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WS-11-1849Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 165304 Scheduled Inspection Date: May 01, 2012 Inspector: Bruhn, Norman Owner: JONES, WILLIAM Job Address: 379 NE 94 Street Miami Shores, FL Permit Number: WS -10 -11 -1849 Project: <NONE> Contractor: ETC UNLIMITED INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060136130 Building Department Comments REPLACEMENT OF WINDOWS TO IMPACT ON FIRST AND SECOND FLOOR ON MAIN HOUSE Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 30, 2012 For Inspections please call: (305)762 -4949 Page 1 of 12 s Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 j b ' I INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No.N U 1 Master Permit No. BUILDING PERMIT APPLICATION FBC 21�? Permit Type: BUILDING ROOFING /4/4.4.41-,14 ./T Owner's Name (Fee Simple Titleholder) Owner's Address 3(] q t c I S City m t AlAk. S1(1 Olt ,S State L_ Tenant/Lessee Name /--1 ! f } Email l Phone # X,t? g)-2 Zip 33 f 3-R Job Address (where the work is being done) r Cl Glkl 5 Phone # City Miami Shores Village County Miami -Dade ,Zip 331 3,R FOLIO / PARCEL # I I -3 20(.- ©I 3 - (r31 30 Is Building Historically Designated YES NO ./ Contractor's Company Name Contractor's Address Flood Zone �TC , ILASA.A -C- `kcal • Phone # (b5) 2 8 z- ?3.3 City l Aikk k State F L_ zip 3 3 1 7 3 Qualifier Name CAIZLOS A A. OTEi,© Phone # S) vat 2-- 93k 3 State Certificate or Registration No. act Q. 0 Goi Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 2.2 (Sit Square / Linear Footage f Work: ?) . Type of Work: °Addition °Alteration °New 'Repair eplao ° Demolition Describe Work: t W ********** *** * ** **** ** * * ** * * * * * * * ** ** * *Fe ****** **,***** *r* **** ** ** ** * ***** ****** ****** J Submittal Fee $ Permit Fee $ . CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ '27? r 7 3 See Reverse side 3 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app r ed and a reinspection fee will be charged. Signature /A �.�" '! Signature caner r ge ' Contractor The foregoing instrument was acknowl, = , ed before me this 4 The foregoing instrument was acknowledged before me this 3 day of igZ_, 2011 I , by U1,U MU 3_ Z &)e ,, day of b -f , 20 1 1, by l..AA) s A. o T E Z who • .. ono i known to or who has produced who is personally' known to me or who has produced as identificatio d who did take an oath. As identification and who did take an oath. NOT PUBLIC: Sign: Print: n Nom` C_ 5 C4- t- Q- C k4r My Commission Expires: NOT Sign: PUBLI rint: NefCk RODNEY C. SHRADER MY COMMISSION Ie DD 796803 EXPIRES: June 11, 2012 14 Bonded Thru Notary Pubic Under/den y Commissi • ,� i MERCEDES C. RODRIGUEZ ar. ns MY COMMISSION # DD 873234 "ii'p a;r one Piro Notary Publ c Underwriters ************************* * * * * * * * * * ** ** * * * * * * * * * * * * * **k * * * * * *** **** Jr> t ***k * * *** * * * * * * * * * * * * * * * * * ** 9:***kik APPROVED BY 'Or A47 -17 Plans Examiner Zoning Engineer Clerk checked (Revised 07110 /07XRevised 06/10/2009) :E C. '309274587.6» 305.8830991 •- FE76380'A•M�•• ta7':. ' 6501146-9 -11.4($ IS NO1 A BILL — DO NOT PAY BU3.INESB'•rdAMfg / LOCATION WEN/EV/AL •E.TC'•.W.U•)tITL.b i1htC AECEIPTldO, 155847_0 •7.554' 'S.w "3..3..• CT STATE* C00035466 331;73) UWIN. =AADE COUNTY owNefi ETC :%» LIMI•TED Ia C • +•'lyfe.of j slnasa T►dJS• ro 00 OgljjC £ t ai . a( r axuG CONTRACTOR WORKER /S . auswc9s togseorp.1.•rr 2 611442T• r ` •Zo nAq Ctrosr::bp• Thn 'zocixrr ot("•crna: non tofR P Qit ANT OTHER nx0WJrrola utr/:7>NO 'DR •nesoF_A'9� oU CM "16113. YAV>ACKi'RECW COI.Ct3OTOOilJCbUNYY Tus FIRST -CLASS ,A4.; " U.S. POSrAGS PAID MIAMI, FL F. PEIvII n NO. 231 05/03/2011 600.10000432 000075:00 3Sfr OTHER SIVE 0O NOT FOAWAAD ETC UNLIMITED INC CARLOS : A 0TER0 PRES 75 +4 t* 113 . CT MIAMI 'IL 33173 , iJ�Ali611 �e AAi{ �Jee���i��idfrt�ll 'lelfllrle�llfllellf�l eleli P 1/1 Miami Shores V Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: ti' 3 /%% / / /f''q DATE: /, — / 7-c:907/ 6J, ��. ❑ Contractor ❑ Owner ___g,Architect Picked up 2 sets of plans and (other) Address: 7 j A--/E. c7 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledgecdby: PERMIT CLERK INITIAL: ____te6 RESUBMITTED DATE: / (75 PERMIT CLERK INITIAL: Permit No: 11 -1849 Job Name: October 12, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide scope of work on plans. Show existing conditions on all altered openings. Are they new openings bigger, smaller, or no change? Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Pk( 305 - NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION P E R M I T NO. TAX FOLIO NO.11- 320(0- 01 3 " 61 *D STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 11111111111111111111111111111111111111111 .1111 C:FN 2011.R0732113 OR Bk 27877 F's 0833; (1os) RECORDED 10/28,/2011 15:06:t5 HARVEY MIN? CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street address: 1,34-c,„ (c 14, 1? 31 In(k y C AilmLogizel UL 2. Description of improvement grip an f /2 %GO S 3. Owner (s) name and address: 1 A-rUl Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: SSG -AM-� 5. Surety: (Payment bond required by owner from contracto. Name and address: Amount of bond: $ ,tfrt Pei ;lr40 ",! .. 1 6. Lender's name and address: PAY atfi 2.41 *�o`�rt,_ JJ /: 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: 1 Name and address: 1 8.In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b) 7., Florida Statutes: Name and address: /) 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) — s- Al' III - of Owner Print Owner's Name L / 8 S Prepared by: OieltAD6.1.4.1.44.--p Sworn to and 'bed be r s me this 5` may o - ! , 20 � �� � 4 ��l Notary Public Address: / ��� %� Lt/Ga� old [� � /� Print Notary's Name 4tCh e''-t e -O - t -',% M y Commission Expires: 4d It' li.- RODNEYC. SHRADE i EXPIRES: Ame 11, 2012 Bonded Tin Wary Pubic Uderwrites cif s BY:.... BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372-6339 NOTICE OF PTANC (NOA) www.maimidade.aov/buildinacode. CGI Winduws 10100 Sco This e l n g` v e applicable rules and regulations governing the use of construction materials-The do 0 u n�hti n au fled has been reviewed by Miami Dade County Product Control Division and the : Or of Ruies and Appeals (BORA) to be used in Miami Dade County and other areas where oived e,Avi rity Having Jurisdiction (AHJ). This NO sl t °tie valid after the expiration date stated below. The Miami Dade County Product Control Division (IirMiami 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 with #373 Framing Member - L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -13, titled "Mullion Elevations and Details ", sheets 1 through 5 of 5, dated 11/25/95 with revision D dated 05/22/08, prepared by Al-Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. 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 ofthe product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07 -0312.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. APPROVEDI NOA No. 08- 0429.04 Expiration Date: April 26, 2012 Approval Date: June 26, 2008 Page 1 CGI Windows & Doo NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M95 -13, titled "Mullion Elevations and Details ", Sheets 1 through 5 of 5, dated 11/25/95 with revision D dated 05/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of aluminum fixed windows mulled together, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL- 0080- 0105 -08, dated 3/26/08, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC PA- 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 96 -525, dated February 12,1995 signed and sealed by Hector Medina, P.E. (Submitted under NOA#02- 0123.07) 3. Test reports on: 1) Large Missile Impact Test, Loading per FBC PA 201 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 96 -525, dated 10/30/95, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA#02- 0123.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 4/14/08 and 5/28 /08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E -1 Manuel P a Product Control i er NOA No. 08-0429.04 Expiration Date: April 26, 2012 Approval Date: June 26, 2008 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated April 14, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated April 14, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. HTL- 0080 - 0105 -08 issued by Hurricane Test Laboratory, Inc., dated 3/26/08, signed and sealed by Vinu J. Abraham, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0312.03, issued to Construction Glass Industries Corporation for their Aluminum Tube Mullion with #373 Framing Member — L.M.I., approved on 06/14/07 and expiring on 04 /26/08. Manuel P Product Control er NOA No. i : .04 Expiration Date: April 26, 2012 Approval Date: June 26, 2008 E -2 4t BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, Fl. 33172 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.mainddade.sov/buildinzcode 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 238 Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W98- 100, titled "Series -238 Aluminum Casement Window, sheets 1,1.1,2, 3, 4, 5, 5.1, 6 & 7 of 7, dated 12/04/98 with revision E dated 08/25/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 08-0915.05 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No., 08- 1010.02 Expiration Date: October 26, 2013 Approval Date: December 11, 2008 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98 -100, titled "Series -238 Aluminum Casement Window, sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 & 7 of 7, dated 12/04/98 with revision E dated 08/25 /08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test report on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Hurricane Testing Lab, Inc., Test Reports No: HTL- 0080 - 0301 -07, dated 09/21/07 for specimen A & B and H 1- 0080-0905- 07, dated 10/12/06 for specimen B & C, signed and sealed by Vinu J. Abraham, P.E. 2. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI -08 -2143 dated 06/27/08, signed and sealed by Candido F. Font, P.E. 3. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI -07 -4298 dated 07/17/08, signed and sealed by Candido F. Font, P.E. 4. Test report on: 1) Air Infiltration Test, per ASTM E283. 2) Uniform Static Air Pressure Test, Loading per ASTM E330. 3) Water Resistance Test, per ASTM E547/E331. along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL- 1003, dated 10/14/94 and FTL -1041 dated 10/14/94, signed and sealed by Yamil Kuri, P.E. ( Submitted under previous NOA# 01- 1002.03) 5. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of alum. fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc. Report No. HTL -0080- 0303 -96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA# 01- 1002.03) E -1 Mann P Product Control NOA No. 0 ' . 2 Expiration Date: October 26, 2013 Approval Date: December 11, 2008 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, 6. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of alum. fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL- 0080 - 0303 -96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (For reference only). (Submitted under previous NOA# 06-0829.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 08/23/08, 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. 06-0216.06 issued to Solutia Inc. for their "Safler IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 2. Notice of Acceptance No. 08-0520.08 issued to Solutia, Inc. for their "Vanceva Composites Glass Iuterlayer" dated 07/17/08, expiring on 12/11/13. 3. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance, dated August 23, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated August 23, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Reports No. HTL- 0080- 0301 -07 and HTL- 0080-0905-07, issued by Hurricane Test Laboratory, Inc., dated August 8, 2008, signed and sealed by Vinu J. Abraham, P.E. G. OTHER 1. Notice. of Acceptance No. 08- 0915.05, issued to CGI Windows & Doors for their Series 238 Outswing Aluminum Casement Window — L.M.I., approved on 11/20/08 and expiring on 10/26/09. Mane Product Control NOA No. 08- Expiration Date: October 26, 2013 Approval Date: December 11, 2008 E -2 2.965 .080 TYP. FRAME CGI -373 6063 —T6 .715 1.875 L 125 MULLION CLIP CGI -383 6063 —T6 FRAME CGI -386 6063 —T6 �- 1.625 --o I CGI —387 6063 —T6 2215— .160 1500 .100 .875 .750 I� 1.865 --�I VENT CGI -3871G 6063 —T6 2.000 .125 MULLION CUP 6063 —T6 2.000 FRAME MEMBER CGI -373 3.000 4,000 FRAME MEMBER CGI -373 i..o.d VENT MEMBER CGI -3871G .000 ALL MUWONS: 6063 —T6 ALLOY, 1/8" TYP. WALL THICKNESS MULLIONS CONTAINING WINDOW FRAME MEMBERS AT EACH SIDE HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ALUMINUM TUBE MULLION WINDOW FRAME MEMBER INCLUDED IN PROPERTIES USE WITH: 1— FRAMING MEMBER #373 2— FRAMING MEMBER #386 + 387 3— FRAMING MEMBER #386 + 387IG ALSO ANY COMBINATIONS OF ABOVE. NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ): ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STIiCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS 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. THESE MUWONS ARE RATED FOR IARGE MISSILE IMPACT FRAME MEMBER CGI -388 VENT MEMBER CGI -387 INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE CONNECTION OF WINDOWS TO MULUON AS PER PRODUCT APPROVAL. USING GRAPHS ON SHEET 2 de 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING GRAPHS ON SHEET 2 & 3 VERIFY ANCHOR CAPACITY WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. CAPACITY OF CGI GLAZING PRODUCTS AND MULLION MUST EQUAL OR EXCEED REQUIRED LOADS. Inn DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 116557 C.A.N. 1ODUCT REVISED complying with the Florida >Illoldirg C't Acceptance NO 0 pira)1011 I)SSC 4 2008 :'I • .04. .111r< 012 ade Product Illy Meet DILIc a Qit I CC 00. Ot 0 co afi>, o otlQa 041 E CC fix Zy- .1a103.1- algiO M I 0I oy 2 0 3 MULLION ELEVATIONS AND DETAILS c O L. m FAX. (305) 593 -6592 0 n c 0 y v 4 0 U 8 8 m g a O ,c i 1- 0 4 N 6 B 101.16.021 T.H 0 0 s 01 0 0 c date: 11 -25 -95 1 • 0 V 0 1 drawing no. M95 -13 sheet 1 of 5 sheet 2of 5 ) CUP ANCHORS LL UJ Q 1 •° 0 J z H (0 0 MULLION LOAD CHART CONSULT CORRESPONDING NOA FOR WINDOW ANCHOR LOCATIONS HORIZONTAL MUWON ID m 07 MULLION LOAD CHART =1 x 3 TUBE MULL M1X3 -2 -•-* GLAZING PRODUCT 1 x 2 TUBE MULL M1X2 -2 2L MI&- MUWON GLAZING PRODUCT 11 !J 1 x 4 TUBE MULL M1X4 -2 MEI 0 -5 /S MULL SPAN m 'IL. -_ 54" =MEI .1111MBELNIN IIMMIIIM = = 63" LL SPAN 20 L BE 63" MULL SPAN ULL SPAN ,- L SPAN IIE■L__ `-nil,`_ filli „-111'311- E. _`,.`_ 72" MJLL SPAN -1■,,- CR 11=11N1 "' _ - -�m....._ _ 111 35 WIDTH 40 45 — INCHES ' 50 SE _` =4 II 84" 20 25 30 TRIBUTARY 35 40 WIDTH 45 - INCHES 50 5E CONSULT CORRESPONDING NOA FOR WINDOW ANCHOR LOCATIONS HORIZONTAL MUWON ID m 07 MULLION LOAD CHART =1 x 3 TUBE MULL M1X3 -2 o i. m H GLAZING PRODUCT 54" 1 VERTICAL MUWON GLAZING PRODUCT 11 !J 1 x 4 TUBE MULL M1X4 -2 MEI NM= -_- -_ 54" =MEI .1111MBELNIN IIMMIIIM = = 63" LL SPAN --,EMI 63" MULL SPAN ULL SPAN 110111111110 IIE■L__ `-nil,`_ „-111'311- E. _`,.`_ 72" MJLL SPAN -1■,,- "' _ - A25 r ' 20 25 „30 TRIBUTARY 111 35 WIDTH 40 45 — INCHES ' 50 SE 84" v� 96" 20 25 30 35 40 45 50 5! W1 CUP ANCHORS W2 GLAZING PRODUCT 55 CUP ANCHORS O ID O J MUWON SPAN TRIBUTARY WIDTH — wt + W2 2 TYPICAL MULLION ARRANGEMENTS Z ID O N H O 1 — W 0 ID ID 0) TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART m CD ID U. '"1 O 1 et A 0 Q 0 ID J N H ID N ID LJ 0 0 MULLION LOAD CHART o i. m H GLAZING PRODUCT II 1 VERTICAL MUWON GLAZING PRODUCT 11 !J W1 CUP ANCHORS W2 GLAZING PRODUCT 55 CUP ANCHORS O ID O J MUWON SPAN TRIBUTARY WIDTH — wt + W2 2 TYPICAL MULLION ARRANGEMENTS Z ID O N H O 1 — W 0 ID ID 0) TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART m CD ID U. '"1 O 1 et A 0 Q 0 ID J N H ID N ID LJ 0 0 MULLION LOAD CHART 1 1 --- _-- 0 -5 /B' 1 x 4 TUBE MULL M1X4 -2 MEI NM= -_- -_ 54" =MEI .1111MBELNIN IIMMIIIM = OM 161011 --,EMI 63" MULL SPAN ULL SPAN 110111111110 IIE■L__ `-nil,`_ „-111'311- E. _`,.`_ 72" MJLL SPAN -1■,,- "' _ - A25 r ' 20 25 „30 TRIBUTARY 111 35 WIDTH 40 45 — INCHES ' 50 SE 84" 96 120" 20 25 30 35 40 45 50 5! 1 1 --- _-- 0 -5 /B' MEI NM= -_- -_ 54" =MEI .1111MBELNIN IIMMIIIM OM 161011 --,EMI ULL SPAN 110111111110 IIE■L__ `-nil,`_ „-111'311- _`,.`_ -1■,,- "' _ - A25 r ' 20 25 „30 TRIBUTARY 111 35 WIDTH 40 45 — INCHES ' 50 SE TRIBUTARY WIDTH - INCHES MULLION AND ANCHOR CHARTS ON THIS SHEET APPLY TO MUWON CONDITIONS SHOWN ON ELEVATIONS AT LEFT ONLY. Engl.: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 Pf2,0DUCT REV @SE® s cfralF with Ow IM& p� ra.,,mkv film Vona @We 201 P,y PA , , s Dade Vrodeset NO 0 z - I- W 0 Ov v0 '4 o m da a W3� ti. Zti)� J0(')_ J 00 t[S O 3 MULLION ELEVATIONS AND DETAILS FAX. (305) 593 -6592 0 a 0 0 C O 0 O O 0 0I A 0 r drawing no. M95 -13 ) CUP ANCHORS L1. to O -J z O H t!) ❑ m TRANSOM MULL LOAD CHART N TRANSOM MULL T1X3 1x2 TRANSOM MULL 1 11 N T1 X2- 1 11111111111111 NI 1,1 ' ■■■® NI 38-1/4 - —1 111111111111 1 ammo. ■ 111111 _-M11_-__ . 1 111111111111 1 111111 , ,1 1 111111111111 1 m M 111111 " _M-- ` '"' - 53" MULL SPAN 111111111111111111 1 9_ 11111.. r8 -1/4" LL SPAN -r _ _'_� 9 - ' 1 111111111111111111 F. MIR iTill 9 - Eirms71 Mill 30 40 S0 60 70 81 TRIBUTARY WIDTH - INCHES CONSULT CORRESPONDING NOA FOR WINDOW ANCHOR LOCATIONS HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE /,' ∎`, /,, �. GLAZING ‘ PRODUCT ■ ∎` 3 CUP ANCHORS . GLAZING GLAZING PRODUCT PRODUCT MUWON SPAN TRIBUTARY WIDTH = Wt + W2 2 TYPICAL MULLION ARRANGEMENTS DESIGN LOAD - PSF TRANSOM MULL LOAD CHART N =1x3 = ®_ TRANSOM MULL T1X3 iiillil 111121 1 11 N - 11111111111111 NI SI ' ■■■® TRIBUTARY WIDTH = Wt + W2 2 TYPICAL MULLION ARRANGEMENTS DESIGN LOAD - PSF TRANSOM MULL LOAD CHART N =1x3 = ®_ TRANSOM MULL T1X3 iiillil 111121 1 11 N - 11111111111111 NI SI ' ■■■® NI 38-1/4 - .1 - 111111111111 1 ammo. ■ m: 111111 _-M11_-__ . 1 111111111111 1 111111 , ,1 1 111111111111 1 9 - 111111 " _M-- ` '"' - 53" MULL SPAN 111111111111111111 1 9_ 11111.. .9 1 -r _ _'_� 9 - ' 1 111111111111111111 F. iTill 9 - D _ 74- m) - 30 40. . 50.. 60. 70. , Si L to a 1 0 0 J z C7 H to W TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART LL N a O J z H N W ❑ N 1x4 TRANSOM MULL T1X4 -1 iiillil 111121 E 1 11 N - 11111111111111 NI AM N ' ■■■® NI MULL SPA n 1 111111111111 1 ammo. ■ 111111 _-M11_-__ . 1 111111111111 1 111111 , ,1 1 111111111111 1 111111 " _M-- ` Eareariiii `'_ n 111111111111111111 1 30, 40, 50, 60 70, 81 11111.. .9 1 111111111E11 1 _'_� ' 1 111111111111111111 F. iTill TRANSOM MULL LOAD CHART N p 1x4 TRANSOM MULL T1X4 -1 iiillil 111121 -, - 11111111111111 ' ■■■® MULL SPA 2 ammo. _-M11_-__ 9 ' , _- " _M-- ` Eareariiii `'_ n 30, 40, 50, 60 70, 81 TRIBUTARY WIDTH - INCHES MUWON AND ANCHOR CHARTS ON THIS SHEET APPLY TO HORIZONTAL MUWON AND IT'S END ANCHORS ONLY. Engr. DR. HUMAYOUN FAROOQ ZTRUCTURES FLA. PE # 16557 C.A.N. 3 38 PRODUCT REVISED as emptying with tin Florida Dddkig Cede ♦geptonce Rio 'Expiration Date • I • Ln co • 2 Fe sla p D FAX. (305) 593 -6592 t C O a� 8 2 PER BCCO COMMENTS "ra m 0 �. o cc 0 0 0 0 c a • drawing no. M95 -13 (sheet 3of 5 (sheet 4 of 5 ) MUWON MUWON a' • L � LEI YYY� 1fl°- N TYPICAL. ANCHORS 2 PER CUP ILAN s INTO 2BY WOOD BUCKS OR WOOD STRUCTURE LW! ■ ■YY� u�r -n"-- . d MUWON 1 4 a4 'TYPICAL ANCHORS 2 PER CLIP IL'JI ` Lit Yom■- WILLIMPATILIM THRU 1 BY BUCKS INTO CONC. OR MASONRY r 1 TYPICAL ANCHORS 2 PER CUP 4 e 4 PRECAST CONC. • s • SILL .4 U O 4 4. z . ILJI ■■ DIRECTLY INTO CONC. OR MASONRY ILJI MUWON .LJI u YY� 1/ 1 METAL STRUCTURE INTO METAL STRUCTURES MUWON Lit ■■. 44 4 a _ • =$ OFFSET CLIP OPTION MUWON 4 • Al 44 . • ALUM CHANNEL 1" X 3/4" X 1" X 1/8° LENGTH TO FIT SNUG INTO MULUON ACCESS HOLE #12 S.M.S. 2/ CHANNEL TUBE MUWON THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION . #12 X 3/4 FH SMS 1 PER CUP AT 0C2 & 1X3 MULLION 2 PER CLJP AT 1X4 MUWON TUBE MULLION ANCHOR DETAIL #1, TYPICAL ANCHORS: — 1/4" TAPCONS BY 'ELCO' INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY "' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN. CONTACT WITH _ALUM: TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2° MIN. Engl.: DR. HUMAYOUN FAROOQ STRUCTURES FLA PE # 16557 C.A.N. 3538 4 200 PE2O1211JC. F REVISED or awn/dying with the Florida Diddles Code Acceptance No to Date� r Pi,/ /- Product dir z 0 �■ w 0 e � a O O. IZ 0 0t a Lam O asB 3d� 4 Waif M 1 tO 2 z 0 9 to z 0 a z 3 Ow cn rcZi ZZLLt 0 goy FAX. (305) 593 -6592 c 0 n 0 C 0 0 0 qo 8 0 0 0 c U 0 m • 1 • o_ A drawing no. M95 -13 (sheet 5 of 5 J MUWON MUWON 1.250 MIN. rY� 11'. 28Y W•.. :• CT blibtah, OR • - ••� STRUCTURES TYPICAL ANCHORS 1 PER ANGLE ash INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ri LI 1BY WOOD BU 1 e• 4. D. MUWON #14 SMS 2 PER ANGLE 1YPICAI. ANCHORS #14 SMS 1 PER ANGLE ■ ■ 2 PER ANGLE 4: 4 D" . : YYY. . •D • p a THRU 1BY BUCKS INTO CONC. OR MASONRY 1.250A MIN. I 1 I Y elb MUWON - TYPICAL ANCHORS #14 SMS 1 PER ANGLE • • 2 PER ANGLE .e 9 • PRELA$T4CONC. • SILL' . 4 8 d • v 44 .-a A, • DIRECTLY INTO CONC. OR MASONRY 1.250 MIN. METAL STRUCTURE INTO METAL STRUCTURES MUWON °a M 44 a M TYPICAL ANCHORS 1 PER ANGLE Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 0 4 200f PRODUCT REVISED as comidying with the ileridlt Diddles Code Aeeeptasee No Date 87 .04. 2012 Dade hodatt C Z co o aE J O o frg Ot C Oda'o c .Soma Fagg J O 0 • 0 0 m 0 0 0 co 1eccle: 1/2' 0 1. drawing no. M95 -13 SNUBBER AT IMPACT WINDOWS ONLY GENERAL WINDOW SECTIONS FLANGE FRAME VENT WIDTH WINDOW WIDTH EXTERIOR 0 4 0 0 c� x 0 z FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. If CAM LOCKS 2 LOCK POINTS ALL SIZES D.L. OPG. 2 1/2" VENT WIDTH WINDOW WIDTH WINDOW WIDTH VENT WIDTH WW -2" D.L OPG. WW -7" 6" MAX. TYP. HEAD /SILL CORNERS MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 42" 2 63" 3 84" 4 NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. II II II II II II N '1 IL" 24" MAX. TYP. AT HEAD /SILL m 0 0 cnxg N TYPICAL ELEVATION (FLANGE FRAME) SURFACE APPLIED FALSE MUNTINS OPTIONAL m FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. DR. HUMAVOUN FAROOQ STF UCTURES FLA. PE 3 18557 CAN. 3538 PRODUCT REVISED as complying with tale Fled* Voiding Cody Atteiftnee No i Date + fkj:. 1 2 2008 DP 119t9tnd d e Product Mist v, g. , 03 Z 0d a. rg 0t o o a. < 2; 00103E' WAe .. Id m 0 0 co n. 0 0 aI 8 SERIES -238 ALUMINUM O 0 m 2 1 F lv ca T c 0 a, m 0 v 0 0 s m d 0 b a N O iJ 0 a m 0 0 W 0 r u drawing no. W98 -100 (sheet 1 of 7 SNUBBER -AT IMPACT WINDOWS ONLY 3/4° D.L OPG. VENT WIDTH WINDOW WIDTH EXTERIOR o GENERAL WINDOW SECTIONS EQUAL LEG FRAME i a 0 FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS 2 LOCK POINTS ALL SIZES D.L OPG. 2 1/2" VENT WIDTH 3/4° WINDOW WIDTH WINDOW WIDTH VENT WIDTH WW -1 1 /2° D.L OPG. WW -6 1/2° 6" MAX. TYP. HEAD/SILL CORNERS MAXIM MULTI POINT LOCK BY 'TRUTH. ALT. TO CAM LOCKS MAX. WDW. LOCK HEIGHT POINTS 42" 2 63" 3 84° 4 11 11 \ II _= II TYPICAL ELEVATION (EQUAL LEG FRAME) Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE f 16557 CAN. 3538 ce co La <D SURFACE APPLIED FALSE MUNTINS OPTIONAL 1 24° MAX. TYP. AT HEAD /SILL PKODUCT REVISED es cos ItlyI ng with the floM Britikm Code Aseeptenee Imo 08 1 0. 12 het Date 'C Ara We Pradast re" z n 8g el O 0aa..ao'4 re it 4Wc g z ri W a U t CASEMENT WINDOW J Inch M oW g cn CI 3. 0 Zz go -„ 73 4S to 0 v c n U Ol 0 0 0 0 0 C W 1 a A LT drawing no. W98 -100 (sheet tie of 7 2.075 1.757 1.000 1.307 .090 TYP. 1.875 2215 2.465 .720 1.438 .080 TYP. CORNER KEY CORNER KEY .060 THICK ST. STEEL .062 THICK ALUMINUM FLANGE FRAME VENT (5/16° LAM. GLASS 2.075 1.757 —µ-I .090 TYP. 1.057 2 485 2.715 VENT CORNER .720 —I 1.438 EQUAL LEG FRAME L- -1.624 ---I VENT (INSUL LAM. GLASS ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPI1ER /REMARKS 1 ON-373 4 FLANGE FRAME 6083 —T6 INDALEX OR EQUN. 1A COI -397 4 EQUAL LEG FRAME 6083 —T6 INDAID( OR EQUIV. 2 CGI -378 4 VENT (5/16' LAM. GLASS) 6063 —T6 INDALEX OR EQUIV. 2B CGI -381 4 VENT (INSUL LAM. GLASS) 6063 —T6 INDALEX OR EQUIV. 2C 001 -385 4 VENT (7/16' LAM. GLASS) 6063 —T6 INDALEX OR EQUIV. 3 CM-375 4 OGEE GLAZING BEAD 6063 —T5 INDALEX OR EQUIV. 3A COI -396 4 SQUARE GLAZING BEAD 6063 —T5 INDALEX OR EQUIV. 4 — 4 .060 THICK CORNER KEY ALUMINUM — 5 — 8 .080 THICK CORNER KEY ST. STEEL — 6 AP -425 AS READ. FRAME WEATHERSTRIPPING — SCHLEGEL APTUS 7 Q200 X190 AS READ. VENT WEATHERSTRIPPING — SCHLEGEL 0—LON 8 35 -10 -00 -101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH. ATTACHED W/ (6) #8 X 3/8" SS SMS 9 24 -13-00 -202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SMS 9A — 2/ VENT MULTI POINT LOCK — — 10 — 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8' SS SMS 11 23 -20-00 -101 1 OPERATOR HANDLE STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS 13 — 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS — #10 X 1 -1/4' SS SMS .090 TYP. CGI -375: OGEE GLAZING STOP CGI -396: SQUARE GLAZING STOP !ADDUCT REVISED 414 complying with to Ftatide Accopla noa No 1; ' _ 0 • EuLaia� boot Dago %3c1/< • Firedog FRAME CORNER Mei � oP drawing no. W98 -100 1/8° ANN. GLASS .090 INTERLAYER SAFLEX PVB BY ' SOLUTIA' 1/8" ANN. GLASS ! SILICONE GE-1200 DOW 995 DOW 899 5/16" NOMINAL GLASS TYPE '2' 3/16" ANN. GLASS r- .090 SAFLEX PVB BY 'SOLUTIA' INTERLAYERS .075 VANCEVA STORMGLASS BY ' SOLUTIA' 1- .090 SENTRYGLAS PLUS BY 'DUPONT' 3/16" ANN. GLASS 7/16" NOMINAL GLASS TYPE '3' SILICONE GE -1200 DOW 995 DOW 899 3/16" HEAT STREN'D GLASS - .090 SAFLEX PVB BY ' SOLUTIA' INTERLAYERS - .075 VANCEVA STORMGLASS BY ' SOLUTIA' - .090 SENTRYGLAS PLUS BY 'DUPONT' 3/16' HEAT STREN'D GLASS 7/16" NOMINAL GLASS TYPE '6' DOW 999 DOW 899 SILICONE GE -1200 DOW 995 DOW 899 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAUS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE 'S' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE 'S' GLASS TYPE '0' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 20" 24" 28° 30" 32" 36" 40° 42" 36' 110.0 194.3 110.0 195.0 110.0 195.0 20° 24° 28" 30" 32" 66" 86.7 86.7 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 110.0 138.8 110.0 195.0 110.0 195.0 64.2 64.2 110.0 120.0 110.0 120.0 110'0 129.5 110.0 195.0 110.0 195.0 60.6 60.6 110.0 120.0 110.0 120.0 110.0 121.4 110.0 195.0 110.0 195.0 57.5 57.5 110.0 120.0 110.0 120.0 107.9 107.9 110.0 195.0 110.0 195.0 20" 24" 28" 30" 32" 72° 66.4 66.4 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 56.1 56.1 110.0 120.0 110.0 120.0 92.5 92.5 110.0 120.0 - - 48.9 48.9 110.0 120.0 110.0 120.0 20" 24° 28" 30" 32" 36" 40" 42" 42" 110.0 166.5 110.0 195.0 110.0 195.0 46.0 46.0 110.0 120.0 110.0 120.0 110.0 138.8 110.0 195.0 110.0 195.0 43.6 43.6 110.0 120.0 110.0 120.0 110.0 118.9 110.0 195.0 110.0 195.0 20" 24" 28° 30" 78" 52.0 52.0 110.0 120.0 110.0 120.0 110.0 11 tO 110.0 195.0 110.0 195.0 43.8 43.8 110.0 120.0 110.0 120.0 '104.1 104.1 110.0 195.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 92.5 ) 92.5 110.0 120.0 110.0 120.0 - - 110.0 120.0 - - 83.3 83.3 110.0 120.0 110.0 120.0 20" 24" 28" 84' 41.5 41.5 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 - - 34.9 34.9 110.0 120.0 110.0 120.0 20° 24" 28" 30" 32° 36' 40" 42" 48" 110.0 145.7 110.0 195.0 110.0 195.0 - - 110.0 120.0 - - 110.0 121.4 110.0 195.0 110.0 195.0 19 -1/8" 26 -1/2" 3? 42' 26 110.0 195.0 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 110.0 195.0 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 110.0 145.4 110.0 195.0 110.0 195.0 91.1 91.1 110.0 120.0 110.0 120.0 110.0 128.1 110.0 195.0 110.0 195.0 80.9 80.9 110.0 120.0 110.0 120.0 19 -1/8" 26 -1/2° 37' 42" 38 -3/8" 110.0 190.6 110.0 195.0 110.0 195.0 72.8 72.8 110.0 120.0 110.0 120.0 110.0 137.5 110.0 195.0 110.0 195.0 69.4 69.4 110.0 120.0 - - 98.5 98.5 110.0 194.5 110.0 120.0 20" 24" 28" 30" 32' 36" 40° 42" 54' 110.0 129.5 110.0 195.0 110.0 195.0 86.8 86.8 110.0 120.0 110.0 120.0 98.0 107.9 110.0 195.0 110.0 195.0 19 -1/8" 26 -1/2' 37' 42' 50 -5/8" 110.0 144.5 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 99.7 104.3 110.0 195.0 110.0 195.0 84.4 86.3 110.0 120.0 110.0 120.0 74.7 74.7 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 19 -1/8" 26 -1/2" 37" 19 -1/8° 26-1/2" 63 " 74 -1/4" 96.7 104.2 110.0 195.0 110.0 195.0 64.8 64.8 110.0 120.0 110.0 120.0 74.9 77.9 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 - - ( 60.0 63.0 r 60.0 63.0 110.0 110.0 120.0 195.0 110.0 110.0 120.0 120.0 20" 24" 28" 30° 32' 36" 98.8 112.6 110.0 195.0 110.0 195.0 85.8 95.4 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 76.7 83.3 110.0 120.0 110.0 120.0 NOTE: LOAD /AREA LIMITS FOR +110.0, +110.0, PSF = 16.34 SQ. FT. PSF = 10.00 SQ. FT. -120.0 -195.0 60" 73.2 77.7 110.0 120.0 110.0 120.0 70.2 72.8 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 SQUARE BEAD OPTIONAL ALL GLASS TYPES Fel.1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr. DR. HU1RAi'OUN FA.ROOQ STRUC LURES PRODUCT' IREVI&eD FIA. PE # 16557 ay Coingdyh9g with the F OTkt C.A.N. 3538 &111 ^ < >, Cede twneplas.at Mm 0 adan Vote SEP -238 ALUMINUM CASEMENT WINDO W N 0 0 0 01 a. 0 1 .-. 01 0 g C 0 c 0 H m U 2 0 0 v s 8 8 O 8 8 8 8 c 01 m U 0 W • 1 • 1 0 drawing no. W98 -100 sheet 3of 7 1/8" TEMP. GLASS AIR SPACE 1/8° ANN. GLASS 1/8" TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS 090 SAFLEX PVB BY 'SOLUTIA' INTERLAYERS .075 VANCEVA STORMGLASS BY 'SOLUTW' .090 SENTRYGLAS PLUS BY 'DUPONT' 1/8" ANN. GLASS 3/4" INSULATED GLASS TYPE '2A' SILICONE GE -1200 DON 995 DOW 899 r .090 SAFLEX PVB BY 'SOLUTIA' INTERLAYERS -f - .075 VANCEVA STORMGLASS BY 'SOLUTIA' IIII�___ .090 SENTRYGLAS PLUS BY ' DUPONT' 1/8" TEMP. GLASS 3/4" INSULATED GLASS TYPE '3A' SILICONE GE -1200 DOW 995 DOW 899 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO MEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS• NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1NT. ( -) WIDTH HEIGHT BIT. (+) 1 NT. ( -) EXT. ( +) 1 NT. ( -) 20" 24" 28" 30° 32" 36" 40" 42" 36' 110.0 194.3 110.0 195.0 20° 66" 86.7 86.7 110.0 169.0 110.0 161.9 110.0 195.0 24" 73.4 73.4 110.0 120.0 110.0 138.8 110.0 195.0 28" 64.2 64.2 110.0 120.0 110.0 129.5 110.0 195.0 30" 60.6 60.6 110.0 118.2 110.0 121.4 110.0 195.0 32" 57.5 57.5 110.0 112.2 107.9 107.9 110.0 195.0 20" 72" 66.4 66.4 110.0 120.0 97.1 97.1 110.0 120.0 24° 56.1 56.1 109.3 109.3 92.5 92.5 110.0 120.0 28" 48.9 48.9 95.3 95.3 20" 24" 28" 30° 32" • 36" 40° 42" 42, 110.0 166.5 110.0 195.0 30" 46.0 46.0 89.8 89.8 110.0 138.8 110.0 195.0 32" 43.6 43.6 85.0 85.0 110.0 118.9 110.0 195.0 20" 78" 52.0 52.0 101.3 101.3 110.0 111.0 110.0 195.0 24" 43.8 43.8 85.4 85.4 104.1 104.1 110.0 120.0 28" 38.1 38.1 74.3 74.3 92.5 92.5 110.0 120.0 20" 24" " 41.5 41.5 80.8 80.8 83.3 83.3 110.0 120.0 34.9 34.9 68.0 68.0 79.3 79.3 110.0 120.0 19 -1/8' 26 -1/2" 37" 42" 26" 110.0 195.0 110.0 195.0 20" 24" 28" 30" 32' 36" 40" 42' 48" 110.0 145.7 110.0 195.0 110.0 203.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 145.4 110.0 195.0 104.1 104.1 110.0 120.0 110.0 128.1 110.0 195.0 97.1 97.1 110.0 120.0 19 -1/8" 26 -1/2" 37" 42" 38 -3/8" 110.0 190.6 110.0 195.0 91.1 91.1 110.0 120.0 110.0 137.5 110.0 195.0 80.9 80.9 110.0 120.0 98.5 98.5 110.0 120.0 72.8 72.8 110.0 120.0 86.8 86.8 110.0 120.0 69.4 69.4 110.0 120.0 19 -1/8" 26-1/r 37" 42" 50 -5/8" 110.0 144.5 110.0 195.0 20' 24° 28" 30" 32" 36" 40" 42" 110.0 129.5 110.0 195.0 99.7 104.3 110.0 195.0 98.0 107.9 110.0 195.0 74.7 74.7 110.0 120.0 92.5 92.5 110.0 120.0 65.8 65.8 110.0 120.0 84.4 86.3 110.0 120.0 19 -1/8" 26 -1/2" 37" 96.7 104.2 110.0 195.0 80.9 80.9 110.0 120.0 63" 74.9 77.9 110.0 120.0 71.9 71.9 110.0 120.0 60.0 60.0 110.0 117.0 64.8 64.8 110.0 120.0 19-1/8" 26 -1/2" 74-1/4' 63.0 63.0 110.0 120.0 61.7 61.7 110.0 120.0 46.6 46.6 90.9 90.9 20" 24" 28" 30° 32" 36" 98.8 112.6 110.0 195.0 NOTE: LOAD /AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. 85.8 95.4 110.0 120.0 76.7 83.3 110.0 120.0 60 73.2 77.7 110.0 120.0 70.2 72.8 110.0 120.0 64.8 64.8 110.0 120.0 SQUARE BEAD OPTIONAL ALL GLASS TYPES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 DR. HUMAYOUN FAR000 STRUCTURES FLA. PE ; 16557 C.A.N. 3538 SEP 1 PRODUCT REVISED as 'corn plying with the Hark!' 1rorjd12 Cods Aotopealse No Date • •. 0 A 02 de Folded 3 ■ to 1 a 0 0 Z ro 11: W 0 ttsrs O: O '" Od rg C 06 v00 M C aQa mg O 101.1.1 4 615 g N Ol (00 I M rn 0, Sw 3 04 7) 13 3 0 0�v r Q ( m c 0 m 0 0 to m "0 NO CHANGE THIS SHEET T 4, a v s N S a_ O 5 5 N B 0 c 0 0 W f a 8 s CO 0 0 drawing no. W98 -100 (sheet 4of 7 SEALANT INST • TION CON i I _ • N FLAN E RAM PLI F - SID S TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION a. d aQ a. 4 1" MIN. 2 -1/2" MIN. 1 3/8" 2 1/8" INSTAUATION TYPE '1' WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATIQ 1 DETAIL ON ALL OUR SIDES /USING WOOD FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION •1" MIM.4 2 -1/2" MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED 2 1/8" MIN. TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING W000 SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION a AO& INSTALLATION BY OTHERS • INSTALLATION TYPE '3' 1 3/8" WOOD BUCK TYPE '3' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD ALUM CHANNEL 3/4" X 1" X 3/4" X 1/8" 2 -1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION e c • a BUCK INSTALLATION BY OTHERS 2 1/8" MIN. INSTALLATION TYPE '4' WOOD BUCK TYPE '4' •,; PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD ALT. ANCHOR LOCATION WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT 10 APPROVED MULU,QN$ qr. OR. HUMAYOUN FARCOQ STRUCTU'IRE5 FLA PE # 16557 CAN. 538 SEP 12 200 PRODUCT REVISED anne y$eg with the o16IIe8 Cede No Date w gla 0. o 0 cc V � h VVVV 7 d a� CalO a4a cei Et O a W3e N � J am( a W ai 03 a 0 CASEMENT WINDOW z SERIES -238 N Ow O1-- N 301 ri 0 3 t') S Z n 3o •- FAX. (305) 593 -6592 c 0 a 0 0 8 A W b 0 a C 0 N 8 0 O 0 h S U O ip •■ • 0 2 A gs drawing no. W98 -100 sheet 5 of 7 TALLA ._ 0 . 0 D S EU4L F - E P LI S 0 ALL FOUR SIDES 1YPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION INSTALLATION TYPE '1' 1 3/8' ro 2 1/8" WOOD BUCK TYPE '1' MAMBA: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 1YPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION vQ 2 -1/2' MIN. INSTALLATION TYPE '2' X 2 1/8' MIN. WOOD BUCK TYPE '2' MATERAL: PRESSURE TREATED TYPICAL INSTALLLATION DETAIL ON ALL FOUR SIDES /USING WOOD 1YPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION aQ . A p 4 BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1 3/8' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION as 1" MIN. • oa BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8' MIN. WOOD BUCK TYPE '4' MAIM MIMI& PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT _TO APPROVED MULLIONS Engr: DR. 1 IUMAAYCUN FAROOQ STRUCTURES FLA. PE 18557 CAN. 15M SEP 1 2 2008 exam PRODUCT REVISED wills the Poddlog Cade ,C^se ilo t : — + 0 • lathe Date ,r7 - _ • g 0 I 00 m V 0 1- W N Ow ch 10 ~ " Nrj m p; M p ZzL72 i 30 -n° 0- FAX. (305) 593 -6592 c O a m 0 0 O A [Beale: 1/2" - 1' At drawing no. W98 -100 sheet 5.1 of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10" 0.C. AT 17" 0.C. AT 10" O.C. WIDTH HEIGHT EXT.( +) /INT.( -) EXT.( +) /INT.( -) EXT.( +) /INT.( -) EXT.( +) /INT.( -) 20" 24" 28" 30' 32" 36" 40" 42" 36" 195.0 195.0 192.0 195.0 195.0 195.0 160.0 195.0 192.9 195.0 137.1 182.9 1 80.0 195.0 128.0 170.7 168.8 195.0 120.0 160.0 150.0 195.0 106.7 142.2 135.0 180.0 96.0 128.0 128.6 171.4 91.4 121.9 20" 24' 28" 30" 32" 36' 40" 42" 42' 195.0 195.0 164.6 195.0 192.9 195.0 137.1 182.9 165.3 195.0 117.6 156.7 154.3 195.0 109.7 146.3 144.6 192.9 102.9 137.1 128.6 171.4 91.4 121.9 115.7 154.3 82.3 109.7 110.2 146.9 78.4 104.5 20" 24" 28" 30" 32' 36' 40" 42' 48" 195.0 195.0 192.0 195.0 195.0 195.0 160.0 195.0 192.9 195.0 137.1 171.4 180.0 195.0 128.0 160.0 168.8 195.0 120.0 150.0 150.0 187.5 106.7 133.3 135.0 168.8 98.0 120.0 128.6 160.7 91.4 114.3 20' 24" 28" 30' 32 "" 36" 40" 42" 195.0 195.0 170.7 195.0 195.0 195.0 142.2 195.0 171.4 195.0 121.9 182.9 160.0 195.0 113.8 170.7 150.0 195.0 106.7 160.0 133.3 195.0 94.8 142.2 120.0 180.0 85.3 128.0 114.3 171.4 81.3 121.9 20' 24' 28" 30" 32" 36' 60" 195.0 195.0 153.6 195.0 180.0 195.0 128.0 192.0 154.3 195.0 109.7 164.6 144.0 195.0 102.4 153.6 135.0 195.0 96.0 144.0 120.0 180.0 85.3 128.0 20" 24" 28" 30" 32" 66" 195.0 195.0 174.5 195.0 195.0 195.0 145.5 195.0 175.3 195.0 124.7 174.5 163.6 195.0 116.4 162.9 153.4 195.0 109.1 152.7 20" 24" 28" 30" 32' 195.0 195.0 160.0 195.0 187.5 195.0 133.3 186.7 72" 160.7 195.0 114.3 160.0 150.0 195.0 106.7 149.3 140.6 195.0 100.0 140.0 20" 24" 28" 30" 195.0 195.0 147.7 195.0 173.1 195.0 123.1 195.0 78" 148.4 195.0 105.5 168.8 138.5 195.0 98.5 157.5 20" 24" 28" 195.0 195.0 164.6 195.0 84" 195.0 195.0 137.1 195.0 165.3 195.0 117.6 176.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT EXT.( +) /ING( -) Exr.( +) /INT.( -) EXT.( +) /INT.( -) EXr.( +) /INT.( -) 19-1/8" 26-1/2' 37" 26' 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 143.7 143.7 19-1/8" 26-1/2' 37" 38 -3/8° 195.0 195.0 188.4 195.0 191.2 195.0 135.9 181.3 136.9 182.6 97.4 129.8 19 -1/8" 26-1/2' 37' 50 -5/8" 195.0 195.0 190.4 195.0 193.2 195.0 137.4 171.7 138.4 173.0 98.4 123.0 19 -1/8' 26-1/2" 37' 63" 195.0 195.0 153.0 195.0 155.3 195.0 110.4 193.2 111.2 ```��� 194.6 79.1 138.4 19 -1/8" 26 -1/2" 74 -1/4' 195.0 1 195.0 162.2 195.0 164.7 / 195.0 117.1 187.4 ANCHORS W/0 SHEAR CLIP ANCHORS wrm SHEAR CLIP TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4° DIA. KWIK -CON II BY 'HILT!' (Fu =163 KSI, Fy=157 KSI) 1/4° DIA. ULTRACON BY 'ELCO' (Fu =177 KS1, Fy =155 Ksq INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MUWONS (MIN. THK. = .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f o = 3000 PSI MIN. MASONRY f m = 1500 PSI MIN. �UMAYOUN FAR000 SIRUCTIMES FLA 18557 CAN. 3538 SEP 12 PRODUCT REVISED as complying with dee Par* Salem Code Acergictee No ES Dab 013 l Z O $ Q " rc O • g o t v C M OaQQg O atiEl 4z: ocel t 8 a z w it co co a O U FAX. (305) 593 -6592 0 5 c 0 a 0 0 0 A a 0 0 r 0 v E! Pri S N ri 0 5 Yv' 5 N 0 0 0 W 1 k g 3- 5 drawing no. W98 -100 (sheet 6 of 7 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT. ( +) WIDTH HEIGHT INT. ( -) 20" 195.0 24" 26" 195.0 28" 195.0 30" 36" 194.4 32" 38 -3/8' 182.3 38' 162.0 40" 120.0 42' 50 -5/8' 120.0 20" 195.0 24" 195.0 28" 63" 178.5 30° 42" 168.6 32° 120.0 36" 74 -1/4" 120.0 40" 120.0 42' 119.0 20" 195.0 24" 195.0 28" 120.0 30" a" 120.0 32" 120.0 36' 120.0 40' 120.0 42" 120.0 20" 195.0 24" 195.0 28 120.0 30" 120.0 32° 120.0 36" 120.0 40" 120.0 42" 120.0 20" 195.0 24° 120.0 28' 120.0 30" 60" 120.0 32" 120.0 36" 120.0 20' 169.0 24" 120.0 28' 66' 120.0 30' 118.2 32" 112.2 20" 120.0 24" 109.3 28' 72" 95.3 30 89.8 32" 85.0 20" 101.3 24' 78" 85.4 28° 74.3 20" 80.8 24" 84" 68.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DDS. EXT. (+) WIDTH HEIGHT INT. ( -) 19 -1/8" 195.0 26 -1/2' 26" 195.0 37' 195.0 19 -1/8' 195.0 26 -1/2' 38 -3/8' 195.0 37" 120.0 19 -1/8" 195.0 26 -1/2" 50 -5/8' 195.0 37" 120.0 19 -1/8° 195.0 26 -1/2' 63" 120.0 37' 117.0 19 -1/8" 120.0 74 -1/4" 90.9 26 -1/2' ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. •e 2 1/2" MIN. EDGE DIST. d • #14 SMS AT 6" FROM ENDS 17" 0.C. MAX. AT JAMBS 24" 0.C. MAX. AT HEAD /SILL w N n 1 /4" DIA KW1K- 0ON /ULTRACON 1 -1/4° MIN. CONC. EMBED AT 6" FROM ENDS AND 17" 0.C. MAX. AT JAMBS 24° 0.C. MAX. AT HEAD /SILL INSTALLATION TYPE '5' ALUMINUM BUCK 6063 -T6 #14 SMS AT 6" FROM ENDS 17" 0.C. MAX. AT JAMBS 24" 0.C. MAX. AT HEAD /SILL 1° MIN. INSTALLATION TYFE '6' 2BY W000 BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING ALUMINUM BUCK SYSTEM .845 .065 1.125 .903 OPTIONAL COVER 6063 -T6 Engr: OR. HUMAYMIN FAQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 SE 12 #14 SMS 1 -1/2" MIN. WOOD EMBED AT 6" FROM ENDS AND 17" 0.C. MAX. AT JAMBS 24" 0.C. MAX. AT HEAD /SILL PRODUCT REVISED complyIng g with SSe fungsace No kudos Nato rts‘u Z O (V O ° Oa ri Ot s Wh D 4 <S tocusla 4515 O 0 Z 3 8w t 0 m 0 0 o► a- 0 U i 0 0 0 0 1i 0 E N a 0 c a • c W drawing no. W98 -100 (sheet 7 of 7