WORKERS' COMPENSATION LAW EFFECTIVE 03/02/3011 EXPIRATION DATE: 03/01/3013 PERSON: OARLO5 A QTERD Fart n153S048 BUSINESS NAME AND ADDRESS ETC...0 UMITEO IN 7004 SIN MTh COURT MAMI, eL 33173 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED BELIE CQNTRAGTQR IMPORTANT Pursue, to Chapter 440.05114), F.S., a n of 'Isar of a corporation who O olefin ez tion from this chapter by Moo Certificate el election L under this section may not recover benefits et berneeet#etiort under tht5 D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates oI election to be H exempt... apply only within the scope of the business ar trade listed oh E the notice of election to be exempt R E pursuit to chaster 440,06113L F.S.. NoUres of cIet;tietl to bO batatet egad certificates of election to be exempt shall ha subplot to revocation H, 41 any time after the filing of the notice or Dee issuance of the cerTifccaee, iluo person noted en the notice or certifirme no lodger meets the requirements of this section or issuance of a ecru 1icote. The deperttnent shall revolts 4 veniiicata at any time for failure of the moon named on the eortlfieata to meet the requirements of this section. QUESTfoNs? (950) 413 -1605 CUT HERE • Carry bottom portion on the job, keep upper portion for your records. OWC -262 CERTIFICATE OF ELECTION TO BE EXEMPT REVISEC 01 -11 O310.U1201.1 1,7: iu 1r AZ aoasseti$p .4c-cgar CER PROPUC8R First 4rlSurmnct Grow 10887 SW 40 St Miami, FL 231E6 Phone (308)2,21 -787$ IN5tfED E1 C... EINUM11'HD INC. 7564 SW 113 C; Mang, PL 33173- 1 +30$ CoVERAGEB FIE mums co' tN$uRANCII J8TED NAVE BIIEk 1Ss�rtL�?A TFiE' INSURED N.AM 7 ABO'gE 1:4719 THE PCI iC I00 ANY REQUIREMENT, TERM OR CONDITION OF ANY &D. E MAY OH ISSUED Nc i MRY REQUIRE. THE 4 T8 GaN7I1JTC"I OR r im DOCUb96►Ii WITH RESPECT TO v* cN nos C$aTIFICAYfi MAY 8E I8$UE 0R ►$C8AFFOROL'D EY 711E POM 1 OE IBE'D PISFtERJ 1$ SuSiEcT TO AU. THI@ TERMS, EISCLU$IOI$3 ANO CONprnoNs 00 Suer( _T �: + bout's $NOWN MAY >•IA H R6D D Y PAID C akSR> Aap'L! r 'T'YP'E CiPaiStIRANOE 1 POLICY NLAMER r ! GENERAL LIABILITY COMME � I , IL-11, CLANS MADE _• QCGtPR The First, Ins frii002 iIFICATE OF LIABILITY IN$URANCE (D 1 �..r THIS centineve I9 ISSUED AS A MATTER OP INFORMATION ONt.Y MO CONFERS NO R$014 9 UPON The CERTIFICATE ROWER ME CLRTIF cor OGI?$ NOT ALT AMMO, OTEREi!RO R gi 1E larazaa,F rFwan ntE�ICaw 'INSURERS C�1M AfFoRDING COVERAGE � ; AMERICAN SAFETY INS COMP Pa, (3016)654+7090 tNOUIi€A 6• — ' F RC!AL GENERAL L]A8RI1Y ,..� 'ISfiACIi 84820 i ( 74 f GERI AGGREGATE OAT AppuEa PIR: I PO� a FkOJEGT 0 s.c 1 1 uuTTOMIOr ALE L.TAIIILR Y I ANY AUTO I l ALL OWNED AUTOS ut._1 SCHEMED AUTOS . ICS woo taro 1 I -... NON OWJMED Aunos 1 IL-1 ANY ALM 1 EXCES$ ;UMBRELLA LIRE LITY • r . V occuR U cm is woe 1 I NR5RKEAS! O016II $A EMF'LOYENIP LIA8Uj1'Y YMi 1 ANY PROPRIETOR ! a , qq 1 E%ECU'TNE 1 OFFER! BER EXCLUDER.? 1 it+eano rInmil �I I D' 5$c u rTit:tN O OPBRA (GENERAL CONTRACTOR LIAB3i. tf. • 11107/2010 11/07/2011 WAITS EACH OCCIIRRENGE se °et– M D ItXP (Any brnt Alle Grp) PERSONAL & ACV !M,3Q GENERAL AGGREGATE P110s9OT$ .. COMPIOP AGG 1,000.000 _ 1tit7,�ti ..— __SAW 14000 .0001 1 000.0001 meonlemwi COMBINED SINGLE Limn BODILY INN1RY l_e_torgLy *owe (Par sacktfit) PROPERTY GS?DANW ��— At/10 ONLY • EA A0010eNT OTHER YhIAN ,F,�4 , AUTQ ONLY: EACN 0CCURF6NOE AGGIREOATE 'aviavv.aawaw.M.• T A"- t 6,L EACFIAOcD wT E.L. (ABEAM • FA EmPI.0YL°E r LL 01SE.A9E - POLICY LIMB 1 I rOROIoED17iiSs6C�0Y191ONS ����1 0:51 t02. 7 CERTIFICATE HOLDER �-�-- - -- erk CANCELLATION •. weir -.1 'Td •• IVHAM SHORES VILLAGE I SHOut o 4AtQ1(oF 7►t$ ASCrVL� OEeCRIS3E(s ¢DLICtEe e C C1fiLLEty CDR : THE RUILAING DEPARTMENT EXPIRATION OA' THEREOF. YME ISSUING INuIER 10060 NE 2ND AVE _ MIAMI SHORES, FL 33138 ACORN 2$ (2009101) [�P 30 DAYS orm Nome To THE eV ( YG THE 1 !' , BUT FAILURE TD DR so SHALL QF ANY NINt1 UPON THE INEURER, rrs AGSM aj NvaiZEE RE 1TATIIV! LL IBEHLAvolt TO MAIL HOLGER NAMED To iioN OR LUAARSTY TAMES. 01 9862009 -� The ACOPtO name and logo `�� `tk X44, n,esenisd. marks OS AGQIW ( 0 'STATE OF FLORIDA • ' -"DEPARTMENT OF trusnmss AND PROFESSIONAL REGULATION CONSTRUCTION II6USTRY LICENSING BOARD 8.50) 487-1395 1940 ;NORTH • MONROE STREET TALLAHASSEE FL 32399-0783 OTERO CARLOS A ETC 171414NITED INC 7554 S'01; '113TE -CT. MIA= FL 33173 • • `COngtatulationsi With thialloonse ytIkl become one of the no dy,nerntMon Floiftee. licensed bY the Department of Beatifies and Ptofe1oiiat Aftitation. Our prbfisresionals and busktesses range tin atehitects to yacht brokers, from I boxers to barbectue restauNnta • aruithey keap.Fterida'a economy strong. 'Every day we work to imprbve the way we do business in order to serve you better For information about our iiervices, please log a* www.myttoridalleense.com. There you 'can find more irlformation about our divisions and the mutations that r impitot you, subeOribe to department newsletters and learn more about the Depaitment's iavea. Our mission at the Department it License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can SONO .your customers. Thank you for doin,g business in Florida, and congratulation on your new license! DETACH HERE DO ROT FORWARD ETC URLIMITEO.INCC CARLOS A OTERO PRES 7554 SW 113 CT MIAMI FL 33173 liflt:=11ifll 1,156iji ,l I i 1 7i1 1j11.14,4A110 4 *n- �.•�s;? �( C «f {,,,,n•,. tr a z, ,. Nb ! J f 1 ti SEE OTHER SWQg