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WS-11-1414
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 162839 Permit Number: WS -8 -11 -1414 Scheduled Inspection Date: September 08, 2011 Inspector: Bruhn, Norman Owner: KENNEDY, BENNETT Job Address: 117 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: DS DEVELOPMENT CORP Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060133010 Phone: (305)222 -2251 Building Department Comments REPLACE 10 WINDOWS AND 1 DOOR Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 07, 2011 For Inspections please call: (305)762 -4949 Page 21 of 47 [g (� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type ROOFING usn ?I G 0 2011 vi Permit No.k) S 1 1 111 Master Permit No. OWNER: Name (Fee Simple Titleholder): r n Phonek�" Address: 1 \ o E cal €1-1 City: o I' "m -^-., i � -,e,°� 3 State: Tenant/Lessee Name: Email: _ 1-t .1? 4 • JOB ADDRESS: "—I NJ ! - City: Miami Shores County:1 '►' Miami Dade Folio/Parcel #: 11 -O +11 CA *NW** it*AP., *444, !AV frAP toull* d .,r.,; .. _ ' "✓R1.�.+ :fir.,..: ,_•5r Zip: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: - S `Q- 00YN-ItY1 coav Phone#: Address: fl Z \ S 12 1 i✓ City: vvi ∎ 1"a'0A / State: KZ Zip: 1 Qualifier Name: T) S� L . 2. Phone#: C ClgZ' State Certification or Registration #: ) \ Certificate of Competency #: Contact Phone#: L 4> L&? 1 -12)01 Ce, Email Address. �-� oa EZ ®" Sw 0 L-1-59 “.41-1 • fE i DESIGNER: Architect/Engineer: - i- • oRs2 Phonef "). 1 Value of Work for this Permit: $ F 161 o Square/Linear Foo 9ge of Work: 7) 2-1-it epair/Replace °Demolition ._ ��. `qtr t Type of Work: °Addition °Alteration °New Description of Work: ® 4- `i & Nit) °tD ******** ****** **s* ***** * * * * * * * * * * * * * * * ** Fees************* ****** * * * ***** *** * ********* * * ** Submittal Fee $ Permit Fee $ &W e) e) Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 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 fe ' will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this'? The foregoing instrument was acknowledged before me this - day of J 1 n, 20 y l , by day of )1 , 20 by'J who is personally known to me or who has produced who is personally known to me or who has produced As identification and wh NOTARY PUBLI Sign: Print: 14' oc,A-Zt✓ My Commission Expires: Sign: ' ■ _c"A, "- Print: �" i :(_ ✓1 Eli My Commission Expires: s * *** * ***** ********* *ess * *** * ** **** ********* *****rt* * ** ********* ********** *** ** *** * *e« * **** ** *ee * ***** *** Plans Examiner Zoning APPROVED BY Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15109) Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. i 4R-1L,- 04v.9TAX FOLIO NOi7' lo-17e2y -ta:x %D STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of 1111111111111111111111111111111111111 11111111 CFN 201 1 80532192 OR tai's 27787 Ps 0218; (1P9 ) RECORDED 08/10f2011 11:22:26 HARVEY RUVIUv CLERK OF COURT MIAMI —DADE COUNTYv FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property street/address: 1°"1 tJ E ° f.1 ram �v'D r , 311 M w-rY+ � �j.rty 1 .2D, 127 —nO LOT- r") ! 1� 2. Description of improvement: T-153:)1 1yT104-, 0 r.- bL r a s ‘ 4*-.� t.' r 3. Owner(s) name and address: r-►Er 1 r-+�"� >� t ) - 1, W► �►a`� 3 Interest in property: ®w V Z_ 17 �+� T Name and address of fee simple titleholder: 4. Contractor's name, add ss and phone number:7>S L-rv'� ' COe_T7 5. 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 Uenor'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 date b 1 year iron the date of recording unless a different date Is specifed) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713:13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of •' r. -, s) fir,: j : ' Pr nt Name a .BFA/Nfr% Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing nn aclatowledY g before me this:-0 day of 1 ZO '11 By wag, _ f individually, or ❑ as for WI Personally known, or d produced the following type of Identificati Offic er/Director/Partner/Mana• Prepared Print Name '.r�67-- Title/Office 1.3stort `ven7 Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTIO 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. razed Officer/Director/Partner/Manager who STATE OF FLORIDA, COUNIY Y OF DADE i HEREBY CER11FYfhat this is a true copyofthe original filed in this office on day of BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 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.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2009 Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. CS09 -01, titled "Series 2009 Out - Swinging Aluminum Casement Window - Impact Resistant Glass ", sheets 1 through 6 of 6, dated 12/03/08, with last revision dated 03/19/10, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami - Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if thee b r� i n or change in the materials, use, and/or manufacture of the product or process. Mis dorsement of any product, for sales, advertising or any other purposes shall automatic '� to at ,his Failure to comply with any section of this NOA shall be cause for termination and ADVERTISEMENT: The NOA number preceded by the words Miami - by the expiration date may be displayed in advertising literature. If an it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the r turer its distributors and shall be available for inspection at the job site at the ding l ° cial. This NOA revises NOA # 08- 1224.10 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. d0 owed played, then MIAMI•DADE COUNTY APPROVED NOA No. 10- 0407.01 Expiration Date: June 17, 2014 Approval Date: May 19, 2010 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. CS09 -01, titled "Series 2009 Out - Swinging Aluminum Casement Window — Impact Resistant Glass ", sheets 1 through 6 of 6, dated 12/03/09, with last revision dated 03/19/10, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS "Submitted under NOA # 08- 1224.10" 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an outswing aluminum casement window, glazed with 5/16" overall HS laminated glass, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -5560, dated 09/04/08, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS "Submitted under NOA # 08- 1224.10" 1. Anchor verification calculations, structural and comparative analysis, complying with FBC -2004, prepared by Francisco Hernandez Structural, P.E. Engineering, dated 12/08/08 and 05/07/09, signed and sealed by Francisco Hernandez, 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 DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS "Submitted under NOA # 08- 1224.10" 1. Statement letter of conformance, dated December 8, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated December 8, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5560, issued by Fenestration Testing Laboratory, Inc., dated May 12, 2009, signed and sealed by Michael Wenzel, P.E. 4. Statement letter of 2007 FBC conformance, dated 03/19/10, si Francisco Hernandez, P.E. E -1 and sealed by ��� 04 2i%io Carlos . Utrera, P.E. Product Control Examiner NOA No. 10-0407.01 Expiration Date: June 17, 2014 Approval Date: May 19, 2010 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 SCOPE: MIAMI -DADE COUNTY, FLORIDA ME 11tO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 8000 Aluminum Window Wall System — L. M. I. APPROVAL DOCUMENT: Drawing No. W08 -90, titled "Series 8000 Alum. Window Wall System (L.M,I.) ", sheets 1 through 12 of 12, dated 11/11/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 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 s A.L , and followed by the expiration date may be displayed in advertising literature' !� �} { ,;' io "4• f OA 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 distributors and shall be available for inspection at the job site at the request of This NOA consists of this page 1 and evidence page E-1, as well as approval The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09 -0413.10 Expiration Date: April 3, 2013 Approval Date: August 5, 2009 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No WO8-90, titled "Series 8000 Alum. Window Wall System (L.M.I.) ", sheets 1 through 12 of 12, dated 11/11/08, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS (TRANSFERRED FROM FILE NO. 08-1114.16) 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 • along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5447, dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. C. CALCULATIONS (TRANSFERRED FROM FILE NO. 08-1114.16) 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and FBC 2007, prepared by A1— Farooq Corporation, dated 09/02/08, signed and sealed by Humayoun Farooq, 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. 07- 1116.04 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 01/03/08, expiring on 01/14/12. 2. 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 (TRANSFERRED FROM FILE NO. 08-1114.16) 1. Statement letter of conformance, dated September 02, 2008, signed and sealed by • Humayoun Farooq, P. E. 2. Statement letter of no financial interest, dated September 02, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5447, issued by Fenestration Testing Laboratory, Inc., dated December 19, 2007, signed and sealed by Michael R. Wenzel, P.E. 4. Private Labeling Agreement document in conformance to BCCO guidelines dated 04/09/09 signed by Jose Nunez. G. OTHERS 1. None. E -1 Manue , P.E. • Product Con of Ex i er NOA No. - 0413.10 Expiration Date: April 3, 2013 Approval Date: August 5, 2009 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 SCOPE: MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 "h Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www,mlamIdado e,a v,build1na 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 Section 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 Section (In Miami —Dade County) and /or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4302" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. PW08 -01, titled "Series 4302 Aluminum Fixed Window Impact Resistant ", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 01/24/11, prepared by Sunshine Windows Manufacturing, Inc., signed and sealed by Francisco Hernandez, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there in the materials, use, and /or manufacture of the product or process. Misuse of any product, for sales, advertising or any other purposes shall automatica to comply with any section of this NOA shall be cause for termination and r ADVERTISEMENT: The NOA number preceded by the words Mia followed by the expiration date may be displayed in advertising literatu displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user b distributors and shall be available for inspection at the job site at the request o ✓ the wilding Official. This NOA revises NOA No. 08- 0902.10 and consists of this page 1, 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. n change rsement Failure 6. t It NOA No. 10- 1221.01 Expiration Date: September 11, 2013 Approval Date: February 24, 2011 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No PW08 -01, titled "Series 4302 Aluminum Fixed Window Impact Resistant ", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 01/24/11, prepared by Sunshine Windows Manufacturing, Inc., signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. 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 along with marked -up drawings and installation diagram of aluminum arch, eyebrow and rectangular fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3388, dated August 14, 2002, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA 1V° 03- 0314.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Sunshine Windows Manufacturing, Inc., dated 12/17/10, signed, sealed and dated 01/26/11 by Franco Hernandez, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to,Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of compliance with the FBC 2007, dated February 02, 2011, signed and sealed by Franco Hernandez, P. E. 2. Statement letter of conformance, dated February 02, 2011, signed and sealed by Franco Hernandez, P. E. Jaime D. Gaston, P. E. Product Control Section Supervisor NOA No. 10-1221.01 Expiration Date: September 11, 2013 Approval Date: February 24, 2011 E -1 Sunshine Windows Manufacturingt Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Statement letter of no financial interest, dated February 02, 2011, signed and sealed by Franco Hernandez, P. E. 4. Laboratory compliance letter for Test Report No. FTL- -3388, issued by Fenestration Testing Laboratory, Inc., dated September 5, 2002, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA N°. 03- 0314.07) G. OTHERS 1. Notice of Acceptance No. 08- 0902.10, issued to Sunshine Windows Manufacturing, Inc. for their Series "4302 AIuminum Fixed Window — L.M.I. ", approved on 10/23/08 and expiring on 09/11/13. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 10-1221.01 Expiration Date: September 11, 2013 Approval Date: February 24, 2011 E -2 MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W 33`d Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com and regulations governing the use of construction ma -n. s. e.oci I - if:i.s I :T. ri. . - -- . .• -I.1 I -:.1. .�u . • .:.- Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No.SW -01 -07 titled "Aluminum Tube Mullion," sheets 1 through 7 of 7, dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the i ct. TERMINATION of this NOA will occur after the expiration date fi h n sion or change in the materials, use, and/or manufacture of the product or process.. ?r thi OA an endorsement of any product, for sales, advertising or any other purposes shall auto nat • NOA. Failure to comply with any section of this NOA shall be cause for terrain ADVERTISEMENT: The NOA number preceded by the • w , Florida, and followed by the expiration date may be displayed in advertisin t.' •o ..' 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 # 01- 1226.14 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 06- 0214.02 Expiration Date: January 25, 2012 Approval Date: February 22, 2007 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SW- 01 -07, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullion ", dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 'III G I • " - 11 1 . TAS 201 -94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. Along with marked -up drawings and installation diagram of Aluminum Single Hung Windows Mulled Together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FM-2680, dated 06 /29/00, signed and sealed by Aldo P. Gonzalez, P.E. (Submitted Under NOA 01- 1226.14) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 09/30/05 and revised on 01/15/07, signed and sealed by Francisco Hernandez, P.E. 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 02/29/00 signed and sealed by Francisco Hernandez, P.E. (Submitted Under NOA 01-1226.14) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated January 15, 2007, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no fmancial interest, dated January 15, 2007, signed and sealed Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 01- 1226.14, issued to Sunshine Windows Manufacturing, Inc. for their Aluminum Tube Mullion, approved on 01/31/02 and expiring on 01/25/07. E -1 Manuel ' erez, Product Control NOA No 06-0 Expiration Date: January 25, 2012 Approval Date: February 22, 2007 P.E. 'on 4.02 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33'd Place Hialeah, Florida 33012 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.Gov /buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "2001" 8'0" Outswing Aluminum French Door - L.M.I. APPROVAL DOCUMENT: Drawing No. FD08 -1, titled "Series 2001 Aluminum French Door Impact Resistant ", sheets 1 through 4 of 4, prepared by the manufacturer, dated 04/02/08 with the latest revision, dated 10/28/10, signed and sealed by Francisco Hernandez, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has be;i�; i hange in the materials, use, and/or manufacture of the product or process. Misuse of a ment of any product, for sales, advertising or any other purposes shall automaticall rmi "fie NO Failure to comply with any section of this NOA shall be cause for termination and re ADVERTISEMENT: The NOA number preceded by the words Miami - '• a ou F and followed by the expiration date may be displayed in advertising literature. n ;;t1 �L! ,; A is displayed, then it shall be done in its entirety. 4k lY f1 INSPECTION: A copy of this entire NOA shall be provided to the user by 9< 1. r its distributors and shall be available for inspection at the job site at the request o ing •fficial. This NOA revises NOA No. 08-0417.05 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMIOADE COUNTY APPROVED NOA No. 10-0322.11 Expiration Date: May O8, 2013 Approval Date: December 16, 2010 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No FD08 -1, titled "Series 2001 Aluminum French Door Impact Resistant ", sheets 1 through 4 of 4, prepared by the manufacturer, dated 04/02/08 with the latest revision, dated 10/28/10, signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of an aluminum swinging glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3399, dated August 16, 2002, signed and sealed by Late Gilbert Diamond, P. E., reviewed, signed and sealed by Joseph 0. Chan, P. E. (Submitted under previous NOA No.02- 1104.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, dated 03/31/08, prepared, signed and sealed by Francisco Hernandez, P. E. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2007, dated March 12, 2010, signed and sealed by Francisco Hernandez, P. E. 2. Laboratory compliance letter for Test Report No. FTL -3399, issued by Fenestration Testing Laboratory, Inc., dated August 16, 2002, reviewed, signed and sealed by Joseph 0. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) G. OTHERS 2. Notice of Acceptance No. 08- 0417.05, issued to Sunshine Windows Manufacturing, Inc., Inc. for their Series "2001 Aluminum French Door Impact Resistant ", approved on 05/22/08 and expiring on 05/08/13. E -1 Jaime D. Gascon, ' E. Chief, Product Control Division NOA No. 10-0322.11 Expiration Date: May 08, 2013 Approval Date: December 16, 2010 FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 5" MAX AT HEAD /StLL CORNERS HINGE LOCATION AT HEAD /SILL CORNERS. SEE HINGE LOCATION DETAIL. FALSE MUNTINS MAY BE USED (SURFACE APPUED) OPERATOR LOCATION AT HINGED SILL CORNER. SEE OPERATOR LOCATION DETAIL. 12" MAX AT HEAD /SILL 1) MAX. WINDOW WIDTH = 37" SINGLE VENT CASEMENT WINDOW MAIN FRAME JAMB / HINGE LOCATED FLUSH AGAINST JAMB AT HEAD AND S;LL OF MAIN FRAME MAIN FRAME SILL SERIES 2010 OUT - SWINGING ALUMINUM CASEMENT WINDOW DESIGN PRESSURE CHART - PSF IMPACT RESISTANT GLASS 00 MAIN FRAME JAMB GENERAL NOTES: IMPACT CASEMENT WINDOW. 1,- HINGE LEFT OR HINGE RIGHT CONFIGURATION. 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FTL -5560. 4.- THIS PRODUCT MEETS THE REOUIREMENTS OF THE 2007 FLORIDA :BUILDING CODE 5.- FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. A 3 7/8" HINGE LOCATION DETAIL OPERATOR LOCATED ON INTERIOR WALL OF WINDOW FRAME SILL WINDOW DIMENSION ANCHORS 5/16^ IMPACT GLASS PER PER WIDTH HEIGHT sH SILL EXT. INT. a Sunshine Windows Manufacturing, Inc. '1743 W. 33rd plea. Nolo" Florida 33012 Pte (305)344 -9952 Fox:(305)828 -5118 19 Mr 2 90.00 90.00 28 1/2' 28' 3 3 90.00 90.00 37' 4 90.00 90.00 i9 1/8" 2 90.00 90.00 28 1 /2° 38 3/3 ", 3 4 ! 90.00 90.00 37- 4 90.00 90.00 19 1/8" 2 90.00 90.00 26 1/2" 50 5/e" ' 3 5 90.00 90.00 37 4 90.00 90.00 MAIN FRAME SILL 2 90.00 90.00 3 6 90.00 90.00 4 1 90.00 90.00 3 90.00 .90.00 3 4 90.00 90.00 OPERATOR LOCATION DETAIL 56" 4 90.00 90.00 4 90.00 90.00 3 90.00 90.00 4' 5 38 _ 4 90.00 90.00 74 ". 3 6 38° : " 4 90.00 90.00 90.00 90.00 701 Drown b NM Dote: 12 -03-08 Stoic NTS Rev on:05 -07 -09 Revteron:03 -19 -10 0* -11- 10 FRANCISCO HERNANDEZ FLORIDA PE 51393 DRAWING NO. • CSO9 -O 1 SHEET 1 OF 6 11 / er ii / . 1 / /11 aaaed4=a46,anassmaet / /1 11 It n 11 n=es =_ ajbvoa e s _c =�• 11 11 ta ro 12" MAX 11 MAX. WINDOW WIDTH = 37" SINGLE VENT CASEMENT WINDOW MAIN FRAME JAMB / HINGE LOCATED FLUSH AGAINST JAMB AT HEAD AND S;LL OF MAIN FRAME MAIN FRAME SILL SERIES 2010 OUT - SWINGING ALUMINUM CASEMENT WINDOW DESIGN PRESSURE CHART - PSF IMPACT RESISTANT GLASS 00 MAIN FRAME JAMB GENERAL NOTES: IMPACT CASEMENT WINDOW. 1,- HINGE LEFT OR HINGE RIGHT CONFIGURATION. 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FTL -5560. 4.- THIS PRODUCT MEETS THE REOUIREMENTS OF THE 2007 FLORIDA :BUILDING CODE 5.- FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. A 3 7/8" HINGE LOCATION DETAIL OPERATOR LOCATED ON INTERIOR WALL OF WINDOW FRAME SILL WINDOW DIMENSION ANCHORS 5/16^ IMPACT GLASS PER PER WIDTH HEIGHT sH SILL EXT. INT. a Sunshine Windows Manufacturing, Inc. '1743 W. 33rd plea. Nolo" Florida 33012 Pte (305)344 -9952 Fox:(305)828 -5118 19 Mr 2 90.00 90.00 28 1/2' 28' 3 3 90.00 90.00 37' 4 90.00 90.00 i9 1/8" 2 90.00 90.00 28 1 /2° 38 3/3 ", 3 4 ! 90.00 90.00 37- 4 90.00 90.00 19 1/8" 2 90.00 90.00 26 1/2" 50 5/e" ' 3 5 90.00 90.00 37 4 90.00 90.00 MAIN FRAME SILL 2 90.00 90.00 3 6 90.00 90.00 4 1 90.00 90.00 3 90.00 .90.00 3 4 90.00 90.00 OPERATOR LOCATION DETAIL 56" 4 90.00 90.00 4 90.00 90.00 3 90.00 90.00 4' 5 38 _ 4 90.00 90.00 74 ". 3 6 38° : " 4 90.00 90.00 90.00 90.00 701 Drown b NM Dote: 12 -03-08 Stoic NTS Rev on:05 -07 -09 Revteron:03 -19 -10 0* -11- 10 FRANCISCO HERNANDEZ FLORIDA PE 51393 DRAWING NO. • CSO9 -O 1 SHEET 1 OF 6 HORIZONTAL SECTIONS WINDOW HEIGHT 0 VERTICAL SECTION mom". *EVI es amply ind wialibe Haft Building Code No "/ . of Ezpia*ioet !` x'Yty!? ' 14 hakes Coda o� -I9-10 FRANCISCO HERNANDEZ FLORIDA PE # 51393 VA • Sunshine Windows Monufocturing, Inc. 1745 W. 33rd Ptoc N ctooh, Sorkin 33012 Ph: (305)364-9952 Far:(305)828 -5118 A ci zz CA oCA(7)4 crs 44 o V z V 4 wX 4. Drown , by; N NM ,„ N M Dote: 1 Scale: 1 1 / 2 1" Revisor =05 -07 -09 Revleien:03 -19 -10 DRAWING NO. CS09 -0i SHEET 2 OF 6 MATERIAL LIST ITEM• PART$ QTY DESCRIPTION MATERIAL REMARI4S 1 OC -3430 4 FRAME 6083 -T5 TRUTH HARDWARE 2 OC -3426 1 VENT 6063 -75 TRUTH HARDWARE 3 OC -3427 AS RQD CURVED GLAZING BEAD 6063 -T5 TRUTH HARDWARE 4 OC -3427 A AS RQD RECTANGULAR GLAZING BEAD fi063-T5 1 TRUTH HARDWARE 5 - 1 .057" THICK CORNER KEY STAINLESS STEEL ULTRA HARDWARE 6 - 1 .057' THICK CORNER KEY STAINLESS STEEL TRUTH HARDWARE 7 - 1 .057` THICK CORNER KEY STAINLESS STEEL ULTRAFAB 8 - 1 .057' THICK CORNER KEY STAINLESS STEEL FRANK LOWE 9 - 16 ASSEMBLY SCREWS # 8 X 1" PH SMS A 10 35.1 100 1 EGRESS 4 BAR HINGE STAINLESS STEEL TRUTH HARDWARE 11 30175 1 TRACK STAINLESS STEEL TRUTH HARDWARE MATERIAL LIST ITEM II PARTS QTY DESCRIPTION MATERIAL REMARKS 12 23.01 1 SINGLE ARM OPERATOR STEEL TRUTH HARDWARE 13 24.30 1 MULTI -POINT LOCK ZINC TRUTH HARDWARE 14 11901 -22 1 11E 8AR STEEL TRUTH HARDWARE 15 3164.8 AS RQD KEEPERS STEEL 1 TRUTH HARDWARE 18 03144 AS ROD TIE BAR GUIDE NYLON ULTRA HARDWARE 17 4905 AS RQD GLAZING BEAD BULB VINYL TRUTH HARDWARE 18 E20310KN AS RQD WEATHER STRIP BULB VINYL ULTRAFAB 19 - AS RQD GLAZING TAPE FOAM FRANK LOWE 20 - AS RQD SNUBBERS NYLON A 21 - 4 SHEAR PLATE 6063 -T5 FULL LENGTH 22 SEALANT AS RQD PECORA 895/DOW CORNING 899 SILICONE PRODUCT *EVIVD m complying *Made 'kakis Staling Cloile O-0107.di el —10 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pima Hialeah, Florida 33012 Ph: (305)364 -9952 Fox:(305)828 -5118 Drawn by NM Dom: 12 -03 -08 scat. 1/2" A.. 1" Ravlston:05 —Q7 -08 RsvWon:03 -14.10 DRAWING NO. • CSO9 —01 SHEET 3 OF 6 -l-- 1.518 -..-0 501 0.738 0.738 I 1 2.500 ..34 1..: 1.166 0.520 0.610 2.976 1.814 1.162 1. 32 476 2.871 rI 0.7#9 0.875 . 2.7 o 0 3. • . 0.875 J `\ ` J 0.872 2000 0.070 0.168 1.166 GLAZING BEAD OC -3427 8083 -T5 O L 1.168 GLAZING BEAD OC -3427 6083 -T5 l 4 1 A 0.231 1 __.r 0.250 4 0.725 c $ 1.000 1,870 SHEAR PLATE 6063 -T5 21 0.968 SASH 0C -3428 6063 O FRAME -T5 0.740 2.7.• 0.840 ' 1,300 2.240 FRAME 0C -3430 6063 -T5 0j 3 ... ® CORNER KEYS O PRODUCT *EVIVD m complying *Made 'kakis Staling Cloile O-0107.di el —10 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pima Hialeah, Florida 33012 Ph: (305)364 -9952 Fox:(305)828 -5118 Drawn by NM Dom: 12 -03 -08 scat. 1/2" A.. 1" Ravlston:05 —Q7 -08 RsvWon:03 -14.10 DRAWING NO. • CSO9 —01 SHEET 3 OF 6 2 1 /2" MIN. 2 1 /2" MIN. ft•4. • • a ®, : _ • 1/4" TAPCONS WITH 1 1/4° MIN. EMBEDMENT INTO MASONRY THROUGH 1° BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER SHEET 1 OF 6) a ATTACHMENT TO MASONRY 1° BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD SE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, 1 1/8" 6� 1 1 1/8" METAL STRUCTURAL MEMBER BY OTHERS (SHALL WITHSTAND ANCHOR SHEAR FORCES) MINIMUM THICKNESS = 1/8° 1/4° SMS WITH 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) ATTACHMENT TO WOOD TYPICAL SECTIONS AT HEAD • • • • • 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 4' ATTACHMENT TO METAL STRUCTURE DETAIL 2" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, PRODUCT $EVIS6D es otehelyiss with the Red& 0/ laspishiss �!I ezaazt /7 FRANCISCO HERNANOEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, inc. 1745 W. 33rd Plea Hioieoh, Florida 33012 Ph: (305)384 -9952 Fox:(305)828 -8115 AGi)i� pcan, g • ZE-4 . 4 h.y ova N z own by: N M ra pots: 12 -03 -08 scow: 1 /2° 1° Revision:05-07 —Q9 Revtelon:03 -19 -10 DR4b1ING NO. CSO9 —01 SHEET 40F6 1/4" TAPCONS WITH 1 1/4® MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF :ANCHORS REFER SHEET 1 OF 6) 1" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 1/4" SMS WITH 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 2" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATON, ire FRANCISCO HERNANDEZ FLORIDA PE i 51393 Ily En Sunshine Windows Manufacturing, Inc. 1745 W 33rd Plat. Illoteotb Florida 33012 Ph: (305)384 -9952 Fox:(305)828 -5118 a O N V ��,,, b,.: N M Dote: 12-03— 08 scow: 1 /2" _+ 1 Revi&on :05 —O7 —O9 R.vl.ton:03 -19 -10 DRAWING NO. C509 -01 SHEET 50F5 Sunshine Windows Manufacturing, Inc. ,1746 W. 33rd Noes Hialeah. Florid* 33012 Ph: (303)384 -9952 Fox:(305 )826 -51 t8 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) ATTACHMENT TO METAL STRUCTURE 1/4" TAPCONS WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) ATTACHMENT TO PRECAST SILL 1/4" SMS WITH 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 2 BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, 1/4" TAPCONS WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) Dram, by: NM Dote: 12 -03-08 scow 1/2" — 1" Revison:05 -07 -09 Revision:03 -19 -1 O' D 4" MAX HEAD /SILL CORNERS z 0 2 D.L OPG. SEE SHEET 2 ,� r. �1 I • D.L OPG. SEE SHEET 2 D.L. OPG. '1 fJ SEE SHEET 2 •I 1 SEE SHEETS 3 THRU 5 D.L OPG. 1 t I 1 1 P�11 �-L _f -''I. // ! a 7 a / Q 1 // I 1/ i /, f L / ill x 1 1 1 1 1 1 /1 1 4" MAX. HEAD /SILL CORNERS 1 ANCHORS TYPE A. B, C OR D 2, 3 OR 4 AT EACH JAMB - -' SEE SHEET 6 SERIES 8000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDff1ON 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 UMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. MAX. MULLION SPACING SEE SHEET 3 & 4 ANCHORS TYPE A, B, C OR D I 2, 3 OR 4 AT EACH SIDE OF MULLION - -' SEE SHEET 6 TYPICAL ELEVATION INSTRUCTIONS; USE CHARTS AS FOLLOWS. LL SEE 'SUNSHINE WD L.M.I. DOOR\NOA FOR DOOR RANG & DETAILS. 1 1 \ MULLION ANCHORS SEE SHEETS 6 & 7 STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. STEP 2 STEP 3 STEP 4 STEP 5 CHECK MUWON CAPACITY- FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 THRU 7 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHARTS ON SHEETS 6 & 7 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. D.L. OPG. WIDTH SEE _ CHART 1 SHEET 2 D.L. OPG. WIDTH SEE CHART SHEET 2 0 w z a O 0 N U U.L. VrG. WIDTH SEE CHART °1 I SHEET 2 , i ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED' BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED. LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. PROOUCT' COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. LAMINATED GLASS LLARGE MISSILE IMPACT Engr. DR. HUMAYUUN FAROOQ STRUCTURES FLA. PE # 15557 CCAN. ` 38 MAR 1 8 2009 C N 0 1. 0 n 0 w v 1 0 0 v 0 " o1 ,n m .0 j J.§ O JI8 f drawing n0. I [W-- (sheet O8 1 of 19O 2 Jii 1w O N b -.OK) - AC'ITY - PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' D.L0. WIDTH D.L.0. HEIGHT EXT.(+)/INT.(-) EXL( +) /INT.( -) 28° 32° 36° 40" 44-1/4" 48" 52" 56-1/4" 84 -1/2" 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 28" 32" 36" 40" 44 -1/4" 48" 52" 90 -1/2" 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 28" 32" 36° 40" 44 -1/4" 48" 52" 96 -1/2" 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 127.2 28" 32" 36" 40" 44 -1/4" 48" 102 -1/2" 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 128.9 28" 32" 36" 40" 44 -1/4" 108 -1/2" 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 80.0 130.0 28" 32" 36" 40" 44 -1/4° 80.0 130.0 80.0 130.0 114-1/2" 80.0 130.0 80.0 130.0 80.0 130.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). D.L.O. HEIGHT D.L.O. WIDTH D.L.O. WIDTH i i r 0 -1 i f o x D d. a '!,4/ ALTERNATE BUTTON BUMPER IN LIEU OF VINYL SPACER SILCONE DOW CORNING 982 DOW CORNING 795 3/16" MIN. TYP. 1/4" HEAT STREN'D GLASS .090" INTERLAYER BUTAC[FE PVB BY 'OUPONT' 1/4" HEAT STREN'D GLASS GLAS SILICONE DOW CORNING 795 1/4" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS, BY 'DUPONT' 1/4° HEAT STREN'D GLASS is GLASS TYPE 'B' GLAZING OPTIONS GLASS Engr OR. HUMA.YOUN FAR00Q STRUCTURES FLA. PE # 16557 G.A.N. 3536 MAR 1 8 2009 Appz'arv04 as caasphrhazi Fora to Balding- -mac 04P .1 IQ• CO h N 0 CO 0 w 0 t- w C9 c 0 c 0 U 0) 4) 0 .0 0 0 -c • 0 0 0 a drawing no. W08 -90 (sheet 2 of 12) NOTE: • INTERPOLATION BETWEEN WIDTHS ALLOWED. UNANCHORED JAMB OPTIONS MULL OPTIONS :;0% 'iS:i -Wi WIDTH (W) = W1 AT FRAME JAMB { MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'JI' JAMB 'JI' JAMB 'J2' JAMB 'J3' JAMB 'J3' MULL 'MI' MULL 'M2' MULL 'M3' MULL 'M4, WIDTH (W) .• FRAME HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXI'. ( +) INT. ( -) ` 30° 36" 42" 48° 54" 60" ■ ; 86-1/2" - 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 30" 36" 42 "0, 48" 54" 60" ; y 130.0 I 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 121.7 130.0 130.0 130.0 113.7 130.0 130.0 130.0 30" 36" 42" 48" 54" 60' 96" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 119.9 130.0 130.0 130.0 107.5 130.0 130.0 130.0 98.4 130.0 127.9 130.0 91.5 130.0 118.4 130.0 30" 36" 42" 48" 54" 58" 98-1/2" 130.0 130.0 130.0 130.0 126.4 130.0 130.0 130.0 110.5 130.0 130.0 130.0 99.0 130.0 130.0 130.0 90.5 130.0 120.8 130.0 85.9 130.0 114.4 130.0 30" 36' 42' 48" 54" 56" 130.0 130.0 130.0 130.0 113.4 130.0 130.0 130.0 702" 99.0 130.0 130.0 130.0 88.6 130.0 123.2 130.0 80.7 129.9 111.8 130.0 78.6 126.4 108.7 129.9 30" 36" 42" 48" 53" 112.4 130.0 130.0 130.0 95.0 130.0 130.0 130.0 108" 82.8 130.0 122.5 130.0 73.8 118.8 108.9 130.0 68.1 109.6 100.2 119.7 30" 36" 42" 48° 52" 104.8 130.0 130.0 130.0 88.5 130.0 130.0 130.0 110-1/2" 77.1 123.9 116.8 130.0 68.7 110.5, 103.7 124.0 ' 64.3 103.4 96.9 115.8 30" 36" 42" 48" 50" 95.3 130.0 130.0 130.0 80.4 129.3 126.1 130.0 114" 69.9 112.5 109.4 130.0 62.3 100.1 97.1 116.0 60.1 96.7 93.7 112.0 30" 36" 42" 48" 81.5 130.0 130.0 130.0 120" 68.6 110.4 113.5 130.0 59.6 95.9 98.3 117.5 53.0 85.2 87.1 104.1 NOTE: • INTERPOLATION BETWEEN WIDTHS ALLOWED. UNANCHORED JAMB OPTIONS MULL OPTIONS :;0% 'iS:i -Wi WIDTH (W) = W1 AT FRAME JAMB { 1 0 *IP ;Lis. 1 - W1 W2 WIDTH (W) = WI + W2 AT FRAME MULLION 2 JAMB '.11' JAMB 'J2' JAMB '13' MULLION 'MI' MULLION 'M2' MULLION 'M3' MULLION 'M4' MULLIONS Engrc DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 C.A.N. 538 z O 1- F2 el 2 • 0 O W r 0 t 0 c o < o to 0 4 W3w < 6 z FAX. (306) 262-6978 0 0 M { N 0 .5 m c 0 a 0 a w 0 0 0 c drawing no. W08-90 (sheet 3 of 12 ) MULLION LOAD CAPACITY - PSF MULLIONS WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'J2' JAMB '11' JAMB '11' JAMB '13' MULL 'M1' MULL 'M2' MULL 'M3' WIDTH (W) FRAME HEIGHT JAMB '13' MULL 'M4, UNANCHORED JAMB OPTIONS MULL OPTIONS EXT. ( +) EXT. ( +) EXT. ( +) ITT. ( -) NJT. ( -) ITT. ( -) 30" 36" 42" 48" 54" 60" 78" 30" 36" 42" 48" 54" 60" 86 -1/2" 30" 36" 42" 48" 54" 60" 90" 30" 36" 42° 48" 54" 60" 96" 30" 36" 42" 48" 54" 58" 98 -1/2° 30" 36" 42" 48" 54" 56" 102° EXT. ( +) INT.. ( -) 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 118.1 130.0 130.0 130.0 106.3 130.0 127.2 130.0 130.0 130.0 130.0 130.0 118.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 104.9 130.0 130.0 130.0 94.4 130.0 117.5 130.0 130.0 130.0 130.0 130.0 129.6 130.0 130.0 130.0 111.1 130.0 130.0 130.0 97.2 130.0 129.0 130.0 86.4 130.0 77.8 125.1 114.7 130.0 103.2 123.4 130.0 130.0 102.8 130.0 90.0 130.0 80.0 128.7 74.5 119.8 129.7 130.0 108.1 130.0 ' 92.6 130.0 30" 36" 42" 48" 53" 108" 81.0 130.0 72.0 115.9 69.5 111.7 109.2 130.0 30" 36" 42" 48" 52" 110 -1/2" 91.0 130.0 78.0 125.5 68.3 .109.8 61.8 99.5 102.0 130.0 85.0 130.0 72.8 117.2 83.7 102.5 58.8 94.6 30" 36" 42" 46" 50" 114" 92.9 130.0 77.4 124.5 66.3 106.7 58.0 93.4 55.7 89.6 30" 36" 42" • 48" 120" 79.6 128.1 66.4 106.7 56.9 91.5 49.8 80.1 130.0 130.0 130.0 130.0 130.0 130.0 122.6 130.0 109.0 130.0 101.4 121.2 130.0 130.0 130.0 130.0 130.0 130.0 114.3 130.0 101.6 121.4 98.0 117.1 130.0 1.30.0 130.0 130.0 116.5 130.0 102.0 121.9 92.3 110.4 130.0 130.0 129.9 130.0 111.3 130.0 97.4 116.4 89.9 107.4 130.0 130.0 122.0 130.0 104.6 125.0 91.5 109.4 87.8 105.0 130.0 130.0 110.1 130.0 94.4 112.8 82.6 98.7 JAMB 'II' INTERMEDIATE HORIZONTALS (9� w• slip WI WIDTH (W) = W1 AT FRAME JAMB INTERMEDIATE HORIZONTALS WIDTH (W) = AT FRAME MULLION JAMB 'J2' FRAME HEIGHT W1 + W2 2 JAMB '13' MULLION 'MI' MULLION 'M2' NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. MULLION 'M3' MULLION 'M4' j MULLIONS Engel DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3536 MAR 1 8 2009 Approwerl s9 air:Aft:voids as fJ Z cc in 0 c 0 :% a •C 0 0 v 0 0 0 0 c � j TS 0 drawing no.1 ,- (was sheet 4 of 90 12) SUNSHINE WINDOWS DR SEE SEPARATE NOA DOOR MULLION LOAD CAPACITY -PSF --® OR ,.. FRAME HEIGHT INCHES SEE CHART OR / DOOR MULLION LOAD CAPACITY -PSF SIDELITE WIDTH INCHES FRAME HEIGHT INCHES JAMB '301' MULL 'MD I' JAMB 'JD1' MULL 'MD2' JAMB '102' JAMB 'JD3' MULL 'MD3' JAMB 703' MULL 'MD4' EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 32 36 42 48 54 60 86-1/2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.4 120.0 120.0 120.0 32 36 42 48 54 98 -1/2 109.5 120.0 120.0 120.0 104.2 120.0 120.0 120.0 97.2 120.0 120.0 120,0 91.1 120.0 120.0 120.0 85.7 120.0 116.6 120.0 32 36 42 48 90.0 77.6 120.0 118.4 120.0 110-1/2 73.8 114.4 112.7 120.0 120 68.8 106.7 105.1 120.0 57.6 64.5 100.0 98.5 117.7 45 1/2" MAX. DOOR WIDTH / 1 / r 11 / II 1 II IN II \ \ II I 16 = = =_= L t• 43 3/4" SIDEUTE WIDTH MAX. SEE CHART CL TO CL .DIM. i 0 coM- S Z co 0 re INTERMEDIATE - HORIZONTALS OPTIONAL 87 1/2" MAX. DOOR WIDTH SIDEUTE WIOTH SEE CHART 85 3/4" MAX. CL TO CL DIM. JAMB 'JD1' 0 _o C�7 z 0 0 1 JAMB '302' JAMB 'JD3' DOOR MULLION LOAD CAPACITY -PSF SIDELITE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JD 1' MULL 'MDI' JAMB '101' MULL 'MD2' JAMB '102' JAMB 'JD3' MULL 'MD3' JAMB '103' MULL 'MD4' EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 32 36 42 48 54 98 -1/2 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 85.7 90.0 90.0 90.0 32 36 42 48 110 -1/2 77.6 90.0 90.0 90.0 73.8 90.0 90.0 90.0 '68.8 90.0 90.0 90.0 64.5 90.0 90.0 90.0 32 36 42 48 114 70.6 90.0 90.0 90.0 67.2 90.0 90.0 90.0 62.7 90.0 90.0 90.0 58.7 90.0 90.0 90.0 32 36 42 48 120 60.6 90.0 90.0 90.0 57.6 89.4 90.0 90.0 53.8 83.3 89.1 90.0 • 50.4 78.1 83.5 90.0 W S SUNSHINE WINDOWS DOOR SEE SEPARATE NOA MULLION 'MD l MULLION 'MD2' MULLION 'MD3' MULLION 'MD4' 45 1/2" MAX. DOOR WIDTH 43 3/4" SIDELITE WIDTH MAX. SEE CHART CL TO CL DIM. DOOR - WINDOWALL TRANSITION MULLION Engr. OR. HUMA(OUN FAR000 STRUCTURES FLA. PE # 16557 CAN. 35.38 LIAR 1 8 2009 App toiropiyinstiatita hale" i[ i os? tmt IL`EIIL��i�G>w!I 4.Kro2 1. ,. .I 0 2 03 Y 0 Iw w Q e, 0 0 en IJ. •-• = W J. O.. CV in C3 to M Obi M IA li. M W X zo cn in Tz0 c C O N .L 0 0 0 N 0 T .0 N a 0 C r-- - ° II 7 -' pl 5 a y 3a i x LJ L� ° drawing no. W08-90 (sheet 5 of 12 [ \ OR ©D 0 OR U N j/ MULLION 'MD l MULLION 'MD2' MULLION 'MD3' MULLION 'MD4' 45 1/2" MAX. DOOR WIDTH 43 3/4" SIDELITE WIDTH MAX. SEE CHART CL TO CL DIM. DOOR - WINDOWALL TRANSITION MULLION Engr. OR. HUMA(OUN FAR000 STRUCTURES FLA. PE # 16557 CAN. 35.38 LIAR 1 8 2009 App toiropiyinstiatita hale" i[ i os? tmt IL`EIIL��i�G>w!I 4.Kro2 1. ,. .I 0 2 03 Y 0 Iw w Q e, 0 0 en IJ. •-• = W J. O.. CV in C3 to M Obi M IA li. M W X zo cn in Tz0 c C O N .L 0 0 0 N 0 T .0 N a 0 C r-- - ° II 7 -' pl 5 a y 3a i x LJ L� ° drawing no. W08-90 (sheet 5 of 12 ANCHOR LOAD CAPACITY - PSF EXT.( +) & INT.(-4) 0 INTERMEDIATE HORIZONTALS OPTIONAL ALL FIXED LITES 4" , NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' & 'D' ANCHORS TYPE 'C' WIDTH (W) FRAME HEIGHT A2 A3 A4 B2 /D2 B3/03 B4 /D4 C2 C3 C4 30" 36" 42 ". 48" 54" 60" 72 130.0 130.0 130.0 _ 130.0 130.0 130.0 130.0 130.0 130.0 108.4 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 93.0 130.0 130.0 122.3 130.0 130.0 130.0 130.0 130.0 81.3 122.0 130.0 107.0 130.0 130.0 123.3 130.0 130.0 72.3 108.4 130.0 95.1 130.0 130.0 109.6 130.0 130.0 65.1 97.6 130.0 85.6 128.4 130.0 98.7 130.0 130.0 30" 36" 42" 48" 54" 60" 78° 120.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 100.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 85.8 128.7 130.0 112.9 130.0 130.0 130.0 130.0 130.0 75.1 112.6 130.0 98.8 130.0 130.0 113.8 130.0 130.0 66.7 100.1 130.0 87.8 130.0 130.0 101.2 130.0 130.0 60.1 90.1 120.1 79.0 118.5 130.0 91.1 130.0 130.0 30" 36" 42" 48" 54" 60" 86 -1 /2` 108.3 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 90.3 130.0 130.0 118.8 130.0 130.0 130.0 130.0 130.0 77.4 116.1 130.0 101.8 130.0 130.0 117.3 130.0 130.0 67.7 101.5 130.0 89.1 130.0 130.0 102.7 130.0 130.0 60.2 90.3 120.4 79.2 118.8 130.0 91.3 130.0 130.0 54.2 81.2 108.3 71.3 106.9 130.0 82.1 123.2 130.0 30" 36" 42" 48" 54" 60" 90" ' 104.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 86.8 130.0 130.0 114.1 130.0 130.0 130.0 130.0 130.0 74.4 111.5 130.0 97.8 130.0 130.0 112.8 130.0 130.0 65.1 97.6 130.0 85.6 128.4 130.0 98.7 130.0 130.0 57.8 86.8 115.7 76.1 114.1 130.0 87.7 130.0 130.0 52.1 78.1 104.1 68.5 102.7 130.0 78.9 118.4 130.0 30" 36" 42" 48" 54" 60" 96° 97.6 130.0 130.0 128.4 ' 130,0 130.0 130.0 130.0 130.0 81.3 122.0 130.0 107.0. 130.0 130.0 123.3 130.0 130.0 69.7 104.6 130.0 91.7 130.0 130.0 105.7 130.0 130.0 61.0 91.5 122.0 80.3 120.4 130.0 92.5 130.0 130.0 54.2 81.3 108.4 71.3 107.0 130.0 82.2 123.3 130.0 48.8 73.2 97.6 64.2 96.3 128.4 74.0 111.0 130.0 30" 36" 42" 48" 54" 98 -1/2" 95.1 130.0 130.0 125.1 130.0 130.0 130.0 130.0 130.0 79.3 118.9 " 130.0 104.3 130.0 130.0 120.2 130.0 130.0 67.9 101.9 130.0 89.4 130.0 130.0 103.0 130.0 130.0 59.5 89.2 118.9 78.2 117.3 130.0 90.2 130.0 130.0 52.8 79.3 105.7 69.5 104.3 130.0 80.1 120.2 130.0 30" 36" 42" 48" 54" 91.9 130.0 130.0 120.8 130.0 130.0 130.0 130.0 130.0 76.5 114.8 130.0 100.7 130.0 130.0 116.1 130.0 130.0 102" 65.6 98.4 130.0 ' 86.3 129.5 130.0 99.5 130.0 130.0 57.4 86.1 114.8 75.5 113.3 130.0 87.1 130.0 130.0 51.0 76.5 102.1 67.1 100.7 130.0 77.4 116.1 130.0 30" 36" 42" 48" 86.8 130.0 130.0 _ 114.1 130.0 130.0 130.0 130.0 130.0 108" 72.3 108.4 130.0 95.1 130.0 130.0 109.6 130.0 130.0 62.0 93.0 123.9 81.5 122.3 130.0 94.0 130.0 130.0 54.2 81.3 108.4 71.3 107.0 130.0 82.2 123.3 130.0 30° 36" 42" 48" 84.8 127.2 130.0 111.6 130.0 130.0 128.6 130.0 130.0 70.7 106.0 130.0 93.0 130.0 130.0 107.1 130.0 130.0 110-1/2" 60.6 90.8 121.1 79.7 119.5 130.0 91.8 130.0 130.0 53.0 79.5 106.0 69.7 104.6 130.0 80.4 120.5 130.0 30" 36" 42" 48" 82.2 123.3 130.0 108.1 130.0 130.0 124.6 130.0 130.0 114° 68.5 102.7 130.0 90.1 130.0 130.0 103.9 130.0 130.0 58.7 88.1 117.4 77.2 115.8 130.0 89.0 130.0 130.0 51.4 77.1 102.7 67.6 101.4 130.0 77.9 118.8 130.0 30" 36" 42" 48° . • 78,1 117.1 130.0 102.7 130.0 130.0 118.4 130.0 130.0 1120" 65.1 97.6 130.0 85.6 128.4 130.0 98.7 130.0. 130.0 55.8 83.7 111.5 73.4 110.1 130.0 84.6 126.9 130.0 48.8 73.2 97.6 64.2 96.3 128.4 74.0 111.0 130.0 0 INTERMEDIATE HORIZONTALS OPTIONAL ALL FIXED LITES 4" , I j \ r -- -i -•• - -- 1 -i o' W2 _ W1 WIDTH (w) _ 8" I3" 3" W1 + W2 2 r a w Jft W1 WIDTH (W) = A2. 02. C2 A3. B3._ C3 SUNSHINE WINDOWS -DOOR SEE SEPARATE NOA W2 WI + W2 4" 2 A4. 04. C4 ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MUWON D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MUWON A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 03 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MUWON D3 = (3) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B4 = (4) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D4 = (4) ANCHORS -TYPE 'D' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. NOTE: INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. 1- 0 xrrj 0 0 r,D�j OR OR 0 W1 W2 WIDTH (W) = W1 W2 2 + 4 SUNSHINE WINDOWS DOOR & TRANSOM SEE SEPARATE NOA W1 W2 ANCHORS WIDTH (W) = Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.H. 3538 WI + W2 2 gl,iwzroved complying Otter tkoldp Bea .., - a4 J A# MAR 1 8 2009 z Z }. w Q 2 cc O o ce o o 8 o8 =1) o O E re O w U. LL z'1 _IA2 _I C.1 4( Q w - IE FAX (305) 262 -6978 t ) 2 vi 0 0 v C 0 a L 0 y a) v Q) 0 v 0 c r ' drawing no. 1W08 -90 (sheet 6 of 12) DOOR MULLION LOAD CAPACITY -PSF SIDELITE WIDTH INCHES FRAME HEIGHT INCHES JAMB 'JD I' MULL 'MD I' JAMB 'DI' MULL 'MD2' JAMB 'JD2' JAMB 'JD3' MULL 'MD3' JAMB 'JD3' MULL 'MD4' EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) '30 36 42 48 54 60 96 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 _ 85.4 90.0 90.0 90.0 81.0 90.0 . 90.0 90.0 .30 36 42 48 54 102 86.3 90.0 90.0 . 90.0 80.9 90.0 90.0 90.0 _ 76.2 90.0 90,0 90.0 71.9 90.0 90.0 90.0 68.2 90.0 90.0 90.0 30 36 42 48 108 69.6 90.0 90.0 90.0 65.4 90.0 90.0 90.0 66.0 61.7 90.0 90.0 90.0 82.7 58.5 90.0 88.3 90.0 30 • 36 42 48 90.0 57.2 88.7 90.0 90.0 114 53.9 83.6 85.3 90.0 90.0 51.0 79.0 80,7 90.0 30 36 42 48 48.3 74.9 76.6 90.0 30 36 • 42 48 64.5 47.8 74.1 78.7 90.0 120 45.1 69.9 74.4 88.9 58.1 42.7 66.2 70.5 84.2 40.5 62.8 67.0 , 80.1 JAMB 'JD I' JAMB 'JD2' . JAMB 'JD3' MULLION 'MD1' MULLION 'MD2' MULLION 'MD3' MULLION 'MD4' DOOR - WINDOWALL TRANSITION MULLION SUNSHINE WINDOWS IDOOR & TRANSOM SEE SEPARATE NOA - -r -- -- II\ 1 / 11 it t Iijit 11 11 \ • 11IlI / IL SEE CHART 85 3/4° MAX. DOOR WIDTH ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.( -) NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' & 'D' ANCHORS TYPE 'C' WIDTH (W) 'FRAME HEIGHT A3 A4 03/D3 C3 30 36 42 48 54 60 96 79.6 90.0 90.0 90.0 75.5 90.0 90.0 90.0 71.8 90.0 90.0 90.0 68.4 90.0 90.0 90.0 65.4 86.0 86.0 90.0 62.6 82.3 82.3 90.0 30 36 42 48 54 102 76.4 90.0 90.0 90.0. 72.4 90.0 90.0 90.0 68.8 90.0 90.0 90.0 65.5 86.2 86.2 90.0 62.5 82.3 82.3 90.0 30 36 42 48 108 73.5 90.0 90.0 90.0 69.6 90.0 90.0 90.0 66.0 86.9 86.9 90.0 62.9 82.7 82.7 90.0 30 36 42 48 114 70.8 90.0 90.0 90.0 67.0 88.1 88.1 90.0 63.5 83.6 83.6 90.0 60.4 79.5 79.5 90.0 30 36 42 48 68.3 89.9 89.9 90.0 64.5 84.9 84.9 90.0 120 61.2 80.5 80.5 90.0 58.1 76.5 76.5 88.1 A3. B3. C3 ANCHORS TYPES; SEE SHEET 8 FOR DESCRIPTION A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MULLION B3 = (3) ANCHORS TYPE '8' AT EACH SIDE OF 000R MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION D3 = (3) ANCHORS TYPE '0' AT EACH SIDE OF DOOR MULLION A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. TRANSITION MULLION ANCHORS Eng Da. HUaI"UN FAR000 STRUCTURES 31.A, PE # 16557 6uAifl Dniddflg r CAN. 38 'Yale Mee I::1'!.✓Zi.14 /10 Lf jo- $ 2009 Appcahved rsa eae; Iyisg with*. FAX. (305) 262 -6978 L _0 0 a 0 N 0 .5 v 0 v 0 c. 2 1 I m ® 1' o ) ,.: L t, . ° l ° .,..1.1. Idrawing no. W08 To90 , sheet f 12 1 0 E-1 W a 0 a 11rI VH1. %dN .r1VItJ SEE ELEV. FOR SPACING -. 44 •° 4 c 0 16Y [WOOD BUCKS it 11 l 0 -ffr-F-11 III III 11 J I :1 '1 v^n v• v o "a . I TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. R SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES r n r � � � � t 4."r � r : . r � �, �� IKON TWO PIECE OR ONE PIECE HORIZONTAL INTERCHANGEABLE BETWEEN HEAD & SILL INTERIOR FINISHES NOT BY SUNSHINE WINDOWS ILLUSTRATIVE ONLY TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 1/4" DIA VLTRACON BY "ELCO' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCE$ INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. TYPE 'B' 1/4" DIA HILTI KWIK CON II BY 'HILTI' INTO 2BY W000 BUCKS OR WOOD STRUCTURES WITH 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1 -1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1 -1/4" MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1" MIN. rTYPE 5/16" DIA ULTRACON BY 'ELLO' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE ( DIRECTLY INTO CONCRETE WITH 1 -1/4" MIN, EMBED INTO CONC. ANCHOR EDGE DJSTANCE,S INTO CONCRETE AND MASONRY = 3" MIN. [INTO WOOD STRUCTURE = 1" MIN. TYPE 'D' #14 SMS OR SELF DRILLING SCREWS ST /ST 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) ANCHOR EDGE ])ISTANCE$ INTO METAL STRUCTURE = 1/2" MIN. SEALANTS: ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMLIER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. WOOD BUCKS AND METAL STRUCTURES NOT' BY SUNSHINE WDW. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Engr. DR. h;UMAYOUN FAR000 STRUCTURES Itpgnkvedrsssspity P.A. PE # 16557 C.A.N.. 538 Maid as ' .. - Ito szeriemarm ;3y MAR 1 8 2009 0) c 0 0 } iu 0 n L 0 o� 0 0 17 O C ___, �, T 'j _1 - 0 p • i 1 I T o Iv: .0 �J l . . ° 1 1 drawing n0. WO8 -90 (sheet 8 of 12) 1BY WOOD BUCKS MAX. SHIM SPACE 1/4" FOR ANCHOR 'A' 1/2° ANCHORS 'B' & 'C' JAMB ANCHORS OPTIONAL SEE ELEVATIONS FOR SPACING GAP 1 -1/8" MAX. 1/4" MIN. 4 • A a �P a P • 4 cALUM REINF. SEE SHEETS 3 & 4 FOR CAPACITY WITHOUT REINF. ) SEE SHEETS 3 & 4 FOR CAPACITY MAX. SHIM SPACE r� 1/4° FOR ANCHOR 'A' 1/2" ANCHORS '8' & 'C' D.L. OPG. EXTERIOR FRAME WIDTH D.L. OPG. °_' JAMB ANCHORS OPTIONAL SEE ELEVATIONS fOR SPACING • s D.L. OPG. FINISHES -NOT BY SUNSHINE WINDOWS ILLUSTRATIVE ONLY 1/4" DIA. BOLTS WITH NUTS AT 6" FROM ENDS AND 18 -1/2" O.C. MAX. ALUM REINF. OSEE SHEETS 3 & 4 FOR CAPACITY D.L. OPG. D.L. OPG. MAX. SHIM SPACE 1/4" FOR ANCHOR 'D' METAL STRUCTURES STEL REINF. 0 SEE SHEETS 3 & 4 FOR CAPACITY E;�C�S!' • -- Ales Engr. DR. WUMAYOUN FAROOQ STRUCTURES FLA. PE 1 16557 C.A.N. 3538 •y,• atc AO 'JAMB ANCHORS OPTIONAL SEE ELEVATIONS FOR SPACING ao complying with cage MAR 1 8 2009 8 0 com I0 V SERIES 8000 AL 2 CD 1 z 03 G fri o U : 0- C■11. Mre) In re) $ Z gv~i�n W LJ Z Co- m 6 � fi Co tr) Z ..4- Q J f!1 C 0 '5 description 0) 0 0 c 0 1 n n m a $ i m ):LJ 13 drawing no. (sheet 9 of 12 9; •iii •i MIAMI -DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT TRANSOM s l _rte 1 1 — 'AA D.L. OPG. 1 D.L. OPG. WITHOUT REINF. SEE SHEETS 5 & 7 FOR CAPACITY D.L OPG. / / / -/ J / "� I / MIAMI -DADS COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR I -1 r 1 I .._,./ a L 1 I I 1 _ _ L. �. n la 1 Irt=�J II a fJ LEAF WIDTH STEEL REINF. G SEE SHEETS 5 & 7 FOR CAPACITY i oun .. ` r. 1_ iccemr: y D.L OPG. 1 i / / -/ 1 i MIAMI -DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT 000R r I I I , I , L 1 -I ! F1 1 L I z i 1 l 'f II jl IU►4(( I _ J LEAF WIDTH ALUM REINF. 0 SEE SHEETS 5 & 7 FOR CAPACITY NI al / -/ F ANCHORS TYPE A,BORC SEE SHEETS 7 & B MIAMI -DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR -1 .4 L I I I I 1 1 I1/ III r I. 1 1q1 I II I r t I1 I I I I I I 1 ! 1 IC L I,a1 D.L OPG. LEAF WIDTH STEEL REINF. 0 SEE SHEETS 5 & 7 FOR CAPACITY / -/ J , .— 1 MIAMI -DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT DOOR -t r -1z.,,-... , 1 I 1( i ,_/ i L J 1� 1 1 1 1 1 J L .1 =mn5 r -i L..L_ ANCHORS TYPE A, B OR C SEE SHEETS 7 & 8 SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. in 19- -x: I LA I / 1 Apps+trad aa with fat p.-itiviteop 2 a' 1 1E440 , , D.L OPG. LEAF WIDTH Engn DR. HJMAYOUN FAROOQ STRUCTURES NIA. PE # 16557 C.A.N. 3538 • m ID 0 co 8 a m c z .- I N CO g 1 Ls. Lu • U „ 8Mn1 O1 X V) V) M z 3.i���� re UUo M .5. • c co' c 0 MAR 1 8 2009 c 0 .g 'rn a 0 v 0 Q ln 7 - la m °-1 drawing no. W08-90 sheet 10 of 12 4.968 1.750 --. •- 1.750 —�- .078j 5.000 3.750 5.000 3.750 3.984 HOLLOW FRAME HEAD /SILL ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ES8005 AS REQD. HOLLOW FRAME HEAD /SILL 6005 —T5 — IA ES8007 ES8004 AS REQD. OPEN BACK FRAME HEAD /SILL 6063 —T6 -• 2 AS REQD. INTERMEDIATE HORIZONTAL 6063 —T6 — 3 ES8001 AS REQD. FRAME JAMB /MULLION 6005 —T5 — 3A — AS REQD. DOOR MUWON 6005 —T5 — 4 ES8O06 AS REQD. GLASS STOP 6063 —T5 5 ES8002 AS REQD. MUWON SNAP —IN MATE 6005 —T5 — 6 ES8003 AS REQD. SHEAR CUP 6005 —T5 — 7 — AS REQD. INTERIOR BULB GASKET VINYL — 8 ES8009 AS REQD. SPACER /SILICONE STOP VINYL — 8A — AS REOD. BUTTON BUMPER SIUCONE — 9 - - - - - 10 — AS REQD. SETTING BLOCK AT 1/4" POINTS NEOPRENE 3/16" X 1/2" X 2" LONG 11 #12 X 1 -1/2" 4/ CORNER ASSEMBLY SCREWS PHSMS STEEL — 12 — AS REQD. MUWON STIFFENER STEEL — 13 — AS REQD. MUWON REINFORCING CHANNEL STEEL — 14 — AS REQD. MULLION REINFORCING BAR STEEL — 1.750 FRAME JAMB /MULLION 3A DOOR MUWON 1.472 3.984 0 OPEN BACK FRAME HEAD/SILL 3.736 4.534 3.750 1.750 1.578 O MULUON SNAP —IN MATE STIFFENER 1.000 r- 3.984 1 .578 .1881 r INTERMEDIATE HORIZONTAL .188 .156 k- -1.786 — .062 r TYP. 3.736 .094 TYP. 3.229 4.500 4.000 Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 CAN. 538 1.117 J 1.000 Apps rd as complying wU date :filar d i at oft i • :stem Aurrox`IIorttio rAta r• GLASS STOP SHEAR CLIP STEEL REINFORCING 36 KSI MIN. SAAR 1 8 2009 CIRCULAR OR ANGLED CORNERS 5/8" X 1/8" ALUM PLATE BENT TO MATCH JOINT SECURED WITH #8 SMS (3) PER SIDE OF JOINT 5/16 X 1 X 1/8" ALUM ANGLE BENT TO MATCH JOINT SECURED WITH #8 SMS (3) PER SIDE OF JOINT #12 X 1/2" FH SMS DOOR MULLION CORNER RECT. OR SQUARE CORNERS HORIZONTAL CORNER Engr. DR. HUUAYOUN FAROOQ STRUCTURES FLA. PE i 16557 C.A.N. 3538 nppTaved es fiseada widi the MAR 1 8 2009 0 w W 42 iZ 0� a O �+ 0 cc WC) O < a Q O �- tots 0 4w u. a�mg � 4 W tiE' FAX. (305) 262 -6978 0 t SERIES 8000 ALUM WINDOW WALL SYSTEM CD Z Z = W 5 ce Q_ N gM Zr). W eC 0, 2 t � V 0 j i �cri ion to 0 .a 0 >_ r 0 i 1 1 T I A ii §its fdrawing no. 1 tWO8 --90j (sheet 12 of 12 WINDOW SIZE L X 3 INCHLS DESIGN PRESSURE CHART - PISS NUMBER OF ANCHORS POS. ' NEG. LONG SIDE INCLINED SIDE SHORT SIDE 108 X 26 11 12 3 90.00 90.00 96 X 26 10 11 3 90.00 90.00 91 X 26 10 11 3 90.00 90.00 84 X 26 9 10 3 90.00 90.00 78 X 37 8 9 4 84.20 84.20 78 X. 26 8 9 3 .90.00 90.00 78 X 19 8 9 3 90.00 90.00 63 X 46 7 8 5 76.30 76.30 63 X 39 1 7 8 5 90.00 90.00 63 X 37 7 8 4 90.00 90.00 63 X . 26 7 8 3 90.00 90.00 63 X 19 7 8 3 90.00 90.00 r 48 X 48 5 6 5 73.10 73.10 53 X 46 6 7 5 76.30 76.30 53 X 39 6 7 5 90.00 90.00 53 X 37 6 7 4 90.00 90.00 53 X 26 6 7 ., 3 90.00 90.00 53 X 19 6 7 3 90.00 90.00 46 X 39 5 6 5 90.00 90.00 46 X 37 I 9o.po 90.00 46 X 26 6 3 90.00 90.00 46 X 19 5 6 3 90.00 90.00 38 X 37 4 5. 4 90.00 90:00 38 X 26 4 5 3 90.00 90.00 38 X 19 4 5 3 90.00 90.00 26 X 26 3 4 3 90.00 90.00 26 X 19 3 4 3 90,00 90.00 74 X 39 8 9 5 87,20 87.20 74 X 37 8 9 4 90.00 90.00 74 X 26 8 9 3 90.00 90.00 74 X 19 8 9 3 90.00 90.00 SHORT SIDE (5) X 1" ALUMINUM WELD INTERIOR L TYP. 9q" CORNER DETAIL, CORNER DETAIL #1 Or A NNW II A ALUMINUM WELD INTERIOR SE I NG N01E RECTANGLE CORNER DETAIL #2 TYPICAL ELEVATION CORNER DETAIL 1 �► A 12" MIN. 4° 0 MAX.• !T, CORNER DETAIL ; 2 4" 10" MA MAX. SHORT SIDE (5) TRAPEZOID TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 28Y WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING ' CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LIVES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX IIIG INTERLAYER FILM BY SOLUTIA. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD . WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. 8 PRODUCT REVISED 9s u compding lying Codo with the Florida B' kcccptance No i _ Z2 bast 7a ►/' Gy Miami Dade Product Cont 0 01 t «e6 -rl FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Roos Hialeah. flafda 33012 Ph: (306)384 -9452 Fax :(306)828 -611 8 Drown Sin NM Date: 0e-1808 - gcale: 1/2"=1. Revleaon: 01-24-11 Revteaon: DRAWING NO. PW08 -01 SHEET 1 OF 8 WINDOW SIZE L X 3 INCHES DESIGN PRESSURE CHART - PSF NUMBER OF ANCHORS PQS. 90.00 90.00 LONG SIDE INCLINE SIDE SHORT SIDE 108 X 26 11 12 96 X 26 10 11 3 90.00 90.00 91 X 26 10 11 3 90.00 90.00 84 X 26 9 10 3 90.00 90.00 78 X 37 8 9 84.20 84.20 78 X 26 8 9 90.00 90.00 78 X 19 8 9 90.00 90.00 63 X 46 7 8 um 76.30 76.30 63 X 39 7 90.00 90.00 63 X 37 7 HIM 90.00 90.00 83 X 26 7 8 90.00. 90.00 63 X 19 7 8 90.00 90.00 48 X 48 5 6 73.10 73.10 53 X 46 6 7 76.30 76.30 53 X 39 6 7 ` 90.00 90.00 53 X 37 6 7 90.00 90.00 53 X 26 6 7 90.00 90.00 53 X 19 6 7 90.00 90.00 46 X 39 5 6 90.00 90.00 46 X 37 5 6 90.00 90.00 46 X 26 5 6 90.00 90.00 46 X 19 5 6 90.00 90.00 38 X 37 4 5 • 90.00 90.00 38 X 26 4 5 90.00 90.00 38 X 19 4 5 90.00 90.00 26 X 26 3 4 90.00 90.00 26 X 19 3 4 90.00 90.00 74 X 39 8 9 87.20 87.20 74 X 37 8 9 90.00 90.00 74 X 26 8 9 90.00 90.00 74 X 19 8 9 90.00 90.00 .AW INUM WELD INTERIOR CORNER DETAIL ' 1 S t °1 CORNER DETAIL #1 1 ASSEMBLY SCREWS 18 X 1' TYP. 90' CORNER DETAIL ►A rah 4" ., L 10 ",- AX. VAX. A SELL WINDOW WIDTH l■ A UPRIGHT RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063-T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO UTES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1110 INTERLAYER FILM BY SOLUTIA. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. PRODUCT REVISED as complying with pia Florida Building Code Acceptance No • 2 Expiration Data :.! #4 L Miami r• A1. ado Product Centro Q! 71,74 1^1.6 -1; FRANCISCO HERNANDEZ FLORIDA PE / 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)384 -8952 Fera(305)828 -5118 Drown thn NM Dote: 08 -1 g -08 Scala: 1/2 =1' Revision: 01 -24 -11 Revision: DRAWING NO. PW08 -01 SHEET 2 0F8 WINDOW SUE L X 3 INCHES DESIGN PRESSURE CHART - PSF NUMBER OF ANCHORS POS. NEG. LONG SIDE INCLINED SIDE SHORT SIDE 108 X 26 11 12 3 90.00 90.00 96 X 26 10 11 3 90.00 90.00 90.00 91 X 26 10 11 3 90.00 84 X 26 9 10 3 90.00 90.00 78 X 37 8 9 4 84.20 84.20 78 X 26 8 9 3 90.00 90.00 78 X 19 8 9 3 90.00 90.00 63 X 46 7 8 5 76.30 76.30 83 X 39 7 8 5 90.00 90.00 63 X 37 7 8 4 90.00 90.00 63 X 26 7 8 3 90.00 90.00 63 X 19 7 8 3 90.00 90.00 48 X 48 5 6 5 73.10 73.10 53 X 46 6 7 5 76.30 76.30 53 X 39 6 7 5 90.00 90.00 53 X 37 6 7 4 90.00 90.001 53 X 26 6 7 ,. 3 90.00 90.00 53 X 19 6 7 3 90.00 90.00 46 X 39 5 6 5 90.00 90.00 46 X 37 5 6 4 90.00 90.00 46 X 26 5 6 3 90.00 90.00 46 X 19 5 6 3 90.00 90.00 38 X 37 4 5 4 90.00 90.00 38 X 26 4 5 3 90.00 90.00 38 X 19 4 5 3 90.00 90.00 26 X 26 3 4 3 90.00 90.00 26 X 19 3 4 3 90.00 90.00 74 X 39 8 9 5 87.20 87.20 74 X 37 8 9 4 90.00 90.00 74 X 26 8 9 3 90.00 90.00 74 X 19 8 9 3 90.00 90.00 CORNER DETAIL. #1 TYP. 90' CORNER DET4.II, SIDEWAYS RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A38 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO UTES OF. 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 111G INTERI:AYER FILM BY SOLUTIA. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1 /4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. PRODUCT REVISED as complying with the Florida Building Code Acceptanc¢ No EXPuutio>l Dino Miwni Dade Product Centro., O.! FRANCISCO HERNANDEZ FLORIDA PE j 51393 ..t • 114" Sunshine Windows Manufacturing, Inc. 1745 W. 3314 Place Hialeah. F14N140 3012 Ph: (305)384 -9952 Fax :(305)828 -5118 Drawn Qv: NM Date: 1 0 Scale: 1 /2 " =1 Revision: 01 -24 -11 Revision: DRAWING NO. PW08 -01 SHEET 30F8 WINDOW Spp W X H INCHES DESIGN PRESSURE CHART - PSF -NUMBER OF ANcUORS + POS. NEG. SILL ' ARCH 108 X 26 11 14 90.00 90.00 96 X 26 10 13 90400 90.00 91 X 26 10 13 90..00 90.00 84 X 26. 9 12 90.00 90.00 78 X 37 8 14 84.20 84.20 78 X 26 8 12 • _90.00 90.00 78 X 19 8 11 90.00: 90.00 90.00 63 X 32 7 12 90.00. 63 X 26 7 10 90.00 90.00 63 X. 19 7 9' 90.00 90.00 48 X24 5 9 90.00 90:00 53. X27 6 10 90.00 90.00 53 X19 6 8 90.00 90.00 46 X 23 5 9 90.00. 90.00 46 X 19 5 8 .90.00 .96.00 38 X 19 4 7 90.00 90.00 26 X 13 3 5 90 .00 90.00 74 X 37 8 14 90.00 90.00 74 X 26 8 11 90.00 90.00 74 X 19 8 V 10 90.00 90.00 CORNER DETAIL #1 ARCH TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL 2. FOR . CONNECTION TO METAL STRUCTURE USE 1/4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY / 6063-45 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 28Y WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF, 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 111G INTERL:AYER FILM BY SOLUTIA. WELDING FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. PRODUCT REVISED as cm/0Ang with the Fields Bluldiu8 Coda Ameptance No V Bxpiratioa Data +Tiaaai P d ,A rn)" • FRANCISCO H DEZ . FLORIDA PE i ; 41393 , Sunshine Windows Manufacturing, Inc. 17 5 W. 33rd Plops Hlarsoh. Florida 33012 Ph: (305)3e4 -9962 Fax:(305)828 -8118 Drawn: NM Date: Saole 1 2 a 1 Rolston: 01 -24 -11 Rolston DRAWING N0. PW08 -01 SHEET 4 0F8 `► A FULL ROUND TYPICAL ELEVATION DESIGN PRESSURES POSITIVE= +90.00 PSF NEGATIVE = -90.00 PSF �►A " 10" MAX 39 MAX CORNER DETAIL 12 QUARTER ROUND TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +90.00 PSF NEGATIVE = -90.00 PSP AUJMINUM. WE `, ali` it tip CORNER DETAIL #1 FOR EMBLY SCREWS >e X 1" TYP. 90" CORNER DETAIL SCREWS CORNER DETAIL #2 CORNER DETAIL It b'g �►A ice MAX 39' IIAX. TRIANGLE TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +90.00 PSF NEGATIVE = -90.00 PSP ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1 /4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1 /4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A38 WITH 1/8" MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -,J5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 20Y WOOD BUCK OR WOOD STRUCTURE USE 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF. 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX IIIG INTERLAYER FILM BY SOLUTIA. WELDING: FOR CORNER WELDED CONNECTIONS USE 1 /8" FILLET WELD WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. PRODUCT REVISED as complying With the Honda Building Code Acceptanoo No Q npatq ia►ax By Miami Dade Product Control )2 i— Z4»ID FRANCISCO HERNANDEZ FLORIDA PE j 51303 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hlolsoh. Ronda 33012 Phs (308)384 -9952 Fax:(305)828 -5118 H 4 p�N rn Q M Drown ftv: NM Dote: 08 -1 --0p saute: 1/2 =1 Revision: 01- 24 -11. Revision: DRAWING N0. PW08 --01 SHEET 50F8 1 • t CORNER DETAIL 11 �r+ 4/6t. OCTAGON TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +90.00 PSR NEGATIVE = -90.00 PS? ALUMINUM WELD (INTERIOR 4.1 G 04, CORNER DETAIL #1 CORNER OETAH. #1 /161ifilik *a. HEXAGON TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +90.00 PSP NEGATIVE = -90.00 PSP ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1 /4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS GRADE 5. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WITH 1/8" MINIMUM WALL THICKNESS. • ALUMINUM ALLOY 6063 —T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 28Y WOOD BUCK OR WOOD STRUCTURE USE ' 1/4" ELCO ULTRACON WITH 1 1/2" MINIMUM EMBEDMENT INTO WOOD. 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 • FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF. 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1110 INTERLAYER FILM BY SOLUTIA. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD WITH 1 1 /4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY. 'ItODUC1' REVISED �s complying with the Piorida Building Code Acceptance No •• B csSiralon Date INS 434/11/11. ode Product Control 424.4 i) FRANCISCO HERNANDEZ FLORIDA PE /: 51305 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)384 -8852 Foz:(305)828 --51 18 Drawn ALL N M dote: 08 -11 -98 &tote: 1/2 m1' Revision; 81 -24 -11 Revision: DRAWING NO. PW08-01 SHEET 6OF8 1/4" MAX: SHIM SPACE z CNI ATTACHMENT TO MASONRY 1BY WOOD BUCK BY OTHERS, MUST. BE PROPERLY ATTACHED. TO TRANSFER GLAZING • SYSTEM.; LOADS TO THE STRUCTURE. TO BE. APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. TYPICAL ANCHORS 1/4" ULTRACON '1: 1/2" MIN. EMBEDMENT INTO MASONRY THROUGH 1BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1, 2, 3, 4, 5 AND 6 OF 8) TYPICAL. FOR JAMBS, HEAD AND SILL. 2 1/2" MIN. g g TYPICAL ANCHORS 1/4" ULTRACON 1 1/2" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1, 2, 3. 4. 5, AND 8 OF 8) TYPICAL FOR SILL ONLY. ATTACHMENT TO PRE-CAST SILL TYPICAL SECTIONS 1/4" MAX. SHIM SPACE 2BY WOOD BUCK BY OTHERS. MUST. BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. TO BE APPROVED BY (WILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. TYPICAL ANCHORS 1/4" ULTRACON 1 1/2" MIN.. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1, 2, 3. 4, 5, AND 6 OF 8) TYPICAL FOR JAMBS, HEAD AND SILL. ATTACHMENT TO WOOD 1 /4" MAX. SHIM SPACE MIAMI —DADS COUNTY APROVED MULLION SUNDER SEPARATE APPROVAL) MIN, 1/8 WALL THICKNESS. TYPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1.2.3, 4, 5, AND 6 OF 8) TYPICAL FOR JAMBS, HEAD AND SILL. ATTACHMENT TO MULLION DETAIL TYPICAL ANCHORS 1/4" SMS THROUGH .METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1, 2, 3. 4, 5. AND 8 OF 8) TYPICAL FOR JAMBS, HEAD AND SILL ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) 3/4" MAX. HIGH STRENGTH GROUT MUST BE MIN. 3 KS! NON— SHRINK, NON- METALIC, OR 1BY WOOD BUCK BY OTHERS, MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. TO BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4" MAX. SHIM SPACE 2 ".. • 4 4 2 1 /2" MIN. TYPICAL ANCHORS 1/4" ULTRACON 1 1/2" MIN. EMBEDMENT INTO MASONRY THROUGH 1BY WOOD BUCK OR NON — SHRINK NON— METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1,2,3, 4. 5 AND 6 OF 8) TYPICAL FOR SILL ONLY ATTACHMENT TO MASONRY PRODUCT RSVIS6D GS cam/lying—with the Florida Bonding Colo Acceptance No Sxpit t1Qfl»atc BY Miami Dada Product Centro 1.01 IZo 13 rtr4 FRANCISCO hENNANDEZ P.QR A 'PE i 513$3 , (1t -1 i"-r“ t 111FAM Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Mao* Hialeah, Florida 33012 Phi (305)304 -9952 Faxl(305)828 -5118 Drown Hv NM Dots: 08-1p-08 Scale: 1/2 =a1' Revleton:01 -24 -11 Rev/ston: DRAWING NO. PW08 -01 SHEET 7OF8 MATERIAL LIST DESCRIPTLON MATERIAL HEAD, SILL AND JAMB 6063 -T6 SSW -101 Sunshine Windows Manufocturing, Inc. 1745 W. 33rd Place H1oeoh, flo $du 33012 Ph: (300)304 -9962 Fox:(300828 -6118 ANCHORS SEE ELEVATION SHEETS jj 8" X 1" PH S.M.S ASSEMBLY SCREW SEE GLAZING DETAIL SHEET 8 STRUCTURAL SILICONE DOW CORNING 899 SECTION A - A SECTION B - B GLAZING DETAIL DRAWING NO. PW08 —01 SHEET 8 0F8 1/8 "() GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES 2" VERTICAL PROCEDURE FOR MULLION SELECTION 1. DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND LOAD IN PSF ON MULLION AS PER FLORIDA BUILDING CODE. 2. USE TABLES ON SHEETS No.2 AND 3 TO DE I tRMINE THE MULLION SIZE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 3. USE TABLES ON SHEET No. 4 TO DETERMINE THE TYPE OF CONNECTION BETWEEN MULLION AND STRUCTURE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, 1/8" 1" VERTICAL MULLION APPLICATIONS GENERAL NOTES: 104 0 • GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES 2" THRU 6" HORIZONTAL 1. MULLIONS SHALL BE USED ALONG WITH MIAMI DADE APPROVED GLAZING UNITS. 2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063 -T5. 3. FOR DETAILS OF ATTACHMENT BETWEEN MULLION AND STRUCTURE REFER TO SHEETS No.5 AND 6 OF THIS PRODUCT APPROVAL. 4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED. aco PRODUCT REVISED as complying with tie Flod4a ituidin Coda Acteptnece [Yo S , -0214 02 Oak 1fire -X,•12 Product Casks! glom TOM/ -,'` /— FRANCISCO HERNANDEZ FLORIDA PE $I 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 2143055183;113171 ill to Ell .� W y $'G § W,nr 8 -Sgik' 8 Eit-7) Ii W Drown By RF Date: 9 —30 —05 scale: 1/2"=1" Revision: Revision: DRAWING No: SW- 01--07 SHEET 1 OF 7 TRI ARY DESIGN TUBE SPAN W�IDN P !R 90 39.20 80 44.10 70 50.40 38.38 60 58.80 50 70.58 40 88.19 30 117.59 20 176.39 90 - 80 - 70 - 50.63 60 25.61 50 30.73 40 38.42 30 51.22 20 76.84 1X2 80 - 70 - 60 - 56.00 50 - 40 28.39 30 37.86 20 56.78 90 - 80 - 70 - 63.00 60 - 50 - 40 - 30 26.59 20 39.88 TRIBUTARY DESIGN TRIBUTARY DESIGN TUBE SPAN WJIDNT�H PRIrSSURE TUBE SPAN lily PR�SySURE 90 79.81 90 l� -) 80 89.79 80 - 70 102.61 70 - 60 119.71 74.25 60 - 50 143.66 50 27.84 40 179.57 40 34,81 30 239.43 30 46,41 20 359.14 20 69.61 90 45.86 90 - 80 51.59 80 - 70 58.96 70 - 50.63 60 68.79 84.00 60 - 50 82.55 50 - 40 103.19% 40 - 30 137.58 30 32.05 20 206.38 20 48.08 1 X 3 1 X 3 90 38.06 90 - 80 .40.56 80 - 70 46.36 70 - 60 54.09 60 - 56.00 50 64.90 96.00 50 - 40 81.13 40 - 30 108.17 30 - 20 162.26 20 32.21 90 25.32 80 28.49 70 32,56 60 37.99 50 45.58 40 56.98 .30 75.97 20 113,96 NOTE: INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. TUBE SPAN TRIBUTARY DESIGN TUBE T SPAN TRIBUTARY � pODEE$SIGN TNT IN (IN) (IN) 90 73.65 90 - 80 82.86 80 25.74 70 94.69 70 29.42 50.63 `� 60 110.47 84.00 60 34.32 50 13257 50 41.18 40 165.71 40 51.48 30 220.95 30 68.64 20 331.42 20 102.95 90 60.20 90 - 80 67.73 80 - 70 77.40 70 - 56.00 60 90.30 96.00 50 108.36 50 27.59 40 135.45 40 34.49 30 180.61 30 45.98 20 270.91 20 68.97 1 X 90 47.57 1 X 4 90 - 80 53.51 80 - 70 61.16 70 - 60 71.35 60 - 63.00 50 85.62 108.00 50 - 40 107.03 40 - 30 142.70 30 32.29 20 214.05 20 48.44 90 33.13 80 37.27 70 42.59 74.25 60 49.69 50 59.63 40 74.54 30 99.38 20 149.07 HORIZONTAL. MULLION VERTICAL MULLION GLAZING DUT GLAZING GLAZING PRODUCT PRODUCT Ml11ON SPAN TRIBUTARY WIDTH= W1 Z W2 GLAZING PRODUCT TRIBUTARY WIDTH= W1 + W2 2 FRANCISCO HERNANDEZ FLORIDA PE 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364 -9952 Fax. 308)828 -5118 Drawn 8y: RF Date 9 -30 -05 Scale: NTS Revision: Revision DRAWING NO. SW -01 -07 SHEET 2 OF 7 TUBE SPAN `TRIBUTARY Vig DESIGN PRESSURE TUBE SPAN TRIBUTARY YDT-I DESIGN PRESSURE Date: 9-30-05 scale: NTS 90 107.49 GLAZING PRODUCT 90 33.39 3 OF 7 80 120.93 80 37.56 70 138.20 70 42.93 50.63 60 161.23 84.00 60 50.09 63.00 50 198.48 108.00 50 60.10 40 241.85 ? 40 75.13 30 322.47 30 100.17 20 483.70 20 150.26 90 87.86 90 - 80 98.85 80 25.18 70 112.97 70 28.76 56.00 60 131.79 96.00 60 33'55 50 158.15 50 40.26 74.25 40 197.69 120.00 40 50.33 50 123.50 30 263.59 30 67.11 20 395.38 20 100.66 2X4 30 205.83 2X4 30 78.80 90 -, 69.42 308,75 90 ' - 20 118.21 2X6 80 78.10 80 - 90 53.61 90 - 70 59.26 70 - 60 1 104.13 60 - 63,00 50 124.96 108'00 50 28.28 132.00 40 156.20 40 35.35 3D 208.27 30 47.13 20 312.40 20 70.70 90 48.35 90 - 80 54.39 80 - 70 62.16 70 - 74.25 60 72.52 120.00 60 - 50 87.02 50 - 40 108.78 96.00 40 25.77 144.00 30 145.04 30 34.36 20 217.56 20 51.54 NOTE: INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. TUBE SPAN TRIBUTARY WIDNT� I DESIGN PRESSURE TUBE SPAN TRIBUTARY VNI)1 I DESIGN PR MIRE Date: 9-30-05 scale: NTS (U90 Revision: GLAZING PRODUCT GLAZING PRODUCT I , SHEET 3 OF 7 95.30 90 32.43 80 107.22 80 36.48 70 122.53 70 41.70 63.00 60 142.96 108.00 60 48.64 50 171.55 ? 50 58.37 40 214.43 40 72.97 30 285.91 30 97.29 20 428.87 20 145.93 90 68.61 90 26.27 80 77,19 80 29.55 70 88.21 70 33.77 80 102.92 80 39.40 74.25 120.00 50 123.50 50 47.28 40 154.38 40 59.10 30 205.83 30 78.80 20 308,75 20 118.21 2X6 2X6 90 53.61 90 - , 80 60.31 80 - 70 68.92 70 - 84.00 60 80.41 132.00 60 32.56 50 96.49 50 39.08 40 120.62 40 48.85 30 160.82, 30 65.13 20 241.24 20 97.89 90 ,i 90 - 80 46.17 80 - 70 52.77 70 - 60 61.57 60 27.36 96.00 50 73.88 144.00 50 32.84 40 92.35 40 41.04 30 123.13' 30 54.73 20 184.70 20 82.09 HORIZONTAL MUWON VERTICAL MUWON MULLION SPAN - J TRIBUTARY WIDTH= W1 + W2 2 HORIZONTAL MUM TRIBUTARY WIDTH= W1 + W2 2 YEENALMILIAN PRODUCT REVISED as tomplying with dot Pitchia Dirldhas Cads Date •:., -. 1 /mop), By 'it FRANCISCO HERNANDEZ FLORIDA PE 0 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305384 -9952 Fox; 305 28 -5118 GLAZING Z (. PRODUCT R Dr„„„ ev: RF Date: 9-30-05 scale: NTS Revision: Revision: GLAZING PRODUCT GLAZING PRODUCT I , MULLION SPAN - J TRIBUTARY WIDTH= W1 + W2 2 HORIZONTAL MUM TRIBUTARY WIDTH= W1 + W2 2 YEENALMILIAN PRODUCT REVISED as tomplying with dot Pitchia Dirldhas Cads Date •:., -. 1 /mop), By 'it FRANCISCO HERNANDEZ FLORIDA PE 0 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305384 -9952 Fox; 305 28 -5118 FRANCISCO IIERNANDEZ F. E. Structural Engineering 15113 SW 35 Tern Miami, Florida 33185 Phone (305) 227 -6901 Z (. W R Dr„„„ ev: RF Date: 9-30-05 scale: NTS Revision: Revision: DRAWING NO. SW -01 -07 SHEET 3 OF 7 TYPE R SPAN 18UTARY W NTH DESIGN U +1 TYPE ANCHOR SPAN Ili WIDTH P ' +: el 50.63 85 64.98 43 66.61 60 92.05 40 71.61 3838 40 138.07 74 30 95.48 20 276.14 20 143.22 65 64.42 39 64.70 50 83,74 30 84.11 50,63 84.04 30 139.57 20 126.17 A &D 20 209.35 A &0 34 64.94 57 65.24 96.00 30 73.60 50 74.37 84.00 20 110.40 57.00 30 30 65.42 20 185.94 108.0 0 25 78.51 52 64.70 20 98.13 40 84.11 63.00 30 112.15 20 168.23 NOTE; INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. ANA SPAN TRWI PR URE '� SPAN IDT PRMURE UN) 85 98,52 ON) 46.18 70 119.63 70 56.08 60 139.57 50 78.51 108.00 48 174.46 40 98.13 85 87.50 22 178.42 70 106.25 85 41.56 57.00 60 123.96 70 50.47 50 148.75 }20,00 50 70.66 42 177.08 40 88.32 85 79.17 30 117.76 65 103.53 20 176.64 '� 50 134.58 78 41.17 B,C&E 38 177.08 70 45.88 8,C &E 85 69.27 50 64.23 70 84.11 132.00 40 80.29 72.00 50 117.76 30 107.05 33 178.42 20 180.58 85 59.37 73 40.33 70 72.10 60 49.07 50 100.94 50 58.88 29 174.03 144.00 40 73.60 85 51.95 30 98.13 70 63.09 20 147.20 96.00 50 88.32 40 110.40 25 176.64 HORIZONTAL MUWON PRODUCT VERTICAL MUWON MUWON SPAN TRIBUTARY WIDTH =._WL ._W2 2 HORIZONTAL MUWON GLAZING PRODUCT GLAZING PRODUCT D0 FRANCISCO HERNANDEZ FLORIDA PE f 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305 9952 Fox:(305 28 -5118 Pi a, Nam FL N � to r.41 8UM LT W Drawn By RF Date: 9 -30 -05 scow: NTS Revision: Revision: DRAWING NO. SW- -01 =07 SHEET 4 OF 7 50.63 84.00 ANA SPAN TRWI PR URE '� SPAN IDT PRMURE UN) 85 98,52 ON) 46.18 70 119.63 70 56.08 60 139.57 50 78.51 108.00 48 174.46 40 98.13 85 87.50 22 178.42 70 106.25 85 41.56 57.00 60 123.96 70 50.47 50 148.75 }20,00 50 70.66 42 177.08 40 88.32 85 79.17 30 117.76 65 103.53 20 176.64 '� 50 134.58 78 41.17 B,C&E 38 177.08 70 45.88 8,C &E 85 69.27 50 64.23 70 84.11 132.00 40 80.29 72.00 50 117.76 30 107.05 33 178.42 20 180.58 85 59.37 73 40.33 70 72.10 60 49.07 50 100.94 50 58.88 29 174.03 144.00 40 73.60 85 51.95 30 98.13 70 63.09 20 147.20 96.00 50 88.32 40 110.40 25 176.64 HORIZONTAL MUWON PRODUCT VERTICAL MUWON MUWON SPAN TRIBUTARY WIDTH =._WL ._W2 2 HORIZONTAL MUWON GLAZING PRODUCT GLAZING PRODUCT D0 FRANCISCO HERNANDEZ FLORIDA PE f 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305 9952 Fox:(305 28 -5118 Pi a, Nam FL N � to r.41 8UM LT W Drawn By RF Date: 9 -30 -05 scow: NTS Revision: Revision: DRAWING NO. SW- -01 =07 SHEET 4 OF 7 2" X 2" X 1/8" ALUM. ANGLE 14 S.M.S. (2) EA ANGLE ANCHOR TYPE "A" 1° BY OR 2" BY WOOD BY OTHERS Q 1" X 3" ALUM. TUBE 2" X 2" X 1/8" 2 5/8' LONNG 14 S.M.S. (2) EA. ANGLE 1" X 3" 1" X 4" 2" X 4" OR OR X 6 "ALUM. TUBE ANCHOR TYPE "B" 2" X 2" X 1/8" ALUM. ANGLE 14 S.M.S. (2) EA. ANGLE 1" BY OR 2" BY WOOD BY OTHERS 14 S.M,S. 1 1/2" MIN. EMBEDMENT INTO W000 OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (1) PER ANGLE 1' BY OR 2° BY WOOD BY OTHERS: MUWON N • ': 4 2" X 2" X 1/8" ALUM. ANGLE 2 5/8' LONG FOR 3' MULLION 3 5/8" LONG FOR 4' MULLION 5 5/8" LONG FOR 6' MULLION 114 S.M.S. (2) EA, ANGLE ANCHOR TYPE "C" 2" X 2" X 1/8" ALUM. ANGLE 114 S.M.S. (3) EA. ANGLE 1" BY OR 2" BY WOOD BY OTHERS 4 O" " r 4" R 2'4X �6" ALUM TUBE # 14 S.M.S. 1 1/2" MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE. (2) PER ANGLE • 11 14 S.M.S. 1 1/2° MIN. EMBEDMENT INTO W000 OR 1/4° TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (1) PER ANGLE (2) EMA ANGLE I// / I. AFA./ /� /�! T 4.. a 4 • 4 42 • 4 — d ALUM. ANGLE 1/4" TAPCONS 2" MIN. EMBEDMENT INTO CONCRETE 1/2° NOTE: 1- MUWON CONNECTIONS SHOWN ON THIS SHEET ARE APPLICABLE TO VERTICAL OR HORIZONTAL MUWONS. 2- WOOD BUCK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL NOTE ** PROVIDE 2 1/2" MIN. DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION DETAIL OF ATTACHMENT TO PRECAST SILL 2" X 2' X 1/8" ALUM, ANGLE 3 5 /8" LONG FOR 4' MULLION 5 5/8" LONG FOR 6 MUWON /14 S.M.S. (3) EA, ANGLE to 1 14 S.M.S. 1 1/2" MIN. EMBEDMENT " INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE 144" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER ANGLE PRODUCT REVISED as coomblog with &a Florida -No Dote i"l45 FRANCISCO HERNANDEZ FLORIDA PE 51393 Sunshine Windows IJanufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: 305)364 -9952 Fax:(305)828 —5118 Drawn B RF Date 9 -30 -05 Scats: 1 /2 "-1 " Revision: Revlslon: DRAWING No: SW -01 -07 SHEET 5 OF 7 ANCHOR TYPE "A" 1 "X2 "OR 1" X 3' ALUM. TUBE CUP ALUM. 5/8 ° LONG FOR 2" MUWON 2 5/8" LONG FOR 3' MUWON # 14 S.M.S. 1 1/4" MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 EMBEDMENT INTO CONCRETE, (1) PER IEG 1" BY OR 2' BY WOOD BY OTHERS ANCHOR TYPE "B" ANCHOR TYPE "C" 1" BY OR 2' BY WOOD 1' BY OR 2" BY WOOD A BY OTHERS d BY OTHERS 1'X3', 1 "X4" 2" X 4" OR 2" X 6" ALUM. TUBE I4 /�M INTO WOOD OR 1/4' TAPCONS �4" MIN. EMBEDMENT INTO CONCRETE, (1) PER LEG ALUM. CLIP 1/4" TAPCONS 2" MIN. EMBEDMENT INTO CONCRETE 4 , # 14 S.M.S. 1 1/4" MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE. (2) PER LEG ALUMINUM V CUP 2 5/8' LONG FOR 3" MUWON 3 5/8" LONG FOR 4" MULLION 5 5/8' LONG FOR 6° MULLION ALUM. CUP 1" ° " " OR 2" �6" ALUM. TUBE 1' BY OR 2" BY WOOD BY OTHERS 4 ALUMINUM "V' CUP 3 5/8" LONG FOR 4" MUWON 5 5/8" LONG FOR 6" MULLION 14 S.M.S. 1 1/4" MIN. EMBEDMENT INTO WOOD OR 1/4° TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE. (2) PER LEG NOTE: 1— MUWON CONNECTIONS SHOWN ON THIS SHEET ARE APPLICABLE TO VERTICAL OR HORIZONTAL MULLIONS. 2— WOOD BUCK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL NOTE ** PROVIDE 2 1/2" MIN. DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION DETAIL OF ATTACHMENT TO PRECAST SIIII. 4 a 1/4° TAPCONS 1 1/4' MIN. EMBEDMENT INTO CONCRETE, (2) PER LEG d a 2 1/2" FOR 4" MULLION 1/4" TAPCONS 1 1/4' MIN. EMBEDMENT INTO CONCRETE (2) PER LEG PRODUCT REVISED as complying with ass Plaids Mu1dbag Cast@ Ace*Zazegie 02 _ ,str rraffia Cant ea BY Mad 0' FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364-9952 Fox:(305 )828 -5118 ALUMINUM TUBE MULLION DRAWING No SW -01 --0 SHEET 6 OF 7 SECTION A •A ALUMINUM "U" CLIP FOR 1" WIDE TUBES DETAILS OF .MULLION TO MULLION CONNECTIONS FOR 1" WIDE TUBES "V" CLIP FOR 1" WIDE TUBES "V" CLIP FOR 2" WIDE TUBES I>11s i It S . • .4 ate . /4,13;',4 WIZ EC.7. .46:— . .... ',Lip. ..,. Ts1 i:s, if:sde !'ic Qct Came!, Qk 1 del iff7 PIA i —i ce FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364 -9952 Fax:(305)828 -5118 rad a: c Ji 0 a -0 M '"N 87 AD: ink .1121 Drown By: R F Dote: 9 -30 -05 scale: 1/2"=1'' Revision: Revision: DRAWING No: SW -01 -07 SHEET 7 OF 7 5 MailEMMI 10" MAX. FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE #1 AND DESIGN PRESSURES CHART OF THIS SHEET. FOR DETAILS SEE SECTIONS SHOWN ON SHEETS 2 OF 4 AND 3 OF 4. 5" 10" MAX =MO 26 MAX. e0 0/ 1/8" DAYLIGHT 10" MAX. 37" MAX. DOOR WIDTH 0 m 0 5E 4 10" AAX A 26 MAX. 1/8" DAYLIGHT ' G STRIKE • PLATES A 25 1/8" MAX. DAYLIGHT 5" 10" MAX MAX. 10" MAX. 72" MAX. 0 REV. 5" UAX ELEVATIONS DOOR WIDTH MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED DESIGN PRESSURES CHART- PSG' DOOR LEAF WIDTH (NOMINAL) DOOR LEAF ANCHORS PER HEAD AND SILL DOOR HEIGHT (NOMINAL) DOOR LEAF ANCHORS PER JAMB POS. NEG. 39_0" 4 2' -6" 3' -0►, 3 8' -0" 8 70.0 70.0 2'-6" 4 3 6'-8" 7 70.0 70.0 70.0 70.0 70.0 70.0 NOTES: 1. ANCHOR OPTIONS AND NUMBER OF MICHORS: 1/4" ULTRACON BY ELCO 11TH 1 1/2" MIN. EMBEDMENT INTO CONCRETE BLOCK OR #14 S.M.S. WITH 1 1/2° MIN. EMBEDMENT INTO 2° BY WOOD BUCK OR 114 S.M.S. X 1 1/2" IN METAL FOR NU, r OF ANCHORS FOR EACH DOOR UNIT SIZE REFER TO DESIGN PRESSURES CHART. 2. FLUSH BOLTS: TOTAL OF 4 (2 AT ACTIVE LEAF AND 2 AT INACTIVE LEAF AT HAD AND S111) ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE DESIGN PRESSURES ON CHART. 3. (ZING: 5/16" OVERALL LAMINATED GLASS VAIX OF TWO UTES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090" INNER LAYER FILM SAFI.EX- KEEPSAFEE BY SOLUTIA INC. GLAZING PENETRATION 0.533 ". 4. COLONIAL MUNTINS CAN BE APPLIED. 5. FRAME CORNERS CONSIST OF BUR JOINTS FASTENED WITH (2) /10 X 1° PAN HEAD SHEET METAL SCREWS. 6. SEALANT AROUND PERIMETER OF DEAD BOLT, HANDLE, STRIKE PLATES, FLUSH COLTS, FRAI4E, PANEL, ETC. 7, REFERENCE: TEST REPORT FTL -3399 DATED JULY 24, 2002. 8. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. 9. 1° BY OR 2" BY WOOD BUCKS NOT BY SUNSHINE WINDOWS. TO BE DESIGNED SEPARATELY AND SHALL SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 10. DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS REQUIREMENTS PER 2007 FtARIDA BUILDING CODE. PRODUCT REVISE* ass ceoP17W,S %Wa the nitrides 3ui41.1g 040 Acc$ptuaao rte 7 .� to-as-to FRANCtSCQ HERNANOEZ FL. PE 1 51303 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)384 -80.52 Forc(305)828 -5118 _ . FRENCH DOOR IMPACT RESISTANT Drawn 6y: NM Date: 04 -02 -08 Seale: ITS Revision:10 -28 -10 Revision: DRAWING NO. FD08 -01 SHEET 1 OF 4 II! MEWpaggpWMEMIBM MATERIAL LIST PART # SW -38 SW -39 READ. SW -36 SW -37 SW -40928 SW -40 (4 ") 1 PER ANCHOR 1 SW -47 SW -3332 SW -57 SILICONE SW —L1 1 AS REQ'D 3 PER LEAF AS REQ'D 1 2 PER LEAF DESCRIPTION FRENCH DOOR HEAD FRENCH DOOR TOP AND BOTTOM RAIL FRENCH DOOR VERTICAL STILE FRENCH DOOR JAMB FLAT FILL COVER FRENCH DOOR SILL (MILL FINISH) FRENCH DOOR ADAPTER 6063 —T6 6063 —T6 6063 —T6 6063 —T6 6063 —T5 6063 —T6 FIN PILE WEATHER STRIP 8" BUTT HINGE DOW CORNING 995 /PECORA 895 LOCK (LATCH) YALE NEW TRADITIONS' 800 SERIES DEAD BOLT LOCK. KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR SERIES 2510 CONCEALED FLUSH BOLT BY REGENT SCREWS SCREWS AS —REQ'D AS —REO'D IMPACT GLASS: SEE NOTE #3 ON SHEET 1 OF 4 MD GLAZING DETAIL SHOWN ON SHEET 2 OF 4. SW -30 SCREWS AS —REQ'D AS —REQ'D # 10 X 1" # 10 X 1 1/2" 6063 -T5 POLYPROPYLENE 6063 T5 SILICONE METAL METAL APPLIED PERIMETER TRIM 1 8 X 1/2" SMS SMS 6063 —T5 SMS SURFACE MOUNT HANDLE {_ 5.00° OFD HEAD (SW -38) .078" r QFD TOP do BOTTOM RAIL (SW -39) 4.375 FD VERTICAL STILE (SW -36) PERIMETER TRIM HIGH STRENGTH GROUT. MUST BE MIN, 3 KSI. NON SHRINK, NON METAUC, I— ANCHORS 05' FROM CORNERS AND THE REST 010" 0.C. MAX. FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE 1 AND DESIGN PRESSURE CHART ON SHEET 1 OF 4. (TYPICAL. FOR HEAD AND SILL) VERTICAL SECTION 10 -2a Ur) FPAMISo0 HERNANDEZ FL PE # 51393 , _ EN i g '''t It C21 ren M 4,o rin Drown By, NM Sunshine Windows Manufacturing, Inc. 1745 W. 33rd P1ao® Mitch, Rondo 33012 Ph: (305)364 -9982 Fox(305)828 -5118 tV � � O� Dote 04 -02 -08 Scats 1 /2 " =i' RsN�n:10 28-1 Q DRAWING 140. FDO8 ---01 SHEET 3OF4 2 # 10 BY 1" PH. SMS DOOR FRAME UPPER CORNER. 2 # 10 BY 1 " PH. SUS DOOR FRAME BOTTOM CORNER CORNER CONSTRUCTION DETAILS 2 # 10 BY 1 1 /2" PH. SMS DOOR PANEL UPPER CORNER DOOR PANEL BOTTOM CORNER EN ME Sunshine Windows Manufacturing, inc. 1745 W. 33rd Pleas Hialeah. Saida 33012 Ph: (305)384 -9952 Fax:(305)828-5118 El* i 8 ,..+ ,_., Q 44 1 v-4 Q4 O V = W E. N z co,) con Drawn , NM Date: 04 -02 -08 Scale: 1/2•=1' Revialon:10 —28-1Q Revision: DRMWtNG NO. FD08 --O 1 SHEET 4OF4