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WS-10-367Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 A2r1 inspection Number: INSP - 137415 Inspection Date: October 19, 2010 Inspector: Bruhn, Norman Permit Number: WS -3 -10 -367 Owner: PAZ, EMMANUEL Job Address: 1291 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: F &F CONSTRUCTION SERVICES INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (239)565 -3103 Parcel Number 1132050200050 Phone: (954)454 -1948 Building Department Comments NEW WINDOWS Passed,, Inspector Comments 6 :6 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until October 19, 2010 For Inspections please call: (305)762 -4949 Page 1 of 1 tivl to \Alta/ Miami Shores Village Building Department V, 7? 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) p Owner's Address Permit No. L I 0 ••- IC;7 Master Permit No. } (- O — 1 211 Phone # City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) f � I WE' y (0 L_ City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's Ad ress City ✓ 2 �C State, Zip 3 00 ?------ Qualifier Name L"�1. e l S 1 =__-_ Phone # State Certificate or Registration No. C V C"°--TO Certificate of Competency No. LC 01" Phone # (a r "'S02J ( 4727 Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Of (14° C/ C Value of Work For this Permit Type of Work: Describe Work: Addition ❑AI ion ❑ Repair/Replace ❑ Demolition ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CD • W CO /CC Notary $ Training/Education Fee $ Technology Fee $ " W Scanning $ (i) •W Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ Zoning $ Double Fee $ Total Fee Now Due $ '00 See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip AIM Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) Contractor The foregoing instrument was acknowledged before me this day of «(.uI(Y, 20 to , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Ct. LAURA FARLEY MY COMMISSION # DD 646761 - riio+? :. . EXPIRES: March 16, 2011 °J i9: 8' ded Thru Budget Notary Services V � ✓K My Commission Expires: Plans Examiner Engineer Zoning Permit No: 10 -367 Job Name: April 15, 2010 Miami Shores Viiiage Building Department Building Critique Sheet 1) Provide overhead door product approval. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 10 -367 Job Name: March 11, 2010 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Detail submitted for multiple SH units does not match approved plans. Exterior walls must be of masonry or concrete products. 2) Provide overhead product approval. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 ci5(1N TA) \de\ vntjk T 4 c e MIAM>•DADE COUNTY BUILDING CODE OMPLIANCE 0 PRODUCT CONTR LIBVISJONT NOTICE OF atiotAWEAStom ALL FEDERAL STATE AND C(UN.Y HU .C7 LAT1 NS rEtiatdows 10653 NE Quaybridge Ct. Miami, FL 33138 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 xp tion date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) ole1AH: (in 4.eas other than Miami Dade County) reserve the right to have this product or material t fo quality assince purposes. If this product or material fails to perform in the accepted manner, the ufacturer will-. the expense of such testing and the AHJ may immediately revoke, modify, or su pend he 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 -ails 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. (: D1 SCRIPTIONI Series X00 Outswing L.M.I. APPROVAL DOCUMENT: Drawing No. W08 -08, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 01/23/08, with revision A dated 02/18/09, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, 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. SSI I I ACfi`� 1.04 : hi. can -mall Missile hapactResistant ib 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" or the Product Control Seal, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 0204.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY, FLORIDA° ° ° ° METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Eov/bnildingcode 3 Y :.b MA 11'( (NOA No. 09 -0226.017 Expiration de: Apr�'fi i3; 20131 Approval Date: April 15, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -08, Sheets 1 through 5 of 5, titled "S -5000 Alum. Outswing Casement Wdw. (L.M.I.) ", dated 01/23/08, with revision A dated 02/18/09, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. "Submitted under NOA # 08-0204.05" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 02/17 /09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 2. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al Farooq Corporation, dated 1/15/08, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 08- 0204.05" 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 & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated February 19, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated January 15, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL- 5336, issued by Fenestration Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of acceptance No. 08- 0204.05, issued to ES Windows LLC, approved on 04/03/08 and expiring on 04/03/13. E -1 os M. TJ rera, P.E. Product Control Examiner NOA No. 09- 0226.01 Expiration Date: April 3, 2013 Approval Date: April 15, 2009 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.Bov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the ,Board o f Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allo wing Jurisdiction (AHJ). This NOA shall not the `e piration date stated below. The Miami -Dade County Product Control Division (In de un ) d/or the AHJ (in areas other than Miami Dade County) reserve the right to have this p r teri ed for quality assurance purposes. If this product or material fails to perform in c r S 41 ={ , r� ufacturer will incur the expense of such testing and the AHJ may immediately u ; o .z , 1 I en the use of such product or material within their jurisdiction. BORA reserves th } tta': o � � ' c tance, if it is determined by Miami -Dade County Product Control Division tha , eimat al 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. : ESCRIPTION: Series 1000 /1050 Almnunun Single Hung 'Wm`d w- L _M.LJ APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series- 1000 /1050 Alum. Single Hung Wdw. (L.M.I) ", sheets 1 through 8 of 8, prepared by Al -Farooq Corporation, dated 07/31/03 with revision "G" dated 07/15/09, signed and sealed by Arshad Viqar, 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. MISS 1 E I ' G: ]serge mud- Smatt Missile--Impact -I is aft 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 NOA # 08- 0527.12 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. O1n.09 -10 5� Expiration Date: November 06;2013 Approval Date: December 30, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -56, titled "Series- 1000 /1050 Alum. Single Hung Wdw. (L.M.I)" Sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 07/31/03 with revision "G" , dated 07/15/09, signed and sealed by Arshad Viqar, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 1050 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5815, dated 02/13/09, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation ,diagram of series 1000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5337, dated 01/25/08, signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA #07-0928.14) 3. Test reports on: 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1953, dated 04/25/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1448, dated 04 /22/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) E -1 Manse Perez, Product Control E : ; 1 . r er NOA No. 09- 1008.05 iration Date: November 06, 2013 Approval Date: December 30, 2009 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3820 dated 06/09/03, signed and sealed by Joseph Chan, P.E (Submitted under previous NOA #03- 0910.03) 6. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3806 dated 06/09/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 07/27/09, signed and sealed by Arshad Viqar, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 31, 2009 signed and sealed by Arshad Vigar, P.E. G. OTHERS 1. Notice of Acceptance No. 08- 0527.12, issued to ES Windows LLC for their Series 1000 Aluminum Single Hung Window — L.M.I., approved on 07 /10 /08eicpiring on 11/06/13. i iq Mantle Perez, Product Control E NOA No. 09- ; : .05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 E -2 COUNTY' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) rIr ows, 653`N:E".- Quaybridge Court Miami, Fl. 33138 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375-2902 FAX (305) 372 -6339 www.miamidade.Eov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation- bmitted has been reviewed by Miami-Dade County Product Control Division and accepted by _Bo t:d ofRules,,, d Appeals Y � ppeals (BORA) to be used in Miami-Dade County and other areas where allowe b the tbity Haling Jurisdiction (AHJ). This NOA shall not be expiration date stated below. The Miami -Dade County Product Control Division (In Mi -D u ty d/or the AHJ (in areas other than Miami-Dade County) reserve the right to ha e u rl tested for quality assurance purposes. If this product or material fails to perfo a t •.. the manufacturer will incur the expense of such testing and the AHJ may immedi t ly r v fy or suspend the use of such product or material within their jurisdiction. BORA reserves iiiiiightjo rev '� 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. SCRIPTI N , S e r i e s _ ` 3 D 1 } Q ' ' $'0" Outswing.ajluminum Frenhl o h s w/ wo Sidelites APPROVAL DOCUMENT: Drawing No. W04 -51, titled "Series -3000 Alum Outswing French Doors (LMI) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 06/10/04 and last revised on 08/14/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Vigar, 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. iGITSS E INIPAC -R* 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. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 07- 0828.09 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 4,64§W- 4-(41;01 A No 09- 08254 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 Page 1 E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -51, titled "Series -3000 Alum Outswing French Doors (LMI) ", sheets 1 through 7 of 7, prepared by Al— Farooq Corporation, dated 06/10/04 and last revised on 08/14/09, prepared by Al— Farooq Corporation, signed and sealed by Arshad Viqar, 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 ahiminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5164, dated 08/01/07, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0828.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.'s FTL -3947 and FTL -3955, and dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04-0712.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al Farooq Corporation, dated 08/14/09, signed and sealed by Arshad Viqar, 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. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. � e Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 E -1 E. S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. 3. TREMCO Part No. TR 14271E EPDM exterior glazing gasket complying with ASTM C864 Option II exceptions, ASTM D412 1600 PSI, D395B 22 HRS 158 °F. E. STATEMENTS 1. Statement letter of conformance and no financial interest, dated December 30, 1997, signed and sealed by Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report No. FTL -5164, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 0828.09) 3. Proposal No. 06 -0411 issued by BCCO, dated February 06, 2006 and July 31, 2007, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 07 -0828.09) 4. Laboratory compliance letter for Test Report No.'s FTL -3947 and FTL -3955, issued by Fenestration Testing Laboratory, Inc., dated March 22, 2004, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04-0712.02) G. OTHERS 1. Notice of Acceptance No. 07- 0828.09, issued to E. S. Windows, LLC for their Series "3000 Aluminum Outswing French Doors w / wo Sidelites ", approved on 10/25/07 and expiring on 09/16/09. Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-0825.04 Expiration Date: September 16, 2014 Approval Date: September 16, 2009 E -2 TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y W000 BUCK e s A 1) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS \SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 28Y . l BUCK D STRUCTURE w WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONE INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1114 SMS OR SELF GRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. Engr: DR. HUMAYOUN FAR000 STRUCTURES RA PE # 16557 CAN. 3548 FEB 1 9 2009 141/4 WVIABYINW 111•014110111 will Is Aida IthildinCetis ' -0 0/ �' i 9`/ bM' i 1— 5000 ALUM OUTSWING CASEME FAX. (305) 249 -0842 V7 c Q a 0 a c 0 y o 4 l i 0 lV O 0 1 O )l) Ijt . drawing na. W08 -08 j (sheet 2 of 5 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING _ 1BY / MOOD BUCKS / TYPICAL ANCHORS SEE ELEV. a FOR SPACING SINGLE VENT WINDOWS MIAMI —DADE COUNTY APPR.D MULUON SEE SEPARATE NOA TYPICAL ANCHORS rSEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACNG TYPICAL ANCHORS SEE ELEV. FOR SPACING DUAL VENT WINDOWS Engel DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3938 , 1111r FEB 1 9 2009 O 2 ul 4t r co iIp c) 171 OG J Iry • Q u. Ot o v Oa. 4 A ca • N��� O 4t W3� IL aW 0 W co I ZJ a 0 0 ) FAX. (305) 249 -0842 a C tn o c 0 N 1 m 0 8 N 0 o dote: 01 -23 -08 C scale: 1/2° • 1° i drawing no. W08-08) (sheet 3 of 5 1.218 3.030 02© I°— 2.125 .062 .691 FRAME 2.061 2.530 000 VENT 2.125 4.811 3.873 1.186 IMPOST —i 1.030 1 1.844 .125 x.188 IMPOST STIFFENER .803 F.147 .062 - .837 r"- GLAZING BEAD ITEM PART QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER/REMARKS 1 ES5001 -5 1 FRAME HEAD 6063 -T6 - 2 ES5001 -6 1 FRAME SILL 6063 -76 - 3 ES5001 -3 1/ VENT FRAME JAMB -HINGE SIDE 6063 -T6 - 4 E55001 -4 1/ VENT JAMB -LATCH SIDE 6063 -T6 - 5 ES5002 -1 1/ VENT _FRAME VENT TOP RAIL 6063 -T6 - 6 ES5002 -2 1/ VENT VENT BOTTOM RAIL 6063 -T6 - 7 ES5002 -3 1/ VENT VENT SIDE RAIL -HINGE SIDE 6063 -T6 - 8 ES5002 -4 1/ VENT VENT SIDE RAIL -LATCH SIDE 6063 -T6 - 9 E55004 -1 2/ VENT SNUBBERS. 2 -1/2" LONG (AT 11 -1/2" & 52" FROM BOTTOM) 6063 -T6 - 10 E51008 -4 AS READ. GLAZING BEAD 6063 -T6 - 11 ES1010 AS READ. GLAZING WEDGE SOFT PVC - 12 - AS READ. FRAME & VENT ASSEMBLY SCREWS - #10 X 1 -1/2" PH SMS 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - #8 X 1/2" PH SMS 14 E55008 AS READ. OUTER WEATHERSTRIPPING NEOPRENE - 15 E550058 AS READ. INNER WEATHERSTRIPPING NEOPRENE - 16 PJS40 -SS AS READ. CORNER LOCK - SULUVAN & ASSOCIATES 17 30155 2/ VENT 4 BAR HINGES -HEAVY DUTY - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - #10 X 1/2" PH SMS 18A - 4/ HINGE HINGE MOUNTING SCREWS AT VENT - 110 X 1/2" PH SMS 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT 8 -1/2° FROM ENDS) - TRUTH HARDWARE 20 - 4/ OPER. OPERATOR MOUNTING SCREWS - #10 -24 X 3/8" PH 5145 21 30175 1/ OPER. 13 -3/4" LONG TRACK ST. STEEL TRUTH HARDWARE 22 - 2/ TRACK TRACK MOUNTING SCREWS - #10 X 3/8° PH SS SMS 23 - 1/ VENT LOCKING HANDLE - SULUVAN & ASSOC. 24 - 2/ VENT LOCKING CAM (AT 11 -1/2" & 50 -1/2" FROM BoTTOM) - SULUCAN & ASSOC. 25 - 2/ LOCK LOCK MOUNTING SCREWS - #6 -32 x 1/2 PH MS 26 ES5013 1/VENT LOCK HANDLE /CAM CONNECTOR - 1/4" x 1/2" ALUM. BAR 27 ES5011 2/ BAR CONNECTOR SCREWS - CUSTOM 28 CS- 200K -SS 2/ VENT KEEPERS (AT 12" & 51° FROM BOTTOM) ST STEEL SULLIVAN & ASSOC. 29 - 2/ KEEPER KEEPER MOUNTING SCREWS - #10 X 3/8" PH SMS 30 - OPTIONAL 5/16" BOX SCREEN - - 31 E55014 -1 - DRIFT RESTRAIN CLAMP. 6" LONG 6083 -T6 AT MIDSPAN OF VENT 32 - 3/ CLAMP CLAMP MOUNTING SCREWS - #10 X 1/2" PH SMS 33 ES5009 2/ VENT ANTI SAG SKATE, 2" LONG NYLON /CELCON M&M PLASTICS 34 - 2/ SKATE SKATE MOUNTING SCREWS - #6 x 1/2" PHSMS 35 - 2/ ASSY. TANDEM LATCH SPACER - - 36 E55003 -1 1 IMPOST 6063 -T6 37 ES5010 AS ROD. IMPOST STIFFENER 6063 -T6 Engr. DR. I4UMAYUUN FAROOQ STRUCTURES FLA. PE # 18557 CAM. 3538 FEB 1 9 2009 IIIPASACt MEMO lasib • `li MeJ z 0I- � 2 rc o o W CL CC 0 o f v3 0►Owc4 o o. < o ; ▪ 0 Q 3� W 1 ZN Q ▪ W14 CO CO 0 5. g 10 N w w 8 cis c O c 0 4 0 "O N N i mft } g U) °v ON Q r r) M a 3z''-� N N LAI 0 .0 m 0 O 0 O c L • O s a Ij rdrawing no. W08 -08 (sheet 4 of 5 FRAME CORNER z o i- a2 0. a i 0 CI ✓ o OtOg >'" oaao o IS y�� • 0 5011 4 W rl 3 1 8 0 0 8 laJ 8 1 A W IMPOST CORNER dote: 0i -23 -08 VENT CORNER drawing no. W08 -08 sheet 5 of 5 j RNO EXCEPTIONS TAKEN fl REJECTED NOTE COMMENTS fj RE- SUBMIT REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS Markings or comments shall not be construed as relieving the C"'•NTRFCT;R from compliance with the project plans and spe;i- ficati-n.=, nor depa•tu :es therefrom. The CONTRACTOR remains resp.rribie fm details an' accuracy, for c n"i ming and correla:ina ail nantiiies, lob con: tia and dimensi:ns, for se'ectina fab i- ca n p'o es, f r to es of assembly and constru tin and It\ for erform o s urk e manner. 13y Date! ID S na ure 2 1/8" ANN. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" ANN. GLASS SILICONE DOW CORNING 795 0 Et- 1- ICJ z co 7 GLASS TYPE 'A' 1/8" HEAT STREN'D. GLASS .090° INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 0 Id x to w GLASS TYPE 'B' 5/32" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8" HEAT STREN'D. GLASS m N SILICONE DOW CORNING 795 0 W GLASS TYPE 'D' 5/8" MIN. TYP. 1/8" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'C' 5/32" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 GLAZING OPTIONS GLASS TYPE 'E' FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 10" MAX. HEAD /SILL :NLJ _ 11 77 II 1 1 ', I I ® II II II II _ _ — C Q I 1 I1 L, I I I ', I 11 n n it / n 11 � II n II 1 1 1 1 1 47 1/8" D.L. OPG. 49 15/16" m VENT WIDTH 53 1/8" WINDOW WIDTH TYPICAL ELEVATION SERIES 1000 (STD. SILL) 6" MAX. HEAD /SILL CORNERS 4 0 J 0 10° MAX. HEAD /SILL 1 1 6° MAX. HEAD /SILL CORNERS t SERIES - 1000/1050 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Oi-" S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 47 1/8" D.L OPG. 49 15/16" 53 1 /8" WINDOW WIDTH TYPICAL ELEVATION SERIES 1000 (HI —RISE SILL) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. ARSIi4D °WAR CNIL FLA. PE # 38863 G.A.N. 3538 SAP 0 1 2009 rt DUC MIND ap seatittyittg with the F4oatd! lltddIr Code Aliarepganne N® Lkplrtldua Date m 0 I: La Qa tx Q o CC O1 1' • 0 el aFWM Oaao • Q et W LL N! - cN Q lZUei� FAX. (306) 262 -6978 j COMP - ANL \WO3 -56ES j FAX. (305) 624 -7777 t c O 0 Iq o 5i o 0 a 0 0 N 0 m G r 0 N x 1 u °z O LATCH OPTION 0 I e7 I 0 0 0 0 ai m 0 70 0 0 0 at N 0 0 Sri 0 0 0 W drawing no. W03-56 (sheet 1 of 8 1 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF (HI -RISE SILL) WINDOW DIMS. STANDARD TOP RAIL HEAVY DUTY TOP RAIL GLASS TYPE 'A' GLASS TYPES '8', 'C', D' & 'E' GLASS TYPES 'H', 'C', D' & 'E' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) 1NT.( -) 19-1/8" 26-1/2' 37" 42" 49" 53-1/8" 26" (3) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 T3 -1 /8 " 26 -1 /2 58" (5) 70,0 80.0 80.0 90.0 _a•80 0 4 * 90.0 ' 70.0 ~80.0 80.0 90.0 80.0 90 0_ 37" 42" 49° 53-1/8" (4) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8° 26 -1/2 " t 37" 80.0 70.0 80.0 80.0 90.0 80.0 90.0 - /00. 800 80.0 90.0 80.0 90.0 j;'S0 -5/8 - 70.0 80.0 -: 80.0 90.0 80.0 90.0 42" 49" 53 -1 /8" (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 26-1/2" 37" 42" 49" 53-1/8° 58° (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 26-1/2" 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 37" 42" - 49" 53-1/8" 63" (6) 70.0 80.0 ' ' 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19-1/8" 26-1/2" 37" 42° 49' 53-1/8" 68° (6) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 1s-- 1 /8" 26-1/2° 37" 42" 49" 53-1/8' 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 74-1/4' 70.0 80.0 80.0 90.0 80.0 90.0 (7) 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 - - - - 80.0 90.0 19-1/8" 26 -1/2" 37" 42" 49" - - - - 80.0 90.0 - - - - 80.0 90.0 80" - - - - 80.0 90.0 (7) - - - - 80.0 90.0 - - - - 80.0 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL. STD. TOP RAID S -1000 STD. TOP RAID S -1050 w HEAVY DUTY TOP RAIL S -1000 HEAVY DUTY TOP RAIL S -1050 UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF (HI -RISE SILL) WINDOW DIMS. STANDARD TOP RAIL HEAVY DUTY TOP RAIL GLASS TYPE 'A' GLASS TYPES '0', 'C', D' & 'E' GLASS TYPES '8', 'C', 0' & 'E' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 19-1/8" 26 -1/2° 37° 42" 49° 53-1/8" 50 -5/8" (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 74.0 80.0 90.0 80.0 90.0 19-1/8" 26 -1/2° 37° 42° 49° 58" (5) 70.0 , 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19-1/8" 26 -1/2" 37° 42" 63° (6) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19 -1/8° 26-1/2° 37" 68" (6) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19-1/8" 26 -1/2" 74-1/4" (7) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Engr. ARSHAO VIOAR CIVIL FLA. PE 38863 C.A.N. 3538 SEP ( 1 Z009 Z Q2 g cc a O1- d. 0 (14 a 12 0 IL 4 G o ct O t l uau. LL Zm� _ wM a 6 V s W (305) 624 -7777 N c 0 N C 0 a N L 0 0 a s 0 O_ W W 5 0 0 x 0 s m 0 0 .•7 0 0 0 0 ri 0 0 Yi O 0 "1 n O 0 sc 0 ;f 0 0 O 0. 0 A 0 drawing no. W03 -56 (sheet 2 of 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING II a „„ n J 11 1/ rII tl A 0 w J N N a rn TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 2 TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY li 14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE rc = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHOLES: wi = 1-1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END W2 = 1 -5/16" NOTCH AT EACH END SERIES -1000 VENT WITH SPRING LOADED LATCHES Env:: ARSHAI3 VIQAR CIVIL FLA. PE # 3&983 C.A.N. 3538 SEP 0 1 2009 PIIODUCT ftla:.Vp$ED as wisp yimg wit&.8lca MAIMgCm1; Asespemor No Emma Date i OF ro� 2 Z T 42 OW Ig V �t too cri C ri °o OtLQO d otatiE N• J O m Q • a 1t z LL �= 0 cn ,w i2 c 3 0 C-1 3 w C 0 C 0 n 0 .c2 13 i 0z 2 0 0y g W 0 a a N .0 O a .5 w c 0 a 0 0 0 0 0 0 ai 0 0 o. vi 0 0 W 4 0 1 1 0 0 a_ ,'O, 'r. drawing no. W03 -56 (sheet 3 of 8 dote: 07 -31 -03 , WINDOW HEIGHT EXTERIOR D D.L. OPG. 1/4" MAX. SHIM 2 1/2" STD. SILL LIMIT EXT.( +) LOAD TO 70 PSF D.L. OPG. VENT HEIGHT -- SCREEN OPTIONAL 1/4" MAX. SHIM (g jo j pays) 3 fOf-, 5. %o cn O D.L. OPG. VENT HEIGHT 3 1/8" HI —RISE SILL LIMIT EXT.(+) LOAD TO 80 PSF scale: 1 /2" dr. by HAMID ehk. by (revisions: ) 'no dote by description C 08.03.05 REV. PER BCCO COMMENTS D 11.10.05 CHART REV. E 03.03.08 NO CHANGE THIS SHEET F 04.23.08 GENERAL REVISION G 07.15.09 LATCH OPT ON ADDED 00 00 so SERIES - 1000 /1050 ALUM SINGLE HUNG WOW. (L.M.I.) E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 624 -7775 FAX. (305) 624 -7777 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 FAX. (305) 262 -6978 a f C COMP— ANL \W03- 56ESW) sheet 5 of 8) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM MIAMI —DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH VENT WIDTH ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ES1001 -1 1 FRAME HEAD 6063 —T6 - Z E31002 -1 1 FRAME S1LL (STD.) 6063 —T6 - 2A ES1101 1 FRAME SILL (HI —RISE) 6063 —T6 - 3 ES1003 2 FRAME ,IAMB 6063 —T6 — 4 ES1005 -1 1 FIXED MTG. RAIL (FOR SPRING LATCH) 6063 —T6 — 4A ES 1051 1 FIXED MTG. RAIL (FOR SWEEP LATCH) 6063 —T6 — 5 ES1004 -1 1 STD. VENT TOP RAIL (FOR SPRING LATCH) 6063 —T6 — 5A E52004 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCH) 6063 —T6 — 58 E51052 1 STD. VENT TOP RAIL (FOR SWEEP LATCH) 6063 —T6 — 5C ES1053 1 HEAVY DUTY VENT TOP RAIL (FOR SWEEP LATCH) 6063 —T6 — 6 E51006 -1 1 VENT BOTTOM RAIL 6063 —T6 - 7 E51007 -1 2 VENT SIDE RAIL 6063 —T5 - 8 ES1008 -1 AS ROD. GLAZING BEAD 6063 —T6 — 9 ES1009 -1 2/VENT SPRING LOADED VENT LATCH 6063 —T5 AT 6" FROM ENDS 9A — 2/VENT SWEEP LATCH ZAMAK AT 11" FROM ENDS 98 #8 X 1" 2/ LATCH LATCH INSTALLATION SCREWS — FH SMS 10 ES1012 1 /LATCH LATCH SPRING ST. STEEL — 11 ES1010 AS REOD. GLAZING WEDGE SOFT PVC — 12 #8 X 1" 20 FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 13 ES1011 2/VENT SASH CAM CELCON — 14 43620 -187 AS REOD. PILE W'STRIPPING WITH PLASTIC FIN — AMESBURY OR EQUIV. 15 43628 -187 AS REQD. PILE W'STRIPPING WITH PLASTIC FIN — AMESBURY OR EQUIV. 16 — 2/ VENT BLOCK & TACKLE BALANCE SERIES 120 BY BSI 17 — 2/ VENT SPIRAL BALANCE — — 18 ES1013 -1 2 SASH STOP — — 19 ES1505 — FLUSH FRAME ADAPTER 6063 —T5 OPTIONAL 20 — 1 5/16" BOX SCREEN — OPTIONAL 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 11 llllll I 1 1 2BY OOD BUCK OR YO W D STRUCTURE D.L. OPG. WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM SERIES -1000 SERIES -1050 METAL STRUCTURE Engn ARSHAD VIQAR CIVIL FLA. PE # 38863 C.A.N. 3538 SEP 0 1 2009 tr:AM UC kE 1$ Mk) so complying sally 1Me ithrida Cex12 Aosiefotaom P40 Opts si 01 1/1, /./."r/�i V 8 COMP- ANL \W03 -56ES ( FAX. (305) 624 -7777 C c 0 a .0 Q) co U °a ANCHOR EMBED REV. LATCH OPTION ADDED c O O -0 0 O 0 0 0 0 0 CO 0 161 0 0 V 0 w w a 0 0 drawing no. W03 -56 TYPICAL ANCHORS SEE ELMS. FOR SPACING ALT. 0 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS A 4 4 I 0 ALT. 4 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr. ARSHAD VIQAR CIVIL FLA. PE # 38863 C.A.N. 3538 SEP 0 1 2009 f6ODUC 1.RYVaSED as com plying witb 61`16 MoY i& Cog 0 cc 0 a. cc 0 0 CC J CO Of • Iy W 0 g N O. 9 0 ti aQa 8 More 0 w u. Zf CP CO cc 51 z co I—s co C 0 0 FAX. (305) 624 -7777 G a 0 0I m N 14 U 0 2 NO CHANGE THIS SHEET O LATCH OPTION ADDED m O 0 0 O 0 ID O O 0 co 0 0 O 0 0 0 W W 0 0 0 drawing no. W03 -56 (sheet 6 of 8 ■ 1.130 1.130 COMP— ANL \W03- 56ESW) .969 2.330 .062 - .809 - g0 1.344 .062 2.063 1.344 2.063 2.190 .062 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX. (305) 262 -6978 770 .813 5� -4- 719 .813 .930 TOP -1050 .813 2.268 19 FLUSH FRAME ADAPTER 2.392 0 FRAME HEAD -° STD. O SERIES .930 L. VENT TOP RAIL -1000 b STD. VENT 58 SERIES RAIL 1.122 2.186- - ----.-j .813 1.630 .930 - 1.630 - 1.130 930 1 1.250 [nUILI 2.063 1.250 153 - .080 2.063 1.421 1.400 2.330 1.242 .062 1.230 .078 t �I 062 0 VENT 760 LATCH `SERIES - 1000 /1050 ALUM SINGLE HUNG WOW. (L.M.I.) E.S. WINDOWS. LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 624 -7775 FAX. (305) 624 -7777 L-1.344 -.-1 0 FRAME JAMB II -- .4.562 I- H.D. VENT TOP RAIL 0 SERIES -1000 I 45621°- H.D. VENT TOP RAIL 5C SERIES -1050 .543 t t -1 r- .328 I° -•147 II .062 - .992 1 .992 1 .8b03 y 11 -°I 0 GLAZING .837 L BEAD L.250 GLAZING WEDGE .062 1.250 7 1.675 2.113 .062 1.250 2.181 994 .868 F.949 �{ I-q .7151 - 1 MEETING O 1.212 - RAIL SERIES -1000 O 1.212 MEETING RAIL SERIES -1050 i .813 1.250 887 .062 .930 i c0ooq o.. 5 e C o • G NO CHANGE THIS SHEET W N U °z FRAME ADAPTER ADDED GENERAL REVISION IATCH OPTION ADDED 07 VENT 1.434 SIDE .813 --_• RAIL -- 2.188 .062 489 06 VENT 1.149 - BOTTOM RAIL 2.457 .062 1 - 'O q O ^ O O ; N O 2.457 .062 2.502 o , 0 ,,, (scale: 1/2° - I" 1.335 3.127 Engr: ARSHAO MAP CIVIL FlA PE a 38863 C.A.N. 3538 CEP 0 1 2009 P14Y3rIJC'r IRIEVISED as covpitying With the M Cede Date IV k i'0Jr Ali wii/, .. „_' i;i .710 1.679 2.331 .874 .874 L.--- 1.679 drawing no. W03 -56 2.331 0 FRAME SILL (STD.) 0 FRAME SILL (HI -RISE) (sheet 7 of $ VENT CORNER DETAIL FRAME CORNERS DETAII. Engr. ARSHAD VIQAR P.A. CIVIL PE 1 38883 C.A.r, 3538 SEP 0 1 2009 PRODUCT REVISED D as coming with the Florida No IftwfavotIgs Date Z 1 it Cd d 0 a: 0 �yt] M V I C4 Q IL gi E a W LL z J o co a31 FAX. (305) 262-6978 0 (305) 624 -7777 c 0 CP m 0 a s 0 O w 0 O O 0 8 N 0 O UI n O 0 C U G w W 0 ii O 0 • drawing no. W03 -56 (sheet 8 of 8 1 NO EXCEPTIONS TAKEN Ft u.ei tu NOTE COMMENTS RE-SUBM1T REVIEW IS FOR GENERAL CONFORMANCE - WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS Ma-11'n"s v comments shall not be construed as relieving the cwr 'R firm compliance with the voie■rit Dane ant SPeCi- lic;V■ • evr- the•oi—m T CINTF:;.CT911 remains • - c—rle !IR r II 1 i,,i'.., OTI:i 1 D.* tO ADDL. ANCHORS READ. INTO OR THRU W000 BUCK INSTALLATIONS ONLY 6" MAX. TYP. HEAD /SILL CORNERS 144" 34 5/8" HEAD & SILL A 30 1/4" D.L. OPG. 34 1/4" FRAME WIDTH 68 3/4" i/ \ FRAME HEAD & SILL 12" MAX. II / II I /!I I / PANEL WIDTH 26 1/16° D.L. OPG. 34 11/16" LEAF WIDTH SERIES -3000 ALUM OUTSWING FRENCH DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. t THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. / 2 5r / 11 34 5/8" FR. HEAD & SILL II II II II ( OXXO ) 12" MAX. 30 1/4° D.L. OPG. 34 1/4" PANEL WIDTH ADDL. ANCHORS READ. INTO OR THRU W000 BUCK INSTALLATIONS ONLY SURFACE APPLIED FALSE MUNTINS MAY BE USED TYP. AT JAMBS JAMB CORNERS 04 6" MAX. TYP. HEAD /SILL CORNERS RAME HEIGHT LEAF HEIGHT 0 44 0 W it TYPICAL ELEVATIONS TESTED UNITS 71 3/4" FRAME WIDTH 68 3/4" FRAME HEAD & SILL 12" - MAX. ° / - \ " / 11 / II / - u-- I / II \ '' \ II _ \ -II u - -- 11 \ II n \ / \ - - -- i. //ty ' A/ A vi / 11 II / u . / 1AI/ tY ' 3 / 11 \ 11 II II il 11 / / II 7 iI / II -11- = -- 11 \ }-- -- 11- -- -- \ II \i II\ (L = II \i z ? • g 26 1/16" D.L. OPG. I 12° MAX. NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. Engr: ARSHAO 'AGAR CIVIL FLA. PE # 38863 C.A.N. 3538 AUG 1 4 zoD PRODUCT RENEWED with the Florida as complying auiidiug Coda Acceptance No Expiratio Dat BY Miauu Division r. Product Ca» OUTSWING FRENCH DOOR 2 8 W N N n r. 3D Cr a M J J W C V p; � I_J Z��o 3 z u- o • () N I W,n c 0 c 0 G ai REV. PER BCCO COMMENTS 0 N 0 .0 o v ._. #S 0 1 0 i 0 0 0 8 0 N 8 C. 0 u Y *. • 0 2 .0 8 0 drawing no. W04-51 (sheet 1 of 7 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITHOUT SIDELITES GLASS TYPE 'A', 'B', 'C' OR 'D' MAX- IMt;lM-OES1Gfl LEAD RATING = ± 70.0 PSF (FOR SIZES SHOWN BELOW OR SMALLER) FRAME WIDTH ( X ) FRAME WIDTH c DAYLITE OPG. NOMINAL HEIGHT FRAME HEIGHT I STANDARD BOTTOM RAIL HI- PROFILE BOTTOM RAIL 20 -1/16" 79 -3/4" 77 -1/4° 69 -1/16° 65 -5/16° 76/8 8/07 / \ 85 -1/16" 81 -5/16" 71 -3/4° / 26 -1/16" 80.0 \ 70.0 \ 70.0 80.0 / / 70.0 \ 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 HEIGHTS: DAYLITE OPG. NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT STANDARD BOTTOM RAIL HI- PROFILE BOTTOM RAIL 20 -1/16" 79 -3/4" 77 -1/4° 69 -1/16° 65 -5/16° 76/8 8/07 95 -3/4" 93 -1/4" 85 -1/16" 81 -5/16" WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLITE OPG. 2/6 (X) 31 -1/2" 28- 11/16" 20 -1/16" 3/0 (X) 37 -1/2° 34- 11/16" 26 -1/16" 70.0 59 -3/4" 28- 11/16" 20 -1/16 6 0 71 -3/4° 34- 11/16" 26 -1/16" x Q w W LL FRAME WIDTH (0) DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WIDTH INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A', B. 'C' OR 'D' EXT. ( +) INT. ( -) 36 8/0 70.0 80.0 39 7/0 70.0 80.0 42 6/8 70.0 80.0 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITH SIDELITES SIDELITE WIDTH INCHES FRAME HEIGHT FT. /IN. GLASS TYPE 'A', 'B', 'C' OR 'D' UNREINFORCED MULLION REINFORCED MULLION EXT. ( +) INT. ( -) / / / © /ice; ,/„ \ \ \ 4' \ EXT. ( +) INT. ( -) 24 27 30 33 36 39 42 6/8 a 70.0 80.0 70.0 80.0 70.0 80.0 1 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 nn 30 33 36 39 /0 70.0 80.0 70.0 80.0 70.0 ` '" 80.0 1 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 18 21 24 27 30 - [ 70.0 78.9 70.0 80.0 70.0 74.8 70.0 80.0 70.0 71.1 70.0 80.0 /0 67.9 67.9 70.0 80.0 51 -. : 6.0 / 70.0 80.0 33 36 62.4 62.4 70.0 78.9 60.1 60.1 70.0 76.0 NOTE: FOR DOORS WITH SIDELITES USE SIDELITE RATING TO QUALIFY DOOR & SIDELITES. SIDELITE WIDTH DOOR WIDTH OVERALL UNIT WIDTH (OUW) 4J Z a LL SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. UNREINFORCED MULLION REINFORCED MULLION (OX) OVERALL UNIT WIDTH (OUW) SIDELITE WIDTH = OUW - DOOR WIDTH XXO ) mini 1 \ / \\ 1 / / / / © /ice; ,/„ \ \ \ 4' \ \ \ \ ii; \ '// / / / \ - OVERALL UNIT WIDTH (OUW) SIDELITE WIDTH = OUW - DOOR WIDTH XXO ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E 1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr: ARSHAD VICAR CIVIL FLA. PE # 38863 C.A.N. 3538 AUG 1 4 2009 PRODUCT RENT WED IS complying with the Florida Btuidin8 Coda Acceptance No O •n d3 �±757x11. Miami . ; ,e Product Con Division c (305) 624 -7777 c o0i REV. PER BCCO COMMENTS S 0 0 UPDATED FOR 2007 FBC 0 0 0 0 0 8 O • c a O 0 N n 0 0 a CO 0 0 • c a a O_ 1 a A A drawing no. W04 -511 sheet 2 of 7 < 1 / © / / / © /ice; ,/„ \ \ \ 4' \ \ \ \ ii; \ '// / / / \ - a //0 \ \, I 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E 1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr: ARSHAD VICAR CIVIL FLA. PE # 38863 C.A.N. 3538 AUG 1 4 2009 PRODUCT RENT WED IS complying with the Florida Btuidin8 Coda Acceptance No O •n d3 �±757x11. Miami . ; ,e Product Con Division c (305) 624 -7777 c o0i REV. PER BCCO COMMENTS S 0 0 UPDATED FOR 2007 FBC 0 0 0 0 0 8 O • c a O 0 N n 0 0 a CO 0 0 • c a a O_ 1 a A A drawing no. W04 -511 sheet 2 of 7 < 1 © / / / © /ice; ,/„ \ \ \ 4' \ \ \ \ ii; \ '// / / / \ ice; /,/ / •5; /�� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E 1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr: ARSHAD VICAR CIVIL FLA. PE # 38863 C.A.N. 3538 AUG 1 4 2009 PRODUCT RENT WED IS complying with the Florida Btuidin8 Coda Acceptance No O •n d3 �±757x11. Miami . ; ,e Product Con Division c (305) 624 -7777 c o0i REV. PER BCCO COMMENTS S 0 0 UPDATED FOR 2007 FBC 0 0 0 0 0 8 O • c a O 0 N n 0 0 a CO 0 0 • c a a O_ 1 a A A drawing no. W04 -511 sheet 2 of 7 ( sheet 3 of 7 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 4 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TRIM ►- x LJ LJ L. METAL STRUCTURE L. 9 d A O e "TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/16" X 1 -1/2" WEEP SLOT 1 /SILL AT SIDEUTES STATIONARY UNITS /4 3/16" X 1-1/2" - WEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X DOORS e e O TYPICAL ANCHORS SEE ELEV. FOR SPACING OPERABLE UNITS SHIM SPACE HI- PROFILE BOTTOM RAIL APPLICABLE TO STATIONARY AND OPERABLE UNITS Engr: ARSHAO VICAR CIVIL FLA. PE # 38863 C.A.N. 3538 AUG 14 2009 PRODUCT RENEWED as E lying with the Florida BuiLliult Co ; 3 Ac=plailcc No 41' a• -115 1 16 By Miami' ade Product Con Division team a o ,0 o g N Cg O 2. w o d g Mo u. o3 a • 0 co o a< 8 o cariEs 0 a a 12 la 5T. u Za - (g J 0Mi . 45120 4. U, w 1 0 a. 2 0 0 .J FAX. (305) 624 -7777 C O U m to v UPDATED .0R 2004 FBC REV. PER BCCO COMMENTS 4 NO CHANGE THIS SHEET .O C O m O O O 0 G — - m O N 0 n O N a O a 0 m U dote: 06 -10 -04 .v. a u ( drawing no. W04 -51 z 2 Co TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/16" H.S. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16" H.S. GLASS 28Y WOOD :•CK OR W000 - RUCTURE 3/16" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 3/16" H.S. GLASS TYPICAL ANCHORS SEE ELEV. FOR SPACING SIUCONE DOW CORNING 795 m u GLASS TYPE 'A' SILICONE DOW CORNING 795 2 SHIM SPACE 1/8" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8" H.S. GLASS MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING SILICONE DOW CORNING 795 GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS 1/8" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 5/32" H.S. GLASS SIUCONE DOW CORNING 795 GLASS TYPE 'D' WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, ULTRACON BY 'ELCO' (Fv =177 KSI, Fy =155 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREW (GRADE 2 cRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. ARSHAO VIOAR CM_ FLA. PE # 38863 C.A.N. 3538 AUG 1 4 2009 PRODUCT RENEWED 89 coolplyin3 with the Florida Building Code Acceptarcc No By oe„ Division Product Contra Zel¢ co tND co l60 C7 5. 8 I COMP- ANL \W04 -51 ES CC SERIES -3000 ALUM OUTS UPDATED FOR 2004 FBC REV. PER BCCO COMMENTS UPDATED FOR 2007 FBC .0 (• O 0 8 h 0 n 0 0 e 0 a m u 0 b n A L o� drawing no. W04-51 sheet 4 of 7 1/4" MAX. SHIM #10 X 3/4" SMS 6" FROM ENDS & 14" 0.C. MAX. OREINFORCED MULLION SEE CHART ON SHT. 2 INTERIOR EXPOSED FLUSH BOLTS AT 10" FROM EACH END (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) CONCEALED FLUSH BOLTS AT 10" FROM EACH END ACTIVE LEAF IN— ACTIVE LEAF I II Vii; L r " ®m • D.L. OPG. . SIDELITE PANEL WIDTH D.L. OPG. ®UNREINFORCED MULUON SEE CHART ON SHT. 2 LEAF WIDTH FRAME WIDTH EXTERIOR OPTIONAL TRIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING .96° x 2° X .96" X 1/8° FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) 1/4" MAX. SHIM SPAT ( OXXO ) TYPICAL ANCHORS SEE ELEV. FOR SPACING MULLION REINFORCING CHANNEL .96" X 2" X .96" X 1/8" FULL LENGTH (STEEL TO BE PAINTED OR PLATED) OL REINFORCED MULUON SEE CHART ON SHT. 2 a (X -0) METAL STRUCTURE 1BY WOOD BUCK FRAME WIDTH EXTERIOR (x) PRODUCT REI��EWED gm complying with the Florida Building Code Acce, tortes NoO' psi D..� �SPJ!'!'1• AUG 1 4 2009 By Miami Division drawing no. W04 -51 sheet 5 of 7 (sheet 6 of 7 ) Ft 1.500 2.250 2.016 - ® ® FRAME HEAD /JAMB .105 361 r- .225 L1 WEDGE GASKET (SCALE 1:1) r- 1.608 .388 I I H. -1.500 �I 15 WEATHERSTRIP ADAPTER 3.350 .078 ' II f or .395 i� -- 2.674 SHEAR PLATE 4.000 r_ 1.750 .078 .913 -�i Fes-- 590 0 TOP /BOTTOM RAIL 3.500 1.000 .8JI000 .045 .852 13 JAMB TRIM (OPTIONAL) 4.000 FRAME SILL 1.112 r- .250 1.531 PANEL CLAMP 1.145 j°- .osa� � I� -5 .927 F� 14 SILL COVER SIDE LITE STILE 2.125 0.375 .688 + 0.312 + .688 4 2.125 17 3 PIECE HINGE ITEM l;E PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ES3001 -1 1 FRAME HEAD 6063 -T6 - 2 ES3001 -2 2 DOOR FRAME JAMB 6063 -T6 - 3 ES3002 -1 1 DOOR FRAME SILL 6063 -T5 - 4 ES3003 -1 AS READ. SIDEUTE ADAPTER 6063 -T6 - 5 ES3004 AS READ. SHEAR PLATE @ ANCHOR LOCATIONS 6063 -76 3" LONG 6- ES3005 -1 2/ LEAF TOP AND BOTTOM RAIL 6063 -T5 - 6A ES3024 2/ LEAF HI- PROFILE BOTTOM RAIL 6063 -75 - 7 ES3006 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063 -75 - 8 ES3007 -1 1/ LEAF DOOR LEAF - LOCK SIDE 6063 -T6 - g ES3007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063 -T6 - 1 0 ES3008 -1 AS REQD. SIDEUTE STILE 6063 -T5 - 11 FB- 1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULUVAN & ASSOCIATES 12 F8- 1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULUVAN & ASSOCIATES 13 ES3011 AS READ. JAMB TRIM 6063 -T5 OPTIONAL 14 E53012 1 SILL COVER 6063 -T6 - 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -T5 - 16 ES3014 -1 4/ PANEL PANEL CLAMP 6063 -T6 - 17 ES3003 -3 3/ OPER. LEAF HINGE ASSEMBLY 6063 -T6 - 19 - - DOOR LOCK (SAVANNAH 201SL) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 W22321NG AS READ. FIN -SEAL PILE W'STRIPPING - ULTRAFAB 22 ES3020 AS READ. BULB WEATHERSTRIPPING VINYL AT SIDEUTE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1 -1/4"X 1 /8 °X4 -1 /4" LONG 24 - AS REOD. HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 7 -7/8" LONG 25 - 2/ LEAF 3/8" DIA. THREADED ROD W/ NUTS STEEL - 26 - AS REOD. FRAME ASSY. SCREWS - #10 PAN HEAD SMS 27 - AS READ. MULUON REINFORCING CHANNEL A36 STEEL - 28 ES4014 AS READ. BOTTOM RAIL GLASS STOP NEOPRENE - 29 ES4019 AS READ. PANEL SIUCONE STOP NEOPRENE - 30 - AS REQO. 3/8" DIA. X 1/8" HT. BUMPER SILICONE FRANK LOWE RUBBER CO. 31 ES4O13 AS READ. WEDGE GASKET - - 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063 -T5 - 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - #10 X 1° FH SMS 34 0 /LON AS READ. DOOR PANEL WSTRIPPING - SCHLEGEL 4.000 1.750 1 C .590 L .094 HINGE STILE .913 L ® ® LOCK STILE /KEEPER STILE .125 MULLION O 27 REINF. CHANNEL 3.350 ® SIDELITE ADAPTER .590 1 � f .913 .078 7.250 7.750 O HI- PROFILE BOTTOM RAIL Engr: ARSHAD VIQAR CIVIL FLA. PE # 38863 C.A.N. 3938 AUG 1 4 2009 PRODUCT RENEWED es complying with the Florida Building Code Acceptance No Exp =an $risen Dade Division •,■ u ,.f OW Control J Z n Oa P 2 0 N CC oil' Ft 2 W 0 v02 vA 0 0r`- it N 12. C " W �_ IS lie Wye oo J0M al tWVI t SERIES -3000 ALUM OUTSWING FRENCH 000R (LM.I.) ) /1 iti c 0 NO CHANGE THIS SHEET REV. PER BCCO COMMENTS 0 W rz 0 O z c� z N 0 0 0 0 0 OI a 0 c 0 0 dote: 06 -10 -04 0 a c drawing no.1 W04-51 j Z 0z ‘4 `i. a. CC 0 O w it G pt 0o M 0 Lao 8 0 NEE Q u3LL a u. zH .50(04 j Q uZi gk' W N d' al 0 U c FRAME TOP CORNER (305) 624 -7777 8 DOOR LEAF CORNER c FRAME BOTTOM CORNER PRODUCT RENEWED as complying with the Florida Building Code • Accepts= No E r .lion r. - 117. AUG 1 4 Z009 C2 W04-51 I drawing no. (sheet 7 of 7 NO EXCEPTIONS TAKEN D REJECTED NOTE COMMENTS ®RE-SUBMIT REV.EW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT DOCUMENTS M ?•kings or comments shall not be construed as relieving the C'Nire' CPA from compliance with the project plans and speci- firati_n n-r depa•tures theefrom. The CONTRACTOR remains f;r details ani ac ; :u aoy, for confirming and correlating ^aa,rtit!es, ;:b c ^n i ions znd drmensicns, for selecting fabri- ci..((i -�• er. f ter ,n!,,. OF a.�• 7f 'ambly and constru tion and form; k i4/�ate manner. .,nature Da tEr �,er` to