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WS-07-1606./' Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: April 07, 2009 Inspector: Bruhn, Norman Owner: BRODSKY, MARK Job Address: 1287 NE 96 Street Project: Miami Shores, FL 33138- Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Contractor: HOME OWNER Phone Number Parcel Number 1132060143770 Building Department Comments passedgd V/i07 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 57269. Not Per Plan, Anchors all covered. NB J fel r A,/ � U April 06, 2009 Page 9 of 21 Trevi Engineering Contractors Group, Inc. April 4, 2009 To: Miami Shores Village Building Department, 10050 NE 2nd Avenue Miami Shores, Florida 33138 RE: Window installation at 1287 NE 96th Street, Miami Shores, Florida STATEMENT OF INSPECTION Dear Sirs: I, the undersigned, on April 4, 2009 performed a site inspection at the request of Mr. Curtis Brodsky for the installation of fifty seven (57) windows, four (4) doors and four (4) Sliding Glass Doors at the referenced location. The visual inspection consisted of checking the material in place, overall installation, anchors size, quantity, locations, and spacing into existing structure. I hereby attest to the best of my knowledge, belief and professional judgment that the impact resistant windows and door are properly installed in accordance with the approved shop drawings and NOA's. • NOA 06- 0928.04 (CGI Series 238 Aluminum Casement Window) — 30 Casements • NOA 06-0928.04 (CGI Series 238 Aluminum Fix Window) — 24 Fix • NOA 06- 1010.01 (CGI Series 238 Aluminum Project -Out Window) -3 Project -Out • NOA 06- 0127.02 (CGI Series 450 Out Swing Aluminum Door) -4 French Doors • NOA 04- 1020.03 (Windoor Series 8000 Aluminum Sliding Glass Door) -4 Sliding Glass Doors Should you have any question, concerns or need further information, please do not hesitate contact me. Sincerely, 10tO j4,,: Omar . Meitin, P.E. C.G.C. Trevi Engineering Contractors Group, Inc. CA# 26799 State of Florida P.E. # 62706 9000 SW 85°i Avenue • Miami, FL 33156 • Phone: (786) 236 -3060 • Trevi_Engineering@bellsouth.net or[n BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138. Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT APPLICATION JUL � 2Q01 FBC 2004 B Y bZ9 Permit Type (circle) hi2;z1g7t-: "WA. Permit No. aster Permit No. s Roofing Owner's Name (Fee Simple Titleholder) C�,� -�-�5 J�c S`� �i Phone # 30 S SCi - 090 Owner's Address \ Cityr(N i w.ti Inc)4-2.S State << Tenant/Lessee Name Zip Phone # Job Address (where the work is being done) 1 D, `LS 1 N C 9 (r, -4-1„ S-t- City Miami Shores Village County Miami -Dade Zip -. 3 l 3 FOLIO / PARCEL # Is Building Historically Designated YES NO L- Contractor's Company Name ©QA...) NsLY- Phone # 30 S 1't-( --C) 9.0 Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) F G G ro LI j Phone # Value of Work For this Permit $ SOS 0 0, ° Type of Work: DAddition DAlteration Describe Work: 6 Square / Linear Footage Of Work: LINew Rr Repair/Replace Submittal Fee $ P Permit Fee $ 4/0 0 (3-� • CCF $ W .(470 CO /CC Notary $ % Training/Education Fee $ 10 /20 0 Technology Fee $ ' 4O — Scanning $ 4-5-' Radon $ DPBR $ Zoning $ Double Fee $ Bond $ Code Enforcement $ Structural Review. $ Total Fee Now Due $ 4-q s . W See Rev4rse side -. CA 05 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, BOII.FRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice cf commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature 4 _.:_,..„.4 Owner or Agent if Contractor The foregoing instrument was acknowledged before me this St, The foregoing instrument was acknowledged before me this day of 5.4) , 20 07-, by c.....g---5c5 13,..,cP , day of , 20 , by who is personally.gmen to me or who has uced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P 4..415, JOEL C KELLY NOTARY PUBLIC: MY COMMISSION #00607169 Sign: Sign: Print: Bonled by lst State Insurance 1Print: My Commission Expires: Signature My Commission Expires: **************************************************************Irk******************************************** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. **************************************************** ************ **** er/S Plans Examiner Engineer Zoning APPLICATION APPROVED BY: Chc 10/14/03 ******************** WOMAN rrrMUM rii. rrrw n � MIN taroor mow NMI m ■rrnr °• - -4 - 17, ec This Instrument Prepared Byy: : 1 Name G ✓111, R. t�iZviK7/ at —i Address Z 1-. to ^({ 51 cs. .. Permit NoW501 - r to, o(, '` NOTICE OF COMMENCEMENT x STATE OF F1_412IDA o . COUNTY OF t'Ahe t+.t THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, an rj Ca Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. V�M�? �t r = 1. Description of property: (legal description of property, and street address if available) 2 1 .2 1 ! 264 Ni 4 (011-1 5i ., rM) 11 51-1-0 ?-E.•5 , rt.. e.� 01141 . 2. General description of improvement , ."= ",= ,'.°'e g 0 DMZ /� D V\►1147 CVNI ..EPA 'I .J"r • f M PAe.-= f'BY. _ utice 3. Owner Information 101010,4 : "' a. Name and address: e V R fl R. ° P517u'r"114 y/ ."� C. b. Interest in property: OW r -'E.2. c. Name and address of fee simple titleholder (if other than owner): Tax Folio No. )1 32-1,6411-1 3 174 prr`_Ce w 4. Contractor. CCara —I a. Name and address: Gc) MT' S R . F✓ lay C;,'5 icy ,o b. Phone number. 0 5 5'7 I . 9'7 21 cv co co 3 5. Surety rte, C a. Name and address: • w ' b. Amount of bond $ 0 3 c. Phone number. t, ZiC w SC SC 6. Lender ▪ ' a. Name and address: b. Phone number 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: a. Name and address: b. Phone number. • 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), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR .IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ea/006v* Signature of Owner or Owner's Authors cer /Director 1Z-0C, 514-y Partner/Manager C tJ R-1 5 R Signatory's 'Title/Office e foreggping ment was acknowledged before me this f� day of r) by l -- alpi K (name of person) as (type of onty, ...e.g. cer, trustee, attomey in fact) for (name of party on behalf of whom In truirtant was executed). fr - - (I/. -b Signature of otary Public Print, Type, or Stamp C Commission Number State o missioned Name of Notary Public Personally Known or Produced Identification Verification Pursuant to Section 92.525. Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Natural Person Signing Above me1/4-,777--77: 7 JUL 3 1 2001 I VILLAGE OF MIAMI SHORES . -0 OWNER BUILDER DISCLOSURE STATEMENT 5 H606 NAME: CA -. *ts S�roc�,S�y DATE: - 30- 0-1 ADDRESS: 13.g" 1 NE. cl Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000:00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial C. 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial C,B 3. :I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial c45 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code -. only if the structure meets the minimum code. Initial G• 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate`any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial c B 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial C 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this y day of A , 206 By �-- -s acc who was personally known to me or who has Produced there License or as identification. LY N #DD607169, EXPIRES: JAN 15, 2011 ded b 1st State Insurance Miami Shores Village Building Department 10050 N E .2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 7-- /(p 4,./44 Job Name Date BUILDING CRITIQUE SHEET 4 F ?VOA Z `t 2.38" rt, ecQ,eciemci 1404 it_ l 2 At )2u //e 0.6 Z.3 A-iso /t O L) /u L , 2.407, cop /0-44. • CZ C 1, e& L.s AUG � l oeve ®emvml cw I erocitl4 (14f04 ° VI`0i' (1:11 eefr Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 • • • • • • • ••• • • • • • • •• • •• • • ••• • •• •• ••• •• • ••• ••• • • • • • •• BUILDING CODE COMPLIINVE OFFIC4(1{CC©) • ••• • 1/5 PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTAN E Construction Glass Industries, • 10100 N. W. 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) 375 -2908 www.buildingcodeonline.com •• • ••• RY, This NOA is being issued under the applicable rules and re g � pp ' gulatxons ravemirtg 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. DESCRIP'T'ION: Series "238" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. W99 -100, titled "Series -238 Aluminum Fixed Window, sheets 1 through 7 of 7, prepared by At- Farooq Corporation, dated 12/19/99 and last revised on 08 -30 -2006, signed and sealed by Dr. Humayoun Farooq, P. E, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 renews & revises NOA # 01- 1918.01 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 Ishaq 1. Chanda, P.E. NOA No 06- 0928.03 Expiration Date: October 26, 2007 Approval Date: October 26, 2006 Page 1 • • •• • • • • • Construction Glass Industries ••• • • • •.• • • • • •. •• • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • ••• ••• • • ••• NQTICai DF.ACCEB'TTASICE? EVIDENCE SUBMITTED • • • • • • . . ••• •• • ••• • • • • ••• • • A. DRAWINGS (transferred from file # 01- 1918.01) 1. ManufactirersP004 apS.sedtfons drawings. 2. Drawing No.3R94- 4,•titlia "S& es -238 Aluminum Fixed Window, sheets 1 through 7 of 7, preparecbyA1 itrobtrCb1poration, dated 12/19/99 and last revised on 08 -30- 2006, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS (transferred from file # 01- 1918.01) The original test conducted per PA 201, 202, 203- 94, now termed as TAS 201, TAS 202 & 203 -94: 1. Test report on 1) Air Infiltration Test, per SFBC PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94. 3) Water Resistance Test, per SFBC PA 202 -94. along with installation diagram of CGI 238 alum. fixed window, prepared by Hurricane Testing Lab, Inc, report No. HTL -0080- 1107 -98 dated Nov. 10, 1998, signed and sealed by Timothy S. Marshall, 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 marked -up drawings and installation diagram of an Aluminum Fixed Window, prepared by Hurricane Testing Lab, Inc., Test Report No(s). HTL- 0080 - 0203 -99 & HTL - 0080- 0606 -99, dated 11/29/99 for specimen #1, 2, 3, signed and sealed by Timothy S. Marshall, F.E. 3) Test report on 1) Uniform Static Air Pressure Test, Loading per ASTM E330. along with installation diagram of a Series CGI 238 alum. fixed windows, prepared by Hurricane Test Laboratory, Inc. report No. HTL -0080- 1127 -98 dated 11/10/98, signed and sealed by Timothy S. Marshall, P.E. 4) Ref. 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 alum. fixed, casement and project -out windows, prepared by American Test Lab of South Florida report No. ATL- 1209.01 -94 dated 2/20/95, signed and sealed by Gerard B. Sullivan, F.E. 5) Ref Test report on 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94 Along with marked -up drawings and installation diagram of an Aluminum Casement Window, prepared by Hurricane Testing Lab, Inc., Test Report No(s). IITL -0080- 0303 -96, dated 03/06/96 for specimen #1, 2, 3 & 4 and FTL -1041 dated 10/14/94, signed and sealed by Timothy S. Marshall, P.E. St.� *' . LL U.L shag I. chanda, P.E. Product Control Examiner NOA No 06- 0928.03 Expiration Date: October 26, 2007 Approval Date: October 26, 2006 E -1 • • • . • . • • • Construction Glass Industries • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • ... • ... ... • • ... NOTICE OF &CCE)RTA et: E}�I.i FNCE SUBMITTED ... . • • • ... • • C. CALCULATIONS. . .. ... .. 1. Anchor tibn:C114u)atioris3 complying w/ FBC -2004, dated 08 -30 -2006, prepared AlyF; ol° ci tarp „ „dutd 09 /26/01, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Comparative Analysis and anchor calcs, prepared by Al- Farooq Corp., dated 02/20/99, signed and sealed by Humayoun Farooq, P.E.(from file # 01- 1918.01) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Saflex interlayer”, expiring on 03/04/2009. F. STATEMENTS 1. Statement letter of compliance w/ FBC -2004 dated 08/25/06, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of compliance and of no financial interest, dated 08/25/06, signed and sealed by Dr. Humayoun Farooq, F.E. 3. Laboratory compliance statements, part of above test reports. G. OTHER 1. This NOA renews & revises NOA # 01- 0918.01, expired on September 30, 2006. 2. One year conditional approval subjected to verification test. 3. Testing confirmation letter issued by Hurricane Testing Lab dated 09 -01 -2006. 4. Correspondence between CGI & BCCO dated 03/21/01 & 08/21/2001 E -2 c Dhaq I. chanda, P.E. Product Control Examiner NOA No 06- 0928.03 Expiration Date: October 26, 2007 Approval Date: October 26, 2006 MIAM • • •.• •• •• • • • • • • • • • • • • • ••• BUILDING CODE COMPLIANCE OFFICE (*.IGLO) • • • PRODUCT CONTROL DIVISION • • • • • • • • • • • • • • ••• • • • • • • •• •• • • • • • ••• • • • • • • • • • • • • •• • • • ••• • • •' : (305) 375 -2901 FAX (305) 375 -2908 ••• • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • • • lfaiVEST FLAGLER STREET, SUITE 1603 • • • • MIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE (NOA) Construction Glass Industries • • • • • • • ••• 10100 N. W. 25 Street •' • 1 • Miami,FL33172 •• • • • • • ••• •• www.bundinacodeonlinne.cou* • • • • •• • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "238" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. W99 -100, titled "Series -238 Aluminum Fixed Window, sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 12/19/99 and last revised on 08 -30 -2006, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 renews & revises NOA # 01- 1918.01 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 Ishaq I. Chanda, P.E. NOA No 06- 0928.03 Expiration Date: October 26, 2007 Approval Date: October 26, 2006 Page 1 Constructfon Glass Industries • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • 6 • ••• • • • • • • • • • • • • • • • • ••• • • •. • • • ••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • A. DRAWINGS (transferred froze file # 014'18.01 • • • • 1. Manufacturer's parts and sections drawings. 2. Drawing No. W99-1004411%1 "6eries -23* A.►l niutim Fixed Window, sheets 1 through 7 of 7, prepared by Al- Faltpo '� o r*ij n, dated l•2/19/99 and last revised on 08 -30- 2006, signed and sealed by iir. I a &uii r&o®q; P. E. B. TESTS (transferred from file # 01-1918.01) The original test conducted per PA 201, 202, 203- 94, now termed as TAS 201, TAS 202 & 203 -94: 1. Test report on 1) Air Infiltration Test, per SFBC PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94. 3) Water Resistance Test, per SFBC PA 202 -94. along with installation diagram of CGI 238 alum. fixed window, prepared by Hurricane Testing Lab, Inc, report No. HTL- 0080 - 1107 -98 dated Nov. 10, 1998, signed and sealed by Timothy S. Marshall, 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 marked -up drawings and installation diagram of an Aluminum Fixed Window, prepared by Hurricane Testing Lab, Inc., Test Report No(s). HTL- 0080 - 0203 -99 & HTL- 0080- 0606 -99, dated 11/29/99 for specimen #1, 2, 3, signed and sealed by Timothy S. Marshall, P.E. 3) Test report on 1) Uniform Static Air Pressure Test, Loading per ASTM E330. along with installation diagram of a Series CGI 238 alum. fixed windows, prepared by Hurricane Test Laboratory, Inc. report No. HTL -0080- 1127 -98 dated 11/10/98, signed and sealed by Timothy S. Marshall, P.E. 4) Ref. 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 alum. fixed, casement and project -out windows, prepared by American Test Lab of South Florida report No. ATL-1209.01-94 dated 2/20/95, signed and sealed by Gerard B. Sullivan, P.E. 5) Ref Test report on 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94 Along with marked -up drawings and installation diagram of an Aluminum Casement Window, prepared by Hurricane Testing Lab, Inc., Test Report No(s). ATL- 0080 - 0303 -96, dated 03/06/96 for specimen #1, 2, 3 & 4 and FTL -1041 dated 10/14/94, signed and sealed by Timothy S. Marshall, P.E. E -1 \Stott\ . LL4As4 haq 1. ehands, P.E. Product Control Examiner NOA No 06.0928.03 Expiration Date: October 26, 2007 Approval Date: October 26, 2006 Construction Glass Industries • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• NOTICE OF ACCEPTANCE: EVIDENCJ SUBMIT ) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • ••• • • • ••• • • C. CALCULATIONS 1. Anchor Verification Calculations, com lyi w/ FBC -2004, dated 08 -30 -2006, prepared by Al- Farooq E;orp 14atra:01t26/ , sided and sealed by Dr. Humayoun Farooq, P.E. • • • • • • • • • • 2. Comparative Analysis arid actor talc's, prepare sby Al- Farooq Corp., dated 02/20/99, signed and sealed by Humayoun Farooq, P.E.(from file # 01- 1918.01) • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03-0827.08 issued to Solutia, Inc. for "Saflex interlayer", expiring on 03/04/2009. F. STATEMENTS 1. Statement letter of compliance w/ FBC -2004 dated 08/25/06, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of compliance and of no financial interest, dated 08/25/06, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Laboratory compliance statements, part of above test reports. G. OTHER 1. This NOA. renews & revises NOA # 01- 0918.01, expired on September 30, 2006. 2. One year conditional approval subjected to verification test. 3. Testing confirmation letter issued by Hurricane Testing Lab dated 09-01 -2006. 4. Correspondence between CGI & BCCO dated 03/21/01 & 08/21/2001 E -2 1S Lo . t-1400444. Isbaq 1. chanda, P.E. Product Control Examiner NOA No 06- 0928.03 Expiration Date: October 26, 2007 Approval Date: October 26, 2006 GENERAL WINDOW SECTIONS gi 8" MAX. 111.. HEAD/SILL CORNERS AT EACH END AND 18° 0.C. ON SHORTER SIDES 20" 0.C. ON LONGER SIDES FOR GLASS TYPES REFER TO SHEETS 3. 4 It 5. EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. 18" MIL, • • • SURFACE APPLIED FALSE 19Ri'Ij4 • • OPTIONAL. • •••• TYPICAL ELEVAT1 • • • • •••• • •• • • • •• • • • • MAX ANCHOR SPACING TO ES 17" 0.C. ON LONGER SIDES 18° 0.C. ON SHORTER SIDES FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. • • • •• • Ry •••• .AS *ALLOWS •••• • • • • •••• • • • •••• • • • • ••• • PRODIICTWENCNIA • • 6OYlddes M•113 .S'IE'L1 L2 SIEEJ DETERMINE DESIGN MD LOAD REauPiEMEM BASED ON WIND VELGCr1Y. BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 THRU 8 FOR DESIGN LOAD CAPACITY OF DESIRED CLASS SUE BASED ON APPUCAHLE WIND mom U86G CHART ON SHEET 7 SELECT ANCHOR OPTION PATH DEMON RA11NG MORE THAN DESIGN WAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED 10 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) INCLUDING HMI VELOCITY HURRICANE ZONE (HRMIZ). WOOD BUCKS 8Y OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALT. BE AS USTED, SPACED AS SHOWN ON DETALS, ANCHORS EIABEDMENT 10 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 IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS WCLUDIiG BUT NOT LMOIED TO MEAL SCREWS, THAT DOME INTO OF 2004 FLORIDA OTHER .00. CODE DISSIMILAR 2003.8.4 ( LE SENT REQUIREMENTS 5 ��c 'Entin DR. HUMOROUS F8R000 STRUCTURES RA PE CICIRS7 CAA 3S AUG 8 0 2006 drawing no. W99 -10 sheet 1 of 7 4- 1.222 -• CORNER KEY CORNER KEY .080 THICK ST. STEEL .082 THICK AUUMiNUM VENT (6/16` LAM. GLASS) � OGO TVA 1.675 L`� —.. e —I VENT CORNER .6171- - GLAZING STOP ALL FRAME AND VENT CORNERS TO Et SEALED WITH GE S1LPRtIF OR EQUIV. HBH POST # QUANTITY DI TION MATERIAL YANP. /SuPPLIEB/8E8MBB 1 20-373 4 FRAME 8063 -T6 INDALEX OR E0UW. 2 001 -378 4 VENT (8 /i8' L# . 0IAfi9) 8083 -76 lI� 182 OR EQUIV. 22 - 4 1827 (128111.. LAN. pA83) 6063 -16 1.101413% OR EQUN. 20 001 -386 4 VENT (7/16. 1AM. 81.482) 8083 -T8 120ALEX OR EQUIV. 3 001-278 DAZING BEAD 802:-78 INW.W( OR ECiBV. 4 - 4 .060 75X'1.1 000206 KEY 41.1432(12 - 6 - 8 .080 TICK CORNER KEY S7. S7ffl. - 6 AP-425 AS RECD. FRAYS WEATHERSTRIPPING - 8 23.3033. OPUS 7 0200 0190 AS 2300. 2827 - 21223031.. 0-1.02 8 - AS 2300. 4E747 8083125 620° O.C. 3.02638 81038. 18' O.C. SHORTED 5808 - #10 X 1 86 948 9 - 2/ 008202 P2323 M9) VENT ASSEMBLY 802328 - #10 X 1 -1/4' 88 8148 VERT (7/10 LAM. GUM" • • AUG 30?006 droving no. W99 -10 VIDWHERSTRIPPING HBH POST # QUANTITY DI TION MATERIAL YANP. /SuPPLIEB/8E8MBB 1 20-373 4 FRAME 8063 -T6 INDALEX OR E0UW. 2 001 -378 4 VENT (8 /i8' L# . 0IAfi9) 8083 -76 lI� 182 OR EQUIV. 22 - 4 1827 (128111.. LAN. pA83) 6063 -16 1.101413% OR EQUN. 20 001 -386 4 VENT (7/16. 1AM. 81.482) 8083 -T8 120ALEX OR EQUIV. 3 001-278 DAZING BEAD 802:-78 INW.W( OR ECiBV. 4 - 4 .060 75X'1.1 000206 KEY 41.1432(12 - 6 - 8 .080 TICK CORNER KEY S7. S7ffl. - 6 AP-425 AS RECD. FRAYS WEATHERSTRIPPING - 8 23.3033. OPUS 7 0200 0190 AS 2300. 2827 - 21223031.. 0-1.02 8 - AS 2300. 4E747 8083125 620° O.C. 3.02638 81038. 18' O.C. SHORTED 5808 - #10 X 1 86 948 9 - 2/ 008202 P2323 M9) VENT ASSEMBLY 802328 - #10 X 1 -1/4' 88 8148 VERT (7/10 LAM. GUM" • • AUG 30?006 droving no. W99 -10 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS 60 SHUTTERS MUM REFER TO SHEETS 8 ARO 7 FOR 90TALM1106 OETA85 WINDOW DIAS. OEM TYPE '8' GEM TYPE '8' WIOTN HEIGHT ENT. ( +) 1NT. ( -) BXT. ( +) 1147. ( -) 24" 110.0 180.0 110.0 180.0 30" 38" 110.0 144.0 110.0 144.0 38" 42" 110.0 120.0 110.0 120.0 42' 38' 110.0 120.0 110.0 120.0 48' 30' 101.4 101.4 110.0 90.0 54" 38" .84.8 .... 84.8 110.0 120.0 50" 24' 74.7 74.7 110.0 114.3 24' 30" 110.0 168.4 110.0 168.0 30' 38' 110.0 142.5 110.0 144.0 38" 24' 110.0 120.0 110.0 120.0 42° 42' 1029 102.9 102.0 102.9 -. 48" 24' 85.1 85.0 102.9 102.9 54' 75.1 75.1 102.9 102.9 80° 68.4 68,4 90.0 80.0 24' 83" 110.0 153.1 110.0 160.0 30° 110.0 117.6 110.0 120.0 36' 101.4 101.4 110.0 120.0 42" 48' 85.0 85.0 102.9 120.0 45" 75.5 75.5 90.0 _1029 80.0 54' 58.4 88.4 90.0 80.0 60" 83.6 63.6 90.0 90.0 24' 110.0 1348 110.0 154.3 30° 99.4 99.4 110.0. 120.0 38" 848 84.8 110.0 120.0 42" 54' 75.1 75.1 1029 102.9 48" 88.4 68.4 90.0 90.0 54° 65.8 85.8 80.0 80.0 60' 59.0 58.0 80.0 80.0 24 110.0 118.4 110.0 120.0 30" 87.8 878 110.0 120.0 38' 74.7 74.7 110.0 114.3 42' 80' 66.4 68.4 90.0 90A 48" 53.6 83.8 90.0 90.0 54' 59.0 89.0 80.0 80.0 24' 1108_ 110.0 120.0 30' 82.1 _1128 82.1 110.0 120.0 36' 68' 88.6 68.8 90.0 90.0 42' 58.1 58.1 90.0 90.0 48' 90.0 24' ° 109.4 105.4 110.0 120.0 74.0 74.0 110.0 120.0 36" 72' 59.2 59.2 90.0 90.0 42' 51.2 51.2 90.0 90.0 48" 49.8 49.9 53.9 83.9 PERPORMA*RE VALUES OF IMPACT RFS121'AN2 WINDOWS NO 8H 1121 3 MIMEO REFER 70 SHEETS 8 MO 7 FOR INSTALLATION DETAILS WINDOW 1868. 01489 TYPE '9' 0IA86 TYPE '3' 61076 HEIGHT ENT. ( +) 1NT. (-) ENT. (+) 1NT. (-) 24' 30" 97.5 97.8 _ 87.2 110.0 . 90.0 - 1209 .0 90.. _ 87.2 38" 110.0 50.8 50.8 90.0 90.0 42" 110.0 46.1 48.1 88.1 86.1 24' 110.0 _103.0 _ 103.0 610.0 120.0 30' 84' 63.0 9.310 90.0 90.0 38" 110.0 47.3 47.3 90.0 90.0 24' 110.0 87.5 87.5 110.0 120.0 30" 98' 58.3 56.3 90.0 90.0 38' 110.0 41.8 41.8 90.0 90.0 24' 110.0 69.8 89.6 90.0 00.0 30" 108" 83.5 53.5 90.0 59.0 24' 120° 58.8 58.8 90.0 90.0 ECM WON AND LENGTH 06610/8I095 CAN 9E ORIENTED VERTICALLY 06 HORIZONTALLY AS SHOWN. PERFORMANCE WALVIS of IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED REFER TO SHEETS 8 ANC 7 FOR WSTAI A710N DETAIT5 9INDO• DIM8. 01.959 TYPE '2' LIMBS 1159 '3' WroTH NEWT EXT ( +) 1NT. ( -) EXT. ( +) INr ( -) 19-1/8" 110.0 210.0 110.0 210.0 26-1/2° 110.0 188.2 110.0 168.2 37° 25' 110.0 186.2 110.0 186.2 53 -1/8' 110.0 120.0 110.0 120.0 19 -1/8' 110,0 200.8 110.0 200.6 28 -1/2' 110.0 163.0 110.0 163.0 37' 39 -3/9' 110.0 118.8 110.0 116.8 53-1/8° 81.9 51.9 110.0 112.6 19-1/8' 110.0 185.7 110.0 185.7 28 -1/2' 110.0 125.2 110.0 147.2 37" 50 -8/6, 92.1 92.1 110.0 116.8 53 -1/8' 88.6 85.8 85.3 85.3 19 -1/8' 110.0 177.5 110.0 _ 177.5 28 -1/2' 98.1 59.1 110.0 120.0 37" 83" 59.6 59.9 110.0 110.2 63 -1/8" 868 58.6 81.3 81.3 19 -1/8' 110.0 120.0 110.0 120.0 26 -1/2" 74 -1/4" 85.2 85.2 110.0 120.0 37" 55.4 56.4 809 92, NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) • • • • • •• • •• •••• •• • • • •• • • 3/1J'•*111 GLASS • • • • .090 INTERLAYER• 1i' ANN. GLASS• • • • SILICONE • ••••• • I I 1 t� ••••; 7/16M NOMATAL GLASS TYPE '3' • Ear. 02. HUSAYOON FAR000 STRUCTURES FLA. PE UMW CAN. AUG 3 0 2006 ••• • • • • • PRODUCERENEW5a 91491914611191EMNPAN419 Oestoon w ammo • drawing no. sW99 -10 heet 3 of 7 C"i �7 V J y PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO WATERS R5WORED REFER TO SHEETS 8 AND 7 FOR INSTALLATION DE0114S PERF019MANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED REFER TO SHEETS 9 AND 7 FOR 94S7AUATTO4 DETI$.S PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUITFR9 MIMED REFER TO SHEETS 8 ANO 7 FOR INSMUATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS No WATERS REQUIRED REFER TO SHEETS 8 AND 7 FOR HHSTAUA1ION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REOWRED REFER TO SHEETS 5 AND 6 FOR INSTM.LATION DET26S • • AL- PAROO$ CORPORATION ENGINEERS, PLANNERS & PRODUCT DESIGN 1235 SY( 87 AVE M MI. FLORIDA 33174 TEL (3051 264 -8100 FAX. (308) 282 -6078 819908 DDIB. 67486 TYPE '8' 809009 DUt9. GLOB TYPE '6' 903508 DIMS. 6H.ASS TYPE "8' EIND08 DIMS. (BASS TYPE "6' 8114908 DIMS. GLASS TYPE '8' WWI HEI {T EUT. ( +) 1147. ( -) WIDTH HBOHT DM ( +) 1147. (-) YAM MONT 517. ( +) 1147. ( -) WIDTH HEIGHT ECT. ( +) 1N* (-) WIDTH 11OH• UT. ( +) 1147. ( -) 24' 30" 38" 42" 48" 54" 80" 36" 110.0 195.8 24° 30' 35" 42" 48" 54" 57" 80" 83" 66" 09" 72' 75' 75" 81' 84' 87' 96' 110.0 _ 110.0_ 90.0 - 120.0 24" 30' 36° 42" 45" 45' 61' 64" 57" 60" 83" 68" 89" 72" 75" 94" • 120.0 24° 30" 33" 36° 39° 42' 45" 46' 132" 70.0 70.0 19 -1/8" 26 -1/2" 37" 53 -1/8" 28° 110.0 210.0 110.0 188.8 90.0 70.0 70.0 110.0 110.0 180.7 110.0 130.5 _120.0 90.0 90.0 70.0 70.0 180.7 110.0_ 110.0 110.0 - 120.0 120.0 120.0 90.0 90.0 F 70.0 70.0 70.0 110.0 120.0 90.0 90.0 _ 70.0 50.0 50.0 18 -1/8" 26 -1/2" 37" 53 -1/8' 36 -3/6• 110.0 210.0 70.0 706 70.0 60.0 50.0 110.0 177.3 110.0 120.0 70.0 70.0 70.0 50.0 500.0 110.0 120.0 24' 30" 38" 42" 48" 54" 80' 42' 110.0 193.8 70.0 70.0 F 1 70.0 70.0 -Ado 50.0 80.0 110.0 120.0 110.0 155.5 88.8 68.6 24° 30° 33" 36° 39' 42° 45° 144" 70.0 700 700 70 0 19 -1/8" 26 -1 /2' 37" 53 -1/8' 50-6/6" 110.0 210.0 110.0 120.0 65.5 65.5 110.0 189.7 96.9 111.9 65.5 65.5 80.0 80.0 70.0 70.0 110.0 120.0 98.9 111.9 55.5 85.5 50.0 50.0 88.3 85.3 95.9 111.9 50.0 _ 50.0 _&IA 50.0 50.0 Q 19 -1/8' 28 -1 /2" 37° 53 -1/8° 83" 110.0 204.8 [SERI- SERIES -238 ALUMINUM FIXED WINDOW) 1 • • rGj �p I.}y • • 1 .. • • 1 1 .. I al 4# I C! 80.0 90.0 50.0 Q 110.0 120.0 24" 30" 38' 42" 45" 54" 80" 48• 110.0 184.4 50.0 50.0 50.0 50.0 50.0 110.0 120.0 110.0 110.0 _120.0 1200 60.0 60.0 94" 30' 36" 39" 42" 45' 48" 51" 54° 57" 60' 63" 88' 86" 110.0 120.0 24' 30" 33" 36" 39" 158° 70.0 70.0 81.3 81.3 50.0 50.0 80.0 90.0 70.0 70.0 19 -1 /6" 26 -1/2' 37' 83 -1/6" 04-1 /ash: • • • 110.0 121E00 96.9 111.9 24" 30' 38" 42" 48" 51" 54" 5T 40' 83' 88" 89° 72• 75" 78• 81 "A 84" 57' 72" 110.0 120.0 90.0 70.0 - 80.0 70.0 500 50.0 50.0 500 110. • • • -84.8 97.8 110.0 120.0 90.0 90.0 80.0 90.0 70.0 70.0 50.0 50.0 -•ra4 j•O• • • • 00.0 90.0 90.0 90.0 70.0 70.0 • • 0 24" 30" 389" 42' 48° 54° 60" 54" 110.0 177.6 90.0 - 70.0-- 90.0 70.0 70.0 110.0 120.0 70.0 70.0 70.0 110.0 120.0 70.0 70.0 50.0 50.0 • •••• • • • •••• • 96.9 111.9 70.0 70.0 50.0 50.0 90.0 80.0 70.0 MO 504 50.0 WINOOY LENGTH /• %, ./, ! 3/18° HF�' I�1 •••• IMQRIR� YER •••• 80.0 80.0 68.6 88.5 50.0 50.0 J 80.0 50.0 65.5 85.5 800 50.0 24° 30' 38" 0.2• 48" 54' 80" • 63" 66" 69• 72" 78° 7s• 81° 84" 87" �• 110.0 120.0 _ 50.0 50.0 _SOA 50.0 24° 30• 33" 38° �° 42° 48' 48' 51" 54" ST 80" 1�" 90.0 90.0 . j�� %% _ ■•• • 93/14.' Iji-rAT ST REN'D GLASS ...• - 110.0 120.0 80.0 70.0 90.0 _ 70.0 :- .� :. _ + 1 I 110.0 120.0 50.0 50.0 Y L qqy I �� (Gl '1 11}1 • - • • SILICONE • • • • ••• • • • • • 90.0 90.0 50.0 50.0 70.0 70.0 90.0 90.0 80.0 _70.0 _ 70.0 704 70.0 .N9ff: WIDTH AND 10140TH D99ENSMONS CAN BE MEMO YERDGLLY OR HORIZONTALLY AS SHOWN. i ■l 80.0 60.0 50.0 50.0 70.0 70.0 50.0 50.0 70.0 70.0 7/18" -1 =k 10.0 70.0 24" 30' 39° 42" 45" 49" 51• 54" 57" �, 110.0 120.0 50.0 60.0 rr-J 1 NOMIN 70.0 70.0 90.0 90.0 50.0 50.0 70.0 70.0 90.0 90.0 50.0 50.0 GLASS TYPE '8' » : OICEICIII u ' 70.0 70.0 70.0 904 90.0 50.0 50.0 700 70.0 70.0 80.0 800 70.0 70.0 706 704 0.4° 30' 33' 35" 39° 42' 48• 48" 51' 54" 120' 90.0 70.0 90.0 70.0 � xr " �!�tS(`I { • N 4. ! 01188 1 70.0 70.0 70.0 70.0 50.0 806 _ 80.0 70.0 70.0 70.0 70.0 L$ at � 1 $ !� 50.0 70.0 70.0 70.0 70.0 80' 63" 68' 89" 72" 75" 78" 81" 700 70.0 70.0 70.0 NOTE: E'qr. OR. HWWIDUN FIJt000 SiR11C7MA FLA PE 78067 CA.N. AUG 3 Q 200 50.0 50.0.. _80.0 50.0 - 50.0 80.0 50.0 500 50.0 50.0 50.0 50.0 _ 50.0 50.0 50.0 504 drawing 00. 1 aygg_ i0.0 50.0 50.0 50.0 50.0 50.0 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02 (3 SEC. GUSTS) 600 50.0 0610E6 40f 7 ) PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 8 AND 7 FOR 1NSTALLOMON DETAILS VALUES OF IMPACT RESISTANT WINDOWS 110 SHUTTERS REWIRED TO SHEETS 6 AND 7 FOR iNSFALLASWN DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUT-TEND REQUIRED REFER 70 814EET9 0 AND 7 FOR INSTALLATION DETAILS WINDOW DIME. -GLASS TYPE '84' GLASS TYPE '3A' WINDOW DINS. MASS TYPE '24' GLASS TYPE '3A' WIDTH H19ONT EXT. (+) 1NT. ( -) EV. ( +) 1NT. ( -) WLDIH HEIGI4T EXT. ( +) 1147. (-) UT. ( +) TNT. (-) 24" 30' 38' 42" 46" 541 80" 38° 110.0 180.0 110.0 195.8 24" 30° 38° 42' 78" _ 103.8 71.4 103.8 _ 71.4 _110.0 90.0 120.0 90.0 110.0 144.0 110.0 110.0 158.8 110.0 120.0 130.5 54.0 54.0 90.0 90.0 110.0 120.0 110.0 120.0 48.0 48.9 80.0 90.0 107.7 107.7 110.0 120.0 24" 30' 38' 84" 109.4 109.4 110.0 120.0 90.1 90.1 110.0 120.0 _ 120.0 87.0 67.0 90.0 90.0 79.3 79.3 110.0 50.2 50.2 90.0 90.0 24' 30° 38" 42' 48' 54" 88° 42° 110.0 188.0 110.0 193.6 24" 30" 36" 98' 92.9 92.9 110.0 120.0 90.0 110.0 144.0 110.0 158.6 59.8 59.8 90.0 110.0 120.0 110.0 120.0 442 44.2 90.0 90.0 102.9 102.9 96.9 111.9 24° 30" 108' 74.0 74.0 90.0 80.0 90.3 90.3 96.9 111.0 56.6 55.8 90.0 90.0 78.8 79.8 98.9 111.9 24' 120' 82.6 82.5 880 90.0 705 70.5 90.0 90.0 24' 30° 38° 42° 48" 54" 60' 48' 110.0 160.0 110.0 184.4 110.0 120.0 110.0 120.0 107.7 107.7 110.0 120.0 90.3 90.3 96.9 111.9 /, WTI TM LENG 88.2 80.2 84.8 97.9 72.7 72.7 90.0 90.0 67.8 67.8 80.0 90.0 /., !, ,/j% 24' 30' 38' 42' 48' 54' 60' 54° 110,0 143.3 110.0 177.8 105.6 105.6 110.0 120.0 80.1 80.1 110.0 120.0,E 79.8 72.7 79.8 98.8 111.9 - -- ROM AND LENOTH DIMENSIONS CAN 88 ORIENTED VERIICN1.Y OR HORIZONTALLY AS SWIM MOM 72.7 90.0 90.0 69.9 69.9 80.0 88.0 82.7 82.7 60.0 80.0 24° 30" 36' • 42" 48° 54' 110.0 93.3 120.0 110.0 120.0 93.3 110.0 120.0 79.3 79.3 110.0 120.0 70.5 70.5 90.0 80.0 67.8 87.6 90.0 90.0 62.7 62.7 80.0 80.0 24" 30' 38' 42" 48' 88" 110.0 119.8 110.0 120.0 87.2 87.2 110.0 120.0 _ 70.7 61.7 ' 70.7 • 81.7 90.0 90.0 _ 90.0 90.0 _ 90.0 59.6 59.8 90.0 90.0 24' 30" 38° 42' 48' 72' 110.0 111.9 110.0 120.0 76.8 78.6 110.0 120.0 62.9 625 80.0 90.0 54.4 54.4 90.0 90.0 525 52.9 90.0 90.0 -1/8" TEMP. GLASS 1/8° ANN. GLASS .090 INTIMATER STIFLE% P98 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS 110 SHUTTERS REWIRED TO SHEETS 6 AND 7 FOR iNSFALLASWN DETAILS REFER WINDOW DIME. 03488 TYPE '84E' GLASS TYPE '54' WIDTH H810147 EXT. (4) INT. ( -) EXT. ( +) 1N1 ( -) 18 -1/8' 110.0 210.0 110.0 210.0 26-1 /2" 110.0 1862 110.0 180.7 37" 110.0 186.2 110.0 1 80.7 53-1/8" 110.0 120.0 110.0 1 20.0 18 -1/8' 110.0 200.8 110.0 210.0 26-1/2' 110.0 163.0 110.0 177.3 37" 38-318' 110.0 118.8 110.0 120.0 53 -1/8' 87.0 87.0 110.0 120.0 19 -1 /8' 110.0 185.7 110.0 210.0 28-1/2" 110.0 133.0 110.0 169.7 37° 50-5/8° 97.9 97.9 110.0. 120.0 _ 53 -1/8' 70.8 70.8 85.3 85.3 19-1/8" 110.0 177.5 110.0 204.6 28 -1/2° 104.3 104.3 110.0 120.0 37' 83' 72.9 72.9 110.0 120.0 53 -1/8" . 80.1 80.1 81.3 81616, 19-1/8' 110.0 120.0 110.0 110.0 28 -1/2' 74 -1/4' 90.5 6905 • »' 10.0 120dA• 1 37' 58.8 Oa %MO 80* 1/8" ANN. GLASS • • • • • •• • • •••• • • • • 1/8° DEPART DEPART WOWS • 101;i1Wei MASS • .090 YER • A • • Wan P98 • • • • V° TEA1P. OIASS• •s•• 6E-1B30 GE -9268 • Gi ■ (( i SILICONE I $8.928,90•••• ILIC@•HF • • • 3/4' INSULATED 3/4" INSULATED GLASS TYPE '8A' GLOSS TYPE we NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) 0T. 4UA41Y0UN 979000 SIMICTURFS RA FE 0_16657 CAN. 009 8 0 ME PRODUCTUNIAM asembierekkilmoarliii Morrastifilif > drawing no. W99 -10 (sheath of 13 _(APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET S I/4' TAPCON SEALANT >G 2 1/8' M1TL INSTALLATION TYPE '1' WOOD BUCK TYPE '1' PRESSURE TREATED TYp10AL INS_ CALLsT1ON DEfA,I,! ON ALL FOUR SIDES /USING W000 2 -T /' INSTALLATION TYPE '2' W000 BUCK TYPE '2' 1: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING W000 • • • •••• A?I' Elul TO • • • METAL STRUCTURES • • • • v4' TAPCDNS 1 -112' EMBED 1/4' TAPCDNS 1 -1/8' EMBED 13 SEALANT SEALANT •'..1 , .BUCK INSTALLATION 8Y OTHERS INSTALLATION TYPE '3' ea 4• a ,a ;;, BUCK INSTALLATION BY OTHERS WOOD BUCK TYPE '3' 1:1SERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL„ ON ALL FOUR SIDES/USING WOOD INSTALLATION TYPE '4' L 2 I/B MIN WOOD BUCK TYPE '4' ,E49TSE28..: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOQ WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • •••• • • • • •••• • • • s • •••• • • • •••• • • • •• • • •• ATTACHMENT TO APPROVED MULLION5 • • • PRODUCTRENEWO hhi.92p ENriodse .7- 1SL mo. Oh•Ima PERFORMANCE VALUES 01? INSTALLATION ANCHORS REFER TO SHEET 8 FOR DETAILS !MOH 01118. EXT. (4) 118751 HEIGHT OTT. ( -) 24" 210.0 210.0 30' 202.9 210.0 38' 178.7 _ 210.0 42' 158.T _ 210.0 48" 145.9 210.0 54' „ 210.0 80" 129.8 185.1 80° 124.7 202.5 72' 121.8 180.0 78° 119.8 1620 84" 208.3 178.7 .. 80" 172.8 182.0 24" 149.5 210.0 30` 133.3 210.0 38' 121.5 210.0 42° 112.7 210.0 .48° 108.0 A 210.0 84' 42" 202.0 80' 97.2 170.9 68' 210.0 1$5.1 72" 175.8 163.4 78' 151.2 148.2 84' 134.1 158.7 90" 1215 144.9 24' 112.0 210.0 30' 104.7 210.0 38' 210.0 210.0 42° 177.7 210.0 48° 152.5 210.0 54° 4s• 194.4 60° 121.5 182.0 88" 111.5 173.8 72° 210.0 151.9 78' , ., 179.4 135.0 84" 1834 145.8 80° 135.1 132.5 24' 121.5 210.0 30' 198.8 210.0 36' 182.8 210.0 42" 138.9 202.0 48" 121.9 194.4 84" 54' 192.0 80" 202.5 187.1 88' 165.4 150.2 72" 1409-... - ...- 144.0 78' 123.4 127.1 84" 136.4 90" 123.4 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 6 FOR OEOl9.3 WINDOW DING. EAT, CO YIOTH HEIGHT 81T. ( -) 24' 210.0 210.0 30° 202.9 207.4 38' 178.7 _ 188.1 42' 158.T _ 170.9 48" 145.9 182.0 54" 80" 157.1 50' 129.8 155.5 86' 124.7 152.0 72' 121.8 138.9 78' 119.8 121.5 84° 208.3 129.8 90" 172.8 118.6 24° 149.5 210.0 30° 133.3 210.0 36" 121.5 202.5 42' 112.7 185.1 48" 108.0 173.6 54' er 168.2 80" 97.2 162.0 88' 210.0 160.7 72' 175.8 135.9 78' 151.2 117.8 84" 134.1 124.7 90" 1215 111.8 24° 112.0 210.0 30° 104.7 204.8 38' 210.0 180.0 42° 177.7 183.4 48° 152.5 151.9 54" 72, 144.0 80' 121.5 138.9 68° 111.5 1359 72' 210.0 135.0 78' , ., 179.4 118.7 84" 1834 1214 90" 135.1 108.0 24" 121.5 210.0 30' 198.8 185.1 38' 182.8 1620 42' 138.9 146.2 48' 121.9 135.0 54" 109.4 ..� 127.1 80" 202.5 121.5 66" 165.4 117.8 72" 1409-... - ...- 115.7 78' 123.4 115.0 84' 110.8 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 8 FOR DETAILS WINDOW DINS. EM. (4) NT. ( -) 810114 HEIGHT 24" 19 -1/8" 210.0 30° 28 -1/2• 202.9 38" 37' 178.7 _ 42" 83 -1/8° 158.T _ 48" 19 -1/8" 145.9 54" 29 -1/2" 138.4 60" 84, 129.8 89" 83 -1/8' 124.7 72' 18 -1/8' 121.8 78" 26 -1/2' 119.8 24" 37' 208.3 30" 53 -1/8' 172.8 38° 19 -1/8" 149.5 42° 26 -1/2" 133.3 48' 98' 121.5 54° 83 -1/8° 112.7 80" 19 -1/8° 108.0 66' 28 -1/2° 101.0 72" 37' 97.2 24" 53 -1/8° 210.0 30" 175.8 38' 151.2 42' 108° 134.1 48' 1215 54" 112.0 60° 104.7 24" 210.0 30" 177.7 38" 152.5 42° 120' _ 134.8 43" 121.5 54" 111.5 24° 210.0 30" , ., 179.4 38" 132, 1834 42" 135.1 45" 121.5 24' 198.8 30" 182.8 36' 144' 138.9 42' 121.9 48' 109.4 24' 202.5 30° 165.4 38' 1409-... - ...- 42" 188' 123.4 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 8 FOR 0E018.S WINDOW 0516. EAT. ( +) WIDTH HEIGHT OTT. ( -) 19 -1/8" 210.0 28 -1/2• 28" 210.0 37' 210.0 83 -1/8° 210.0 19 -1/8" 210.0 29 -1/2" 38 -3/9' 210.0 37" 210.0 83 -1/8' 210.0 18 -1/8' 210.0 26 -1/2' 50-5/8• 210.0 37' 210.0 53 -1/8' 1988 19 -1/8" 210.0 26 -1/2" 63. 210.0 37' 170.0 83 -1/8° 144.6 19 -1/8° 210.0 28 -1/2° 74 -1/4• 210.0 37' 190.6 53 -1/8° 138.1 TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" TAPCON5 INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" 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 . 08 SfI.F DRII.INO SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy ffi 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 8 WDTH AND LENGTH D3***4S //M BE ORIENTED • VERTICALLY OR HORIZONTALLY M SHOWN ABOVE. •••• • • • • •••• • OR PAINTED) J12 S OR SELF DRILLING SCREWS INTO MIAMI -DARE APPROVED MULLIONS (MIN. THK. m 1/81 (NO SHIM SPACE) • • •• •• • • • • • • • • • • •• • OR. HUHAYOUN FAR000 SIRUC11i 1 FIA PE J1 _8867 CAN. a-.30 AUS302006 •••• • •••• • •••• • • •••• ••• • • • •• gassWainerlia Ohfelto a • •1' sheet of MIAMI -D E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • •.• • • • ••• •• •• • • • •. •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • MIAI•VII -DA•D• E COUNTY, FLORIDA • i • O D•AD€ FLAGLER BUILDING ;1401IST ItLA;GVER STREET, SUITE 1603 • • • • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) • • • • • •wwmaniamidade.gov/buildintzeode Construction Glass Industries Corporation 10100 N.W. 256 Street • • • • • • • ••• • • Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submittad 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 accei 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 11f25/1995 with revision C dated 05/14/2007, prepared by Al- Farooq Corporation, dated 05/16/2007, 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 proems. 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 # 02-0123.07 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. • • • • • • • • NOA No. 07-0312.03 Expiration Date: April 26, 2008 Approval Date: June 14, 2007 Page 1 Construction Glass Industries CorRoration • • ••• • • • .•• •• •• • • • • •. •• • • • • • •. • • • • • • • • • • ..• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: J VIDENCE SUBML1TED • . ... .... .• • • • • . • • • • • ••.• • ••.• • •.. • ...• • • .•• • • • ••• • • • DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M95 -13, titled "Mullion4tev+ ns i& bet lrpSfleets 1 through 5 of 5, dated 11125/1995 with revision C dated 94144 01MPippaxeJ by A1-Farooq Corporation, dated 05 /16/2007,signedand'seAled by'Hf niifott Farooq, P.E. B. TESTS 1. 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) 2. 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, prepared by Al- Farooq Corporation, dated 05/14/2007, signed and sealed by Humayoun Faroe, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 05/14/2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter from manufacturer stating that the product has not changed and requesting a One -Year Renewal to allow the time to perform a verification test, dated March 6, 2007, signed by Jorge Santaella. 3. Letter from laboratory confirming manufacturer has contracted and scheduled verification tests, issued by Hurricane Test Laboratory, dated 03/062007, signed by Monica Ream. G. OTHER 1. None E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 07-0312.03 Expiration Date: April 26, 2008 Approval Date: June 14, 2007 %aiEA00� CLIP ANGLE 6083 -T3 4675 MULLION CLIP (ALT. TO CUP ANGLE) 8083 6 FRAME MEMBER CO-373 LLCM* 8.000 --d 3.000 «4000 1000 MULLIONS CONTAINING WINDOW FRAME MEMBERS AT EACH SIDE HORIZONTAL OR VERTICALL, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ALL MULLIONS 6063 -T6 MIN, INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 AlEP-0 DETERMINE DE5ON LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE DACE COUNTY APPROVED GLAZING PRODUCTS MEET090 ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER P500410T APPROVAL USING GRAPHS ON SHEET 2 SELECT MULLION SIZE VADI DESIGN RATIO MORE THAN DEMON LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SLEETS 4 It 0, AND ANCHOR GRAPHS ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DE5IO5 LOADS SPECIFIED IN STEP 1 ABOVE MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. ALUMINUM TURF MULLION USE WITH: FRAMING MEMBER 073 NOTES; u • • • •• • •• • • • •• •• • • • • •• • • REQUIREMENTS Of THE FLORA BUILDING C000 •2004 0 woe 71015 INCLUDING ewe VELOCITY HURRICANE ZONE 0#412). • • • • • ALL GLAZING PRODUCTS USED WITH TEIE58 MYUiONS MUST per TAE APPUCABLE BUILDING CODE REQUIREMENTS LEL WIND L WATER INFILTRATION. FORCED ENTRY RESIST,WCF• If rl GUMOS ETC. • • • • WOOD BUCKS BY OTHERS, MUST BE MIOre•t RRO*ERLY TO •TEL NWOI LOADS TO THE STRUCTURE. ANCHORS SHAD. BE AS LISTED. SPACED AS•3iIQ0 ems, EASIEDAIEF TO BASE MATERIAL SHALL BE BEYOND WAU••-C-O-VE j50u! 0, TILE ETC.. ANCHORING moms OTHER THAN Tli0SE SHOIft IN U4ES BEM" • ARE NOT PATE OF MS APPR0#L • • •••• A LOAD DURATION INCREASE IN ALLONABLO STRESS LOUSED IN DESIGN OF ANCHgi5 NTO WOOD ONLY. fig.•• • • • • • • ALITF,5L,0 INCW0ING out NOT L.041E0 TO St uETu sans, TWG caw *0 • CONTACT VATH OTHER 04005444.05 MATERIALS SHAD. MEET THE REQUIRE • Of 2004 FLORIDA BLDG. CODE SECTLO14 2003.8.4. Dip HUMAYOUN LW.I FAR000 STRUCAIRES FLA. CARER. 07 MAY 1 6 2007 H C1m Z 0 H am U.•-• IA am LI EN Hm WAD O 4 MULLION LOAD CHART 1 x2m LTUBE, CGTix2� 1 x 4 MULL TUBE T CDIIRAT IMIIIIIMINNEVE NM= IN RUMS 1,"111■1-� :. 1:.; _ M _ �` i 111011111 MUM NM MUM MIN 1111MEM ■ - - I M I E R /4- 20 25 30 35 40 45 50 55 TRIBUTARY WIDTH - INCHES QN Wm M 0 GI w,� H O m 4 MULLION LOAD CHART " 1.. I 3 HULL TUBE 1111111111111111= MULL SPAN - 20 25 30 35 40 45 50 TRIBUTARY WIDTH - INCHES w LSI aN LI m wm 0 0 w,4 NIS At O.4 vN N am • IN CD H▪ m N O is 4 MULLION LOAD CHART I 1 x 4 MULL TUBE T CDIIRAT :. 1:.; _ M _ �` i 111011111 55 20 25 30 35 40 45 50 55 TRIBUTARY - INCHES VERTICAL, rHORRONOIL MUWON iceJCAL MULLION ARRAN W1 + W2 • • 2 • • • •• • • •••• • • • • •••• • •••• • • • •• •• •••• • • • • • • •••• • • • .NQIE. • • •••• MULLIONS RATED IN THESE 414111% 1 AY BE (MNTFj) VERTICALLY OR HORIZONTALLY. • • (INTERPOLATION BETWEEN WIDTHS ALLOWED) • • ANCHOR LOAD CHART 11196111=96 ilLIMMIM•111• IL.'116. 111100111111•111111111111111 0111•12116.1111= 1111901.1%.4111411111111111.111ailE MMIWIVI-111111117■ EL. LL 1111M,'"•111111 .11M1•1011M-M11-WM INE•11•INIMIBM:Lil AND:HORS TYPE A =INCUR 20 26 30 36 40 46 50 66 TRIBUTARY WIDTH - INCHES ANCHORS TYPE X". C OR 0 DOM PRODUCT " INUJC01 OLAWNO PRODUCT WI NECHCRS A, a, C OR W2 ANCHOR LOAD CHART ■ 20 26 30 36 40 46 60 TRIBUTARY WIDTH - INCHES HORIZONT/E INNUON ANCHORS TYPE 4 S. C OR 0 ItE10114111112LABBANAEMEM mom (w) - "1 2 +W2 ANCHOR LOAD CHART 56 20 CGIAP1CTC 25 30 35 40 TRIBUTARY WIDTH - . „ 46 50 INCHES ES ANCHOR LOAD CHART 20 2S 30 36 40 45 6 TRIBUTARY WITH - • • • •• • 910 • • • • •• • • • • • • • • • • • • • •••• ANY ANCHOR CONDITION SHOWN4REPTIMAY maw LOCATIONS AT HEAD, SILL OR ..1141141.1(0S. • FOR ANCHORS DESCRIPTION SEC smitE4 4 & ONTERPOLATION SEMEN WIDThS OR4SPANS ALM?. • • • • • • • • • • • • • • OWING PRODUCT 1- PDUC • ,_. ANCHORS TIPE A. IS C OR 0 ItE10114111112LABBANAEMEM mom (w) - "1 2 +W2 ANCHOR LOAD CHART 56 20 CGIAP1CTC 25 30 35 40 TRIBUTARY WIDTH - . „ 46 50 INCHES ES ANCHOR LOAD CHART 20 2S 30 36 40 45 6 TRIBUTARY WITH - • • • •• • 910 • • • • •• • • • • • • • • • • • • • •••• ANY ANCHOR CONDITION SHOWN4REPTIMAY maw LOCATIONS AT HEAD, SILL OR ..1141141.1(0S. • FOR ANCHORS DESCRIPTION SEC smitE4 4 & ONTERPOLATION SEMEN WIDThS OR4SPANS ALM?. • • • • • • • • • • • • • • ANCHORS TYPE 'A' ANCHORS E 'B' ANCHORS TYPE 'C' V\ Kim O ACC0mau1TE CLIQ:ANGLE TD MASONRY /4" 0 TAPCON 1/ ANGLE 41/4" 0 TAPCON 2/ ANGLE 2 X 2 X 1 /8' ALUM ANGLE 2 X 2 X 1 /8'_. ALUM ANGLE ° 2 X 2 X 1/8' ALUM ANGLE 14 S.M.S. 2/ ANGLE / 14 SACS. 2/ ANGLE / 14 S.M.S. se 3/ ANGLE a MULLION MULLION • 1/4' 0 TAPCON — 1 -1/4" MIN. EMBED 2/ ANGLE , ° CONCRETE OR NASONRY GLOM I—MULUON 2 X2X1 8' ALUM moLE 2-5/80 1.0207 18Y OR 2BY MULLION 2 X 2 X 1/8" AWM ANGLE —, 2 -6/8' LONG 1BY OR 28Y M000 BUCK _ 2X2X1 /B' 3 —ALUM• NGLE P •••• • • •••• •• • • • • •• • 1.804 MAX. • tea•• • • qQ. • •••• • •••• • • • •• •• •••• MULLION • 0 • • • •••• • • • • •••• • • • •• • ••• • • • •• • 2 X AAIGLE AWN / 14 S.M.S. 2/ ANGLE NOTCH ANGLES IASS MARBLE S U. OR TRIM T INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/S' MIN. PENETRATIONS INTO WOOD THRU BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY WOOD BUCKS NOT BY C.G.I. • MUST SUSTAIN LOADS IMPOSED. 1.expl OR. 1085.03.1N PAR000 SOGICTURES PLAT. N 1 18687 e. stenucr memo ®T°0= ' 03 .PRE GGNt:. 8 g • SNd 1/4' 02. TAPCON 1 -1/2" MEN. EM8EO 1/ ANGLE ANCHOR EDGE DISTANCES; INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 5/8' MIN. drawing M95 -13 (sheet 4 o 5 ; ANCHORS TYPE 'D' ruse MUWAGN 1X2, 9X3, 1X4 2" MIN, EDGE D•T. ••• • • • • • •••• • • • •• • •• • • • • •• • • •••• • • • • • • • • • •••• • • • • •••• • • • •• • • ••• • • • Egrilt D . 14:11001,1 MOOGG STRUC1URES Y 1 0 2007 • • • ... • •• :: • . ,.: - - • ••• • ••• • ••. •.• •� • • •• • • BUILDING CODE COMPLIAiN('TE pFFICE.TtCU� • • ° • ° PRODUCT CONTROL DWVLS ®! • MIAMI DADE COUNTY, FLORIDA ° -METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MAW, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTAYIE. c4)i;' • Windoor, Inc, ' . : • . • • .. : 1978 Stanhome Way • • • • Orlando, FL 32804 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perfomn 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 Sliding Glass Door with 5' Wide and 8' High Panels APPROVAL DOCUMENT: Drawing No. WIND0081, titled "Series 8000 SGD Large Missile 5080 Panels ", sheets 1 through 14 of 14, prepared by Product Technology Corporation, dated 09/13/04 with revisions "A" 12/29104, signed and sealed by Eric S. Nielsen, 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 LABELING: Each unit hall 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 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by I3erminio F. Gonzalez, P.E., Director, BCCO NOA No 04- 1020.03 Expiration Date: March 17, 2010 Approval Date: March 17, 2005 Page 1 Windoor, Inc. • ••• • • • ••• • •• •• •• • • • • • •e• • • • • • e *e • • • • ••• • • • ••e • ••• • ••• •i MIAM COUNTY • • •• •• • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • BUILDING CODE COMPLIANCE OFIVE CBCCO) PRODUCT CONTROL DIVISION • • • • • ••• • • • • • • •• •• • • • • • • • • ••• • • •• • • • • • • • • ••• NOTICE OF ACCEPTANG (l;T ®A): Construction Glass Industries 10100 N.W. 25 St. •• • • • Miami FL., 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ••• • • • • ••• • • • • • • • • • • • • h P� I� „JUL 3 It MO BY: '051 -(60% • • • MIAMI DADE COUNTY, FLORIDA • METRO -DADS FLAGLER BUIGDINO • • 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com •• • •• •• • • • • •" •" • • • • ••• •• DESCRIPTION: Series "450" Outswing Aluminum Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98 -01, titled "Series 450 Doors & Sidelites", sheets 1,1.1 through 7.1 of 7.1, prepared by Al- Farooq Corporation, dated 10/02/98 and last revised on 11 -08 -2006, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03- 0422.02 and, convicts of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No. 06- 0127.02 Expiration Date: November 09, 2011 Approval Date: November 30, 2006 Page 1 • • ••• • • • ••• •• •• • • • • •• •• . • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • Construction Glass Industries ' • • •' • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (trans srec ikom' a #�63 -04 *: 1. Manufacturel's i drawijgs aid secp.ops: 2. Drawing No.W91401, titled "SVies 450 Doors & Sidelites", sheets 1,1.1 through 7.1 of 7.1, prepared by AI Farooq Corporation, dated 10/02/98 and last revised on 11-08 -2006, sigrie'd In? se'aledhy IYr H liayoun Farooq, P.E. . ile:40.10114.43.0dinal .... B. TESTS (transferred frpj i test conducted per FBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loaning per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 Along with manufacturer's parts and section drawing marked up drawings of an aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. H'1'L -97055 (0080- 912 -97) dated 09/23 /97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202 -94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. 2. Additional test report on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test per SFBC, PA201 -94 3) Cyclic Wind Pressure Loading per SFBC, PA 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. H1L- 01071(0080- 0402 -02) dated 04/01/20028 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu Abraham, P.E. C. CALCULATIONS 1. Anchor verification dated 12- 21 -05and last revised on 11/06/06, prepared by Al- Farroq Corp., complying w/ FBC 2004 prepared, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies with ASTME - 1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERT1F1CATIONS • 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Saluda Interlayers", expiring on 03/04/09. F. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance and no financial interest, dated 12- 21 -05, signed. by Dr. Humayoun Farooq, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises & renews # 03- 0422.02, expiring 11-09-06 1 k � 1. L Avtc L haq I. Chanda, P,E. Product Control Examiner NOA No. 06- 0127.02 Expiration Date: November 09, 2011 Approval Date: November 30, 2006 E -1 •• • ••• • • • • • • • • • • • • • • ••• U`' JUL 3 1 2007 • ••• ••• • • • • • •• • • •' • • • • • • • • • • BUILDING CODE COMPLIANCE OFI'ICL (BCCO)0 • • : • • ••• • • •• •• • • • .• • • • • • • • • • • ••• • • • • • Construction Glass Industries • ••• . .• • •.. NOTIC3 bF'ACCE`$TTJtNGrEj. EVIDENCE SUBMITTED • • •.' •:. • • A. DRAWINGS (transferred from file # 01- 1002.03) I. Manufacturer's part and vections drawings. 2. Drawing No. 449.8-100,11114 Tenes 2;$ Aluminwn Casement Window, sheets 1 through 6 of f, repajerl 1 y 1:F rooq Corporation, dated 12/04/98 and last revised on 09-07-2006, signed and sealed 1 J) . Humayoun Farooq , P. E.. B. TESTS (transferred from file # 01- 1902.03) The original test conducted per PA 201, 202, 203 -94, now termed as TAS 201, TAS 202 & 203 -94: 1) Test report on 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94 Along with marked -up drawings and installation diagram of an Aluminum Casement Window, prepared by Hurricane Testing Lab, Inc., Test Report No(s). HTL -0080- 0303 -96, dated 03/06/96 for specimen #1, 2, 3 & 4 dated 10/14/94, signed and sealed by Timothy S. Marshall, P.E. 2) 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 IrI'L -1041 dated 10/14/94, signed and sealed by Yomil Kuri, 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 a alum. fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc. report No. HTL- 0080 - 9303 -96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. 4) Ref. Test report on 1) Uniform Static Air Pressure Test, Loading per ASTM E330. along with installation diagram of a Series CGI 238 alum. fixed windows, prepared by Hurricane Test Laboratory, Inc. report No. HTL -9080- 1127 -98 dated 11/10/98, signed and sealed by Timothy S. Marshall, P.E. 5) Ref. Test report on 1) Air Infiltration Test, per SPEC PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94. 3) Water Resistance Test, per SFBC PA 202 -94. along with installation diagram of CGI 238 alum. fixed window, prepared by Hurricane Testing Lab, Inc, report No. H'1'L -0980- 1107 -98 dated Nov. 10, 1998, signed and sealed by Timothy S. Marshall, P.E. 6) Ref. 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 a 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. E -1 ksL4c ►. Ishaq I. chanda, P.E. Product Control Examiner NOA No 06- 0928.04 Expiration Date: October 26, 2007 Approval Date: October 26, 2006 • • .•• • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••.•• Construction Glass Industries • • ••• •• •• • • • • • • • • • • • • • • • ••• • ••• ••• . NOTICE OF ACOEi ANCE: • V jDENt1 STJ'BM1TTED • • ••• • •S. • • • • C. CALCULATIONS • • • • • . • •. •. • 1. Anchor VerificatioRaactiaiC•o eoniplying w/ FBC -2004, dated 09-07-2006, prepared by A4•1'`aiodq C:o p:, 4a1:41,02/.16/01, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Analysis and anchor calculations for Series 238 Casement window addressing ASTM E1300 and new IG glass conditions, preparedby Al -Farooq Corp., dated 09/26/01, signed and sealed by Dr. Humayoun Farooq, P.E. (from file # 01- 1002.03) 3. Comparative Analysis and anchor calculations for Series CGI 328 CASEMENT picture window, prepared by AI- Farooq Corp., dated 02/20/99, signed and sealed by Humayoun Farooq, P.E. (Submitted under NOA# 01- 0730.01) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Saflex interlayer", expiring on 03/04/2009. F. STATEMENTS 1. Statement letter of compliance w/ FBC -2004 dated 09/07/06, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of compliance and of no financial interest, dated 08/31/06, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Laboratory compliance statements, part of above test reports. G. OTHER 1. This NOA renews & revises NOA # 01- 1002.03, expiring on October 31, 2006. 2. One year conditional approval subjected to verification test. 3. Testing confirmation letter issued by Hurricane Testing Lab dated 09 -01 -2006. 4. Correspondence between CGI & BCCO dated 03/21/01 & 08/21/2001 E -2 haq I. chanda, P.E. Product Control Examiner NOA No 06- 0928.04 Expiration Date: October 26, 2007 • Approval Date: October 26, 2006 • 0 1' •• •• •.• • • • • • • • . • • • • ••• WWW • • •• •. • • • • •; �GItNERAL WINDOW SECTIONS • • • • • ••• • ••• ••. • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • •• • • • •• ••• •• • • • • • • • VENT WIDTH WINDOW WIDTH EXTERIOR INSTRUCTIONS; -USE CHARTS AS FOLLOWS. WINDDW HEIGHT AT EACH END AND 18° 0.C. ON SHORTER SIDES 20" 0.C. ON LONGER SIDES WINDOW WIDTH VENT WIDTH WW -2° D.L. OPG. WW-7" 6" MAX. TYP. HEAD /SILL CORNERS VENT HEIGHT a. 0 FOR GLASS TYPES REFER TO SHEETS 3, 4 & 5. STEP 1 STEP 3 STEP 4 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 THRU 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE BASED ON APPLICABLE WIND DURATION. USING CHART ON SHEET 7 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN Si LP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. FOR MULUON /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. -rt 1 T —ft II II 18" MAX. TYPICAL ELEVATION SURFACE APPLIED FALSE MUNTINS OPTIONAL MAX. ANCHOR SPACING TO BE AS FOLLOWS 17" 0.C. ON LONGER SIDES 18" 0.C. ON SHORTER SIDES NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) 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 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 FLORIDA BLDG. CODE SECTION 2003.8.4 (SUPPLEMENT 2005). Engr. DR. HUMAYOUN FAR00Q STRUCTURES FLA. PE # 18557 C.A.N. 538 AUG s 0 2006 PRODUCT RENEWED as semplyba Ida do lliwids Delft Cede Explodes ?- 21kaisliAA Deride* C SERIES -238 FM. (305) 593 -6592 ifl) N Z UPDATED FOR 2004 FBC .o S r 0 0 8 0 0 O v 0 N o U 0 m 0 vJ a c 1 0 drawing no. W99 -10 (sheet 1 of 7 Q U G Z (I) W N 1 ZC(0°' QNM en 0 F ° 1 in & d < oi FAX. (305) 593 -8592 sheet 2 of 7 ) • • ••• • • ••• •• • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 0•• • • • • ••• • ••• ••• ••• • • • • • • • • • • • • • • •� • • • • •• • • •• • •••• • • VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. 2.625 2.625 CORNER KEY .060 THICK ST. STEEL a in N 2.075 CORNER KEY .062 THICK ALUMINUM .383 FRAME GLAZING STOP ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARK'S 1 CGI -373 4 FRAME 6063 —T6 INDALEX OR EQUIV. 2 CGI -378 4 VENT (5/16" LAM. GLASS) 6063 —T6 INDALEX OR EQUIV. 28 — 4 VENT (INSUL. LAM. GLASS) 6063 —T6 INDALEX OR EQUIV. 2C CGI -385 4 VENT (7/16° LAM. GLASS) 6063 -76 INDALEX OR EQUIV. 3 CGI -375 4 GLAZING BEAD 6063 -75 INDALEX OR EQUIV. 4 — 4 .060 THICK CORNER KEY ALUMINUM — 5 — 8 .060 THICK CORNER KEY ST. STEEL — 6 AP -425 AS REQD. FRAME WEATHERSTRIPPING — SCHLEGEL APTUS 7 Q200 X190 AS READ. VENT WEATHERSTRIPPING — SCHLEGEL Q —LON 8 — AS REQD. VENT SCREWS 0 20" 0.C. LONGER SIDES, 18" O.C. SHORTER SIDES — #10 X 1° SS SMS 9 — 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS — #10 X 1 -1/4" SS SMS FRAME CORNER .720 --I 1.438 VENT (5/16" LAM. GLASS) VENT (INSUL. LAM. GLASS) 1.757 .090 TYP. 1.875 .720 --i 1.438 — 1.347 VENT (7/16" LAM. GLASS) Engr. DR. HUMAYOUN FAROOQ FLA PEC# 16557 CAN. 3538 AUG 3 0 2006 PRODUCT RENEWED is enuiplying witIke Midis iteldlag Code AccepDare NI 6-d94 O3 Rapindas ts�^?'� 760- to C O N 0 A O N y, 0 o O 0 N 0 a 9 N m 1 �ga i' drawing no. W99 -10 PERFORMANCE VALUES NO REFER TO SHEETS OF '4 P1 T I SI TA•dd: lultalow2 :• i i i i •DETAILS • • SHU r r Ctts RR`QUIDED 6 AND •7 FOR INMTALIl1TIWN WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' WIDTH HEIGHT EXT. (0) .1#,q. (- /4T. j +) 1NT.,( -) 24" 30" 36" 42" 48° 54" 60° 36° 118.0 480.8 •110.b • 4°11 118."• • 144.0 411... - 1 .e 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 • 101.4• • • • 18 '1.4 • •• :140: :113.5 , •• • :120.8 • : 120.0 84.8 ; $4.g 74.7•• 14.1 • 1111.0• '114.3• 24" 30" 36" 42" 48" 54" 60" 42" 110.0 166.4 110.0 168.0 110.0 142.5 110.0 144.0 110.0 120.0 110.0 120.0 102.9 102.9 102.9 102.9 85.0 85.0 102.9 102.9 75.1 75.1 102.9 102.9 66.4 66.4 90.0 90.0 24" 30" 36" 42" 48" 54° 60" 48" 110.0 153.1 110.0 160.0 110.0 117.6 110.0 120.0 101.4 101.4 110.0 120.0 85.0 85.0 102.9 102.9 75.5 75.5 90.0 90.0 68.4 68.4 90.0 90.0 63.6 63.6 90.0 90.0 24" 30" 36" 42" 48° 54" 60" 54" 110.0 134.8 110.0 154.3 99.4 99.4 110.0. 120.0 84.8 84.8 110.0 120.0 75.1 75.1 102.9 102.9 68.4 68.4 90.0 90.0 65.8 65.8 80.0 80.0 59.0 59.0 80.0 80.0 24" 30" 36" 42° 48" 54° 60" 110.0 119.4 110.0 120.0 87.8 87.8 110.0 120.0 74.7 74.7 110.0 114.3 66.4 66.4 90.0 90.0 63.6 63.6 90.0 90.0 59.0 59.0 80.0 80.0 24" 30° 36" 42° 48° 110.0 112.5 110.0 120.0 82.1 82.1 110.0 120.0 66" 66.6 66.6 90.0 90.0 58.1 58.1 90.0 90.0 56.1 56.1 90.0 90.0 24" 30" 36" 42" or 105.4 105.4 110.0 120.0 74.0 74.0 110.0 120.0 72" 59.2 59.2 90.0 90.0 51.2 51.2 90.0 90.0 49.8 49.8 83.9 83.9 • • PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) 24" 30" 36° 42" 78. 97.5 97.5 110.0 120.0 67.2 67.2 90.0 90.0 50.8 50.8 90.0 90.0 46.1 46.1 86.1 86.1 24" 30° 36" 84" 103.0 103.0 110.0 120.0 63.0 63.0 90.0 90.0 47.3 47.3 90.0 90.0 24" 30" 36" 96° 87.5 87.5 110.0 120.0 56.3 56.3 90.0 90.0 41.6 41.6 90.0 90.0 24" 30" 108" 69.6 69.6 90.0 90.0 53.5 53.5 90.0 90.0 24" 120" 58.8 58.8 90.0 90.0 WINDOW LENGTH O WDW. WIDTH J z NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) INT. ( -) 19 -1/8" 28 -1/2" 37° 53 -1/8" 26" 110.0 210.0 110.0 210.0 110.0 166.2 110.0 166.2 110.0 186.2 110.0 166.2 110.0 120.0 110.0 120.0 19 -1/8" 26-1/2" 37° 53-1 /8" 38 -3/8° 110.0 200.6 110.0 200.6 110.0 163.0 110.0 163.0 110.0 116.8 110.0 116.8 81.9 81.9 110.0 112.6 19 -1/8" 26 -1/2" 37" 53 -1/8" 50 -5/8" 110.0 185.7 110.0 185.7 110.0 125.2 110.0 147.2 92.1 92.1 110.0 116.8 66.6 66.6 85.3 85.3 19 -1/8" 26-1/2" 37° 53 -1/8° 63" 110.0 177.5 110.0 177.5 98.1 98.1 110.0 120.0 68.6 68.6 110.0 110.2 56.6 56.6 81.3 81.3 19 -1/8" 26-1/2" 37" 74-1/4" 110.0 120.0 110.0 120.0 85.2 85.2 110.0 120.0 55.4 55.4 90.0 90.0 1/8° ANN. GLASS .090 INTERLAYER SAFLEX PVB 111114a 5/16" NOMINAL GLASS TYPE '2' 1/8" ANN. GLASS GE -1200 SILICONE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02 (3 SEC. GUSTS) 3/16" ANN. GLASS .090 INTERLAYER SAFLEX PVB 3/16" ANN. GLASS 1111111" 7/16" NOMINAL GLASS TYPE '3' Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE 1 16557 C.A.N. 3538 AUG 3 0 2006 GE -1200 SILICONE moDucrumwm asewapiyiagwalbefloridi Cok Ameptwe Egdadow Obilha 0 w 0 ci 0 0 O 0, a 2 0 SERIES -238 ALUMINUM FIXED WINDOW 0 0 Z z (° O o FAX. (305) 593 -6592 c O 5 0 a 0 N .0 O 0 0 0 0 m O 0 u J drawing no. w99 -1U (sheet 3 of 7 • PERFORMANCE YALU•S••; OF IMPACT RESISTANT WDOWS•• NO SHUTTERS REQUIRED • REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. • GLASS t•'6; ••• •; rESFPRIONCE VALUES IIrAC1 IgjSSISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALL 11ON DETAILS • WI:MOT RCS • PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS ' GLASS TYPE '8' WINDOW DIMS. WIDTH HEIGHT EXT. C +) . 1VTT. ( -) : WIDTH 4E414 24" 30" 36° 42" 48" 54" 60" 36" 110.0. 395.8 110.0 156.6 110.0 1130 ; 110.0 %2GZel i 110.0 •120!0 • 110.0 120.0 110.0 120.0 24" 30" 36" 42" 48" 54" 60" 42" 110.0 193.6 110.0 156.6 110.0 120.0 96.9 111.9 96.9 111.9 96.9 111.9 90.0 90.0 24" 30" 36" 42" 48" 54" 60" 48" 110.0 184.4 110.0 120.0 110.0 120.0 95.9 111.9 84.8 97.9 90.0 90.0 90.0 90.0 24° 30" 36" 42" 48" 54" 60" 54° 110.0 177.8 110.0 120.0 110.0 120.0 96.9 111.9 90.0 90.0 80.0 80.0 80.0 80.0 24" 30° 36" 42" 48° 54" 60" 63" 66" 69" 72" 75" 78" 81" 84" 87" 60" 110.0 120.0 110.0 120.0 110.0 120.0 90.0 90.0 90.0 90.0 80.0 80.0 70.0 70.0 . .. • 24 � 30° •• ••• • • • • • • •• •4Ei • • • • • • 48 "• ••• 54" 57" 60" 63' 66" 69° 72" 75' 78` 81' 84" 87" •• • • •• 66" EXT. (-I-) 110.0 114T. ( -) 120.0 WIDTH HEIGHT 110.0 120.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 68.6 68.6 65.5 65.5 65.5 65.5 65.5 65.5 50.0 50.0 50.0 50.0 50.0 50.0 24" 30' 36" 42" 45" 48" 51" 54" 57" 60" 63° 66" 69" 72" 75" 84" GLASS TYPE '6' EXT. ( +) 110.0 WINDOW DIMS. GLASS TYPE '8' I NT. ( -) 120.0 WIDTH HEIGHT 90.0 90.0 90.0 70.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 24" 30" 33" 36" 39° 45- 48 132" EXT. ( +) 70.0 1NT. ( -) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 24" 30" 33" 36" 39" 42" 45" 144" 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 24" 30' 36` 42" 48" 51" 54" 57" 60" 63" 66" 69" 72" 75" 78° 81" 84° 87° 72" 110.0 120.0 110.0 120.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 68.6 68.6 65.5 65.5 24" 30" 36" 39" 42" 45" 48" 51" 54" 57" 60" 63" 66" 96" 110.0 120.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 24" 30" 33" 36" 39" 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 24" 30" 36" 42' 45° 48" 51' 54" 57" 60" 63" 66" 69" 72" 75" 76" 81° 78" 110.0 120.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 70.0 24" 30" 33" 36" 39" 42" 45" 48" 51" 54" 57" 60" 108" 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 24" 30" 33° 36" 39" 42" 45" 48" 51" 54" 120° 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 156" 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 WINDOW LENGTH WDW. WIDTH 1 /// BOIL WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '6' WIDTH HEIGHT EXT. ( +) 1 NT. ( -) 19 -1/8" 110.0 210.0 26 -1/2" 110.0 180.7 37" 26" 110.0 180.7 53-1/8" 110.0 120.0 19 -1/8" 110.0 210.0 26 -1/2" 110.0 177.3 38 -3/8" 110.0 120.0 37" 53 -1/8° 110.0 120.0 19 -1/8" 110.0 210.0 26 -1/2" 110.0 169.7 50 -5/8" 110.0 120.0 37° 53 -1/8" 85.3 85.3 19 -1/8" 110.0 204.6 26 -1/2" ° 110.0 120.0 37" 63 110.0 120.0 53 -1/8" 81.3 81.3 19 -1/8" 110.0 120.0 26 -1/2" 110.0 120.0 37" 74 -1/4" 90.0 90.0 53-1/8" 70.0 70.0 3/1 6' HEAT STREN'D GLASS .090 INTERLAYER SAFLEX PVB 3/16" HEAT STREN'D GLASS 5E -1200 SILICONE 7/16" NOMINAL GLASS TYPE '6' Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 AUG 3 0 2006 PRODUCT RENEWS', compkingwEb tlheIBMS Balding AEtsepeirpetatiO 3 ay t S(. I . Ut" tc(t M fl�OWIt Division 00 000 Z w 1 0 o F N • 2 ao M re o aA o u U w , p o' ) os 4 Q I O a'1-o:N W 0 M 1 CZ.�r�'34v W.-M 0 0 z 0 w X z J a0 N (nI w ( 1 0 i w 5 0 0 0 0 E 3 N m 0 m 0 1 drawing no. W99 -10 sheet 4of 7 PERFORMANCE VALUES Ol rMIACi REISitiNT TINI;OWS NO SHUTTERS REttUft • • • • • • • REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. G A S 4 E '2A': q) T %'3te; WIDTH HEIGHT EXS. j+), 41 Ni'. (-). EX1; ( +1 :N2. 41) 24" 30" 36" 42" 48" 54" 60" 36" 1•00 • 180.5 •' 1?0.0 195.8 110.0 144.0 110.0 156.6 110.0.. .120.0 • • • . • 4'50.0 • • • • . • • 13 @.S . • 110.0' • mg : :Igo :4 12Q.Q 1072. • :10t✓.1 • • ;1 Oi0 : • • 1 a0.0 90.1 90.1 110.0 120.0 79.3 79.3 110.0 120.0 24" 30" 36" 42" 48" 54" 60° 42" 110.0 168.0 110.0 193.6 110.0 144.0 110.0 156.6 110.0 120.0 110.0 120.0 102.9 102.9 96.9 111.9 90.3 90.3 96.9 111.9 79.8 79.8 96.9 111.9 70.5 70.5 90.0 90.0 24" 30" 36" 42° 48" 54" 60° 48" • 110.0 160.0 110.0 184.4 110.0 120.0 110.0 120.0 107.7 107.7 110.0 120.0 90.3 90.3 96.9 111.9 80.2 80.2 84.8 97.9 72.7 72.7 90.0 90.0 67.6 67.6 90.0 90.0 24" 30" 36" 42" 48" 54° 60" 54" 110.0 143.3 110.0 177.8 105.6 105.6 110.0 120.0 90.1 90.1 110.0 120.0 79.8 79.8 96.9 111.9 72.7 72.7 90.0 90.0 69.9 69.9 80.0 80.0 62.7 62.7 80.0 80.0 24" 30" 36" 42" 48" 54° 60" 110.0 120.0 110.0 120.0 93.3 93.3 110.0 120.0 79.3 79.3 110.0 120.0 70.5 70.5 90.0 90.0 67.6 67.6 90.0 90.0 62.7 62.7 80.0 80.0 24° 30" 36" 42" 48" 66° 110.0 119.5 110.0 120.0 87.2 87.2 110.0 120.0 70.7 70.7 90.0 90.0 61.7 61.7 90.0 90.0 59.6 59.6 90.0 90.0 24" 30" 36" 42" 48" 110.0 111.9 110.0 120.0 78.6 78.6 110.0 120.0 72° 62.9 62.9 90.0 90.0 54.4 54.4 90.0 90.0 52.9 52.9 90.0 90.0 PERFORMANCE VALUES NO REFER TO SHEETS OF IMPACT RESISTANT WINDOWS DETAILS SHUIItt REQUIRED 6 AND 7 FOR. INSTALLATION WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1NT. ( -) 24° 30" 36° 42° 78, 103.6 103.6 110.0 120.0 71.4 71.4 90.0 90.0 54.0 54.0 90.0 90.0 48.9 48.9 90.0 90.0 24" 30" 36" 84" 109.4 109.4 110.0 120.0 67.0 87.0 90.0 90.0 50.2 50.2 90.0 90.0 24" 30° 36" 96" 92.9 92.9 110.0 120.0 59.8 59.8 90.0 90.0 44.2 44.2 90.0 90.0 24" 30" 108, 74.0 74.0 90.0 90.0 56.8 56.8 90.0 90.0 24" 120" 62.5 62.5 90.0 90.0 0 z WDW. WIDTH WINDOW LENGTH NOTE WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 1/8" TEMP. GLASS 1/8" ANN. GLASS .090 INTERLAYER SAFLEX PVB PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 19 -1/8" 26 -1 /2" 37" 53 -1/8° 26° 110.0 210.0 110.0 210.0 110.0 166.2 110.0 180.7 110.0 166.2 110.0 180.7 110.0 120.0 110.0 120.0 19 -1/8° 26 -1/2° 37" 53 -1/8" 38-3/8" 110.0 200.6 110.0 210.0 110.0 163.0 110.0 177.3 110.0 116.8 110.0 120.0 87.0 87.0 110.0 120.0 19 -1/8° 26 -1/2" 37" 53 -1/8" 50 -5/8° 110.0 185.7 110.0 210.0 110.0 133.0 110.0 169.7 97.9 97.9 110.0. 120.0 70.8 70.8 85.3 85.3 19 -1/8" 26 -1/2° 37" 53-1/8" 63" 110.0 177.5 110.0 204.6 104.3 104.3 110.0 120.0 72.9 72.9 110.0 120.0 60.1 60.1 81.3 81.3 19 -1/8" 26 -1/2" 37" 74 -1/4" 110.0 120.0 110.0 120.0 90.5 90.5 110.0 120.0 58.8 58.8 90.0 90.0 1/8" TEMP. GLASS 1/8" TEMP. GLASS .090 INTERLAYER SAFLEX PVB 1-1/8" ANN. GLASS 1/8" TEMP. GLASS 011111k 1 ■ 3/4" INSULATED GLASS TYPE '2A' GE -1200 SILICONE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) Y 3/4" INSULATED GLASS TYPE '3A' Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 CAN. 3538 AUG 302006 GE -1200 SILICONE PRODUCT RENEWED ! 092 •a3 Rip• ladow DID By 1S4a01 1. Lt.t vat Muni ikrit~at Omani >Divbien J 0 0 0) 0) 0 0 a Z w L z J SERIES -23 N etO U 0 1J) W C9 c(0 0 ONE UWM d) zo. C T1 O L. c 0 0. 0 w ce 0 as m 0 4 0 0 U (date: 02 -19 -99 e k dr. by: HAMID drawing no. W99 -14 (sheet 5 of 7 • • • 0-70 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • ••• ••• • • ••• • • • • •• • • • • • • • • • • • • • • • • • - • ` • • • • • • • eJ • ••• • • •• _ • • 00 ••• •• • • : • • • • • • •• • • • • • • • ••• •• 2 -1/2" MIN. INSTALLATION TYPE '1' INSTALLATION CONDITIONS (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 1 3/8' 2 1/8' J WOOD BUCK TYPE '1' MATERIAL - PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD 2 -1/2' MIN. INSTALLATION TYPE '2' M 2 1/8' MIN. WOOD BUCK TYPE '2' NO MA.: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD SEALANT 1/4' TAPCONS 1 -1/2' EMBED F., • Q. a a : vl . , • c ' ° BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 1 3/8' WOOD BUCK TYPE '3' ,(.: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD SEALANT 1/4' TAPCONS 1 -1/2' EMBED 1 2E 4 1 _ \ .r BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8' MIN. WOOD BUCK TYPE '4' ,: 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 METAL \STRUCTURES ATTACHM NT TO METAL STRUCTURES 1 x fA #12 SMS lIIlLr. A\Wq C ATTACHMENT TO APPROVED MULLION$ PRODUCT RENEWIII I as sompighiwita do Raids Ruildig Code kevidasee No a- ,7* 2409- Ihtpkithateik 1,44,tet 41- lohris Engr. DR. HUMAYOUN FAROOO STRUCTURES FLA. PE i 16557 CAN. 538 AUG 3 0 2006 0 O_ rn I ZJ a. 2 0 0 C 0 0 z 0 w x J M N w I EE w 0 v Z Nw �'DCo nic Z C (0 Q N ,71 U(°. 1.1 Z LL Z�� 0 dQ N PAX. (305) 593 -6592 0 t v C 0 0- H 0 0 0 0 0 03 0 0 m c scale: 1/2 - 1° f dr. by HAMID drawing no. W99 -10 (sheet 6 of 7 • PERFORMANCE VALuisSi • • : OF INSTALLATION ANC&IORS: REFER TO SHEET 6 FOR &TAILS • • WINDOW DIMS. Ems. (i) • • WIDTH HEIGHT it T• { 24" 210.0 :2.0 • • 30" 207.4 210.8 176.7 36" 185.1 210.0 ••• 42" -_ 170.9 21.01Q : • • ••• •• 00 • • • • • • • • • • Ci RAL WINDOW SECTIONS • • • • • • ••• • • • ..• ..• • • • • • • • • • • • • 008 ' • • ••• ••• • • • . • • • • • • • • • • • • . • • • • • • • self •• • • •e • • • • • • • • • • • SNUBBER AT IMPACT VINDDVS ONLY • .. • . • • • • •• • • • . MOg W g �-1 D.L. OPG. - VENT WIDTH WINDOW WIDTH EXTERIOR INSTRUCTIONS; USE CHARTS AS FOLLOWS. 0 x S •. • •• • • .• FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. d J 00o 1 WINDOW WIDTH VENT WIDTH WW -2" D.L. OPG. WW-7" 6" MAX. TYP. HEAD /SILL CORNERS r - D.L. OPG. VENT WIDTH 2 1/2" • WINDOW WIDTH STEP 1 STEP 2 STEP 3 STEP 4 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPUCABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE BASED ON APPUCABLE WIND DURATION. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION SURFACE APPLIED FALSE MUNTINS OPTIONAL PRODUCT RENEW as comptyiftwkh the Merida Bldstingeede Asequage -D9Zd �G jL Sifts FOR MUWON /MULTIPLE UNITS, REFER TO SEPARATE CCI MULLION N.O.A. NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION (REV. 2005) 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 IN ALLOWABLE STRESS 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 FLORIDA BLDG. CODE SECTION 2003.8.4 (SUPPLEMENT 2005). THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. DR. HUMAYOUN FARO()) STRUCTURES FLA. PE # 16557 C.A.N. 3538 7.00ii Zi.f1"°' n a IY m 0 rn In O ?� o a qw ,,. cn 0 o c' 0 Urn s ,) Z � � if c UQM W c O a 0 0 as 4, 0 0 0 H 0 0 0 lC Q to U 0 1. J .u' drawing no. W98 -100 (sheet 1 of 6 • • ... • • • •• • • • .. • • • • • • • • • .•• • • • • • .•• • • • • • • ••• • • • • • �• • • • • • ••• •• • • • • • ••• •.• • • • • • • • • • ••. • • • • • • • • • • . • • •. VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR ECM: • CORNER KEY .060 THICK ST. STEEL CORNER KEY .062 THICK ALUMINUM .383 FRAME .754 .830 b .617 GLAZING STOP ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMAKES 1 CGI -373 4 FRAME 6063 -T6 INDALEX OR EQUIV. 2 CGI -378 4 VENT (5/16° LAM. GLASS) 6063 -T6 INDALEX OR EQUIV. 6 J 305) 262 -6978 8. 8 1.222 —4 VENT (5/16" LAM. GLASS) 1.875 1.757 .090 TYP. .720 1.438 �° -1.624 -- mI VENT (INSUL LAM. GLASS) 28 2C 3 4 5 6 7 CGI -385 001 -375 4 VENT (INSUL LAM. GLASS) 606.3-T6 INDALEX OR EQUIV. 4 VENT (7/16° LAM. GLASS) 6063 -T6 INDALEX OR EQUIV. 4 GLAZING BEAD 6063 -T5 INDALEX OR EQUIV. 4 .060 THICK CORNER KEY ALUMINUM 8 .060 THICK CORNER KEY SE STEEL 8 9 AP -425 • Q200 X190 35 -10-00 -101 24- 13- 00-202 AS READ. AS REQD. FRAME WEATHERSTRIPPING SCHLEGEL APTUS VENT WEATHERSTRIPPING SCHLEGEL Q-LON 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM 2/ VENT FACE MOUNT LOCK STEEL STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8° SS SMS TRUTH, ATTACHED W/ (2) #8 X 3/8° SMS 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 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS 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 L757 .090 TYP. 1.875 .720 1.438 -1.347 VENT (7/16" LAM. GLASS) ,-stf FRAME CORNER FJ(gr. DR. HUMAYOUN FAROOQ F PE # 16557 CAN. 3538 PRODUCT ft- D Illnidbgeede Flerkla Espistion Agespwstee n: VG 0 U (n W t- o Z(j•in ONM 40 z 00 FAX. (305) 593 -6592 0 0 iz. 0 0) .0 9 .0 '00 0 N 0 O U m drawing no. W95-1 00 (sheet 2 of 6 sheet 30f 6 ) • 1 /8" ANN. GLASS • • • • • • • •.3/; r 41N, :FAA-SS 3/16" HEAT STREN'D GLASS • .090 INTERLAYER • • • :0901 INTERLAYER .090 INTERLAYER • SAFLEX PVB • • .. • • •• ;AF•'L (. PVB SAFLEX PVB 1/8° ANN. GLASS • .•. •.. I 3/16" ANN. GLASS 3/16° HEAT STREN'D GLASS GE- . • �. •• 'HI • • • ••• m SILW • GE -1200 AliIiil 5/16" NOMINAL GLASS TYPE '2' • • •• • • • . • • • • . • • ••• . • • • • • • • • •• • • • • • • • • 7/16" NOMINAL GLASS TYPE '3' 7/16" NOMINAL GLASS TYPE '6' GE -1200 SILICUNE PERFORMANCE VALUES OF' IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHt_t. S 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) 20" 24" 28" 30" 32" 36" 40" 42" 36° 110.0 194.3 110.0 210.0 110.0 210.0 20" 24" 28" 30" 32" 36" 60 " 98.8 112.6 110.0 210.0 110.0 210.0 110.0 161.9 110.0 210.0 110.0 210.0 85.8 95.4 110.0 120.0 110.0 120.0 110.0 138.8 110.0 210.0 110.0 210.0 76.7 83.3 110.0 120.0 110.0 120.0 110.0 129.5 110.0 209.5 110.0 210.0 73.2 77.7 110.0 120.0 110.0 120.0 110.0 121.4 110.0 191.1 110.0 210.0 70.2 72.8 110.0 120.0 110.0 120.0 107.9 107.9 110.0 196.5 • 110.0 210.0 64.8 64.8 110.0 120.0 • 110.0. 120.0 97.1 97.1 110.0 120.0 110.0 120.0 20" 24" 28" 30" 32° 66" 86.7 86.7 110.0 169.0 110.0 169.0 92.5 92.5 110.0 120.0 110.0 120.0 73.4 73.4 110.0 120.0 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 42" 110.0 166.5 110.0 210.0 110.0 210.0 64.2 64.2 110.0 120.0 j 110.0 120.0 110.0 138.8 110.0 210.0 110.0 210.0 60.6 60.6 110.0 118.2 110.0 118.2 110.0 118.9 110.0 210.0 110.0 210.0 57.5 57.5 110.0 112.2 110.0 112.2 110.0 111.0 110.0 210.0 110.0 210.0 20" 24" 28" 30" 32" 72" 66.4 66.4 110.0 120.0 110.0 120.0 104.1 104.1 110.0 120.0 110.0 120.0 56.1 56.1 109.3 109.3 109.3 109.3 92.5 92.5 110.0 120.0 110.0 120.0 48.9 48.9 95.3 95.3 95.3 95.3 83.3 83.3 110.0 120.0 110.0 120.0 46.0 46.0 89.8 89.8 89.8 89.8 79.3 79.3 110.0 120.0 110.0 120.0 43.6 43.6 85.0 85.0 85.0 85.0 20" 24" 28" 30" 32" 36" 40" 42" 48" 110.0 145.7 110.0 210.0 110.0 210.0 20" 24" 28" 78" 52.0 52.0 101.3 101.3 101.3 101.3 110.0 121.4 110.0 210.0 110.0 210.0 43.8 43.8 85.4 85.4 85.4 85.4 103.8 104.1 110.0 120.0 110.0 120.0 38.1 38.1 74.3 74.3 74.3 74.3 97.1 97.1 110.0 120.0 110.0 120.0 20" 24" 84" 41.5 41.5 80.8 80.8 80.8 80.8 91.1 91.1 110.0 120.0 110.0 120.0 34.9 34.9 68.0 68.0 68.0 68.0 80.9 80.9 110.0 120.0 110.0 _ 120.0 19-1/8" 26-1/2" 37" 26" 110.0 210.0 110.0 210.0 110.0 210.0 72.8 72.8 110.0 120.0 110.0 120.0 110.0 203.0 110.0 210.0 110.0 210.0 69.4 69.4 110.0 120.0 110.0 120.0 110.0 145.4 110.0 210.0 110.0 210.0 20" 24" 28" 30" 32" 36" 40" 42" ° 54 110.0 129.5 110.0 195.7 110.0 210.0 , 19 -1/8" 26-1/2" 37" 38 -3/8" 110.0 190.6 110.0 210.0 110.0 210.0 98.0 107.9 110.0 210.0 110.0 210.0 110.0 137.5 110.0 210.0 110.0 210.0 88.2 92.5 110.0 120.0 110.0 120.0 98.5 98.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 19 -1/8" 26 -1/2" 37" 50 -5/8" 110.0 144.5 110.0 210.0 110.0 210.0 80.9 80.9 110.0 120.0 110.0 120.0 99.7 104.3 110.0 203.3 110.0 203.3 71.9 71.9 110.0 120.0 110.0 120.0 74.7 74.7 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 19-1/8" 26 -1/2" 37" 63" 96.7 104.2 110.0 203.2 110.0 203.2 61.7 61.7 110.0 120.0 110.0 120.0 74.9 77.9 110.0 120.0 110.0 120.0 60.0 60.0 110.0 117.0 110.0 117.0 19 -1 /8° 26-1/2" 74-1/4" 63.0 63.0 110.0 120.0 110.0 120.0 46.6 46.6 90.9 90.9 90.9 90.9 PRODUCT RENEWED llaidiagcode Altiplano cr!;-.4171031 igsrealias Division Control NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02 (3 SEC. GUSTS) Errgr. DR. STRUUACTURESS FAROOQ FLA. PE # 16557 CAN. 3536 t (305) 262 -6978 0 0 8 a 0 co X to U co a In Z}- to .W. Pj C9 N Ocv,"co U M rn 0 z0 5 0 UPDATED FOR 2004 FBC 0 0 8 0 0 0 U 1 0 drawing no. W98 -loo • ••• 1/8" TEI .•d•ASS• • • •• •• ••• •1/8 "• • GL +S3 • • • • • '090•INT!RIAYER • ••• SAFLEX PV8 • • GLASS• • •• • • • • • • • • • • • • • • • • " x4200 • ILICONE ••• ••• • • • •• ••• •• • • • •• • • 3/4" INSULATED GLASS TYPE '2A' • • • • •• • • • • • • • • ••• •• 1/8" TEMP. GLASS 1/8" TEMP. GLASS .090 INTERLAYER SAFLEX PVB 1/8" TEMP. GLASS GE 1200 ILICONE 3/4" INSULATED GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEtIS 5 AND 6 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 AND 6 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE `2A' GLASS TYPE `3A' WINDOW DIMS. GLASS TYPE 42A' GLASS TYPE `34' WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. CO 1 NT. ( -) WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) 20" 24" 28" 30" 32" 36" 40" ' 42" 36„ 110.0 194.3 110.0 210.0 20" 24" 28" 30" 32° 36° 60" 98.8 112.6 110.0 210.0 110.0 161.9 110.0 210.0 85.8 95.4 110.0 120.0 110.0 138.8 110.0 210.0 76.7 83.3 110.0 120.0 110.0 129.5 110.0 210.0 73.2 77.7 110.0 120.0 110.0 121.4 110.0 210.0 70.2 72.8 110.0 120.0 107.9 107.9 110.0 210.0 64.8 64.8 110.0 120.0 97.1 97.1 110.0 120.0 20° 24" 28" 30" 32" 66" 86.7 86.7 110.0 169.0 92.5 92.5 110.0 120.0 73.4 73.4 110.0 120.0 20" 24" 28" 30" 32" 36" 40" 42" 42" 110.0 166.5 110.0 210.0 64.2 642 110.0 120.0 110.0 138.8 110.0 210.0 60.6 60.6 110.0 118.2 110.0 118.9 110.0 210.0 57.5 57.5 110.0 112.2 110.0 111.0 110.0 210.0 20" 24" 28" 30" 32" 72" 66.4 66.4 110.0 120.0 104.1 1 -04.1 110.0 120.0 56.1 56.1 109.3 109.3 92.5 92.5 110.0 120.0 48.9 48.9 95.3 95.3 83.3 83.3 110.0 120.0 46.0 46.0 89.8 89.8 79.3 79.3 110.0 _ 120.0 43.6 43.6 85.0 85.0 20" 24" 28" 30 "" 32" 36" 40" 42" 110.0 145.7 110.0 210.0 20" 24" 28" 78" 52.0 52.0 101.3 101.3 110.0 121.4 110.0 210.0 43.8 43.8 85.4 85.4 103.8 104.1 110.0 120.0 38.1 38.1 74.3 74.3 97.1 97.1 110.0 120.0 20" 24" 84" 41.5 41.5 80.8 80.8 91.1 91.1 110.0 120.0 34.9 34.9 68.0 68.0 80.9 80.9 110.0 120.0 19-1/8" 26 -1/2" 37" 26" 110.0 210.0 110.0 210.0 72.8 72.8 110.0 120.0 110.0 203.0 110.0 210.0 69.4 69.4 110.0 120.0 110.0 145.4 110.0 210.0 20" 24" 28" 30" 32" 36" 40" 42" 54 " 110.0 129.5 110.0 210.0 19 -1/8" 26 -1/2" 37" 38 -3/8" 110.0 190.6 110.0 210.0 98.0 107.9 110.0 210.0 110.0 137.5 110.0 210.0 88.2 92.5 110.0 _ 120.0 98.5 98.5 110.0 120.0 84.4 86.3 110.0 120.0 19 -1/8" 26-1/2" 37" 50 -5/8" 110.0 144.5 110.0 210.0 80.9 80.9 110.0 120.0 99.7 104.3 110.0 203.3 71.9 71.9 110.0 120.0 74.7 74.7 110.0 120.0 64.8 64.8 110.0 120.0 19 -1/8" 26 -1/2" 37" 63" 96.7 104.2 110.0 203.2 61.7 61.7 110.0 120.0 i 74.9 77.9 110.0 120.0 60.0 60.0 110.0 117.0 19 -1/8" 26 -1/2" 74-1/4" 63.0 63.0 110.0 120.0 46.6 46.6 J 90.9 90.9 PROSUCTRENEWiD sseempbbigwfthitsFisiiis BelfssCede -a2 •pK1 ,�] .T 4 �TL°7 2141Wa- Maim NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 'SEC. GUSTS) Engr. DR. HUMAYOUN FAR000 Fi 4. PE # 16557 C.A.N. 3538 Zat J I a: N O t° U tn c c i w 0 a U N 0 UPDATED FOR 2004 FBC 3 n 1 0 0 C co 0 0 0 1 drawing no. W98 -100 (sheet 4 of 6 SEALANT 1/4' TAPCIaN •• •• • • • • • ••• INSTALLATION CONDITIONS (APPLIES TO ALL FOUR SIDES) • • • • • • • • • • • • • • • • • • FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 • • ••• • • • • • • • ••� ••• •a• . • • • • •• ••• ••• • �• • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • •• •• ••• •• • . • ••• . • • • . • • • • • . • • • • • • • • • • • • • ••• • 1 3/8" vQ 4 • Q { . CAI •Qa .1' MIN. 2 -1/2" MN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MATER ALI PRESSURE TREATED ON ALL FOUR SIDES /USING WOOD SEALANT 1/4' TAPCON TYPICAL ANCHORS SEE ELEV. FOR SPACING ><I 2 1 /8" MIN. 2 -1/2" MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' FAA�TERIt�. PRESSURE TREATED TYPICAL INSTALLATION DETAIL, ON ALL FOUR SIDES /USING WOOD ATTACHMENT TO METAL STRUCTURES 1/4' TAPCDNS 1 -1/2' EMBED 1/4' TAPCDNS 1 -1/2' EMBED #12 SMS SEALANT SEALANT V 4 v • v ° BUCK INSTALLATION BY OTHERS 1' MIN. INSTALLATION TYPE '3' • v A V BUCK INSTALLATION BY OTHERS ATTACHMENT TO APPROVED MULLIONS WOOD BUCK TYPE '3' J4ATEER AL: PRESSURE TREATED WOOD BUCK TYPE '4' MATERIAL,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD _T_YPICAL INSTAr_i aT!nN Dom- II 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. at drawing no. 1 W98 -100. (sheet 30 6 ) PERFORMANCE VALUES r. 01? INSTALLATION ANCHORS ; REFER TO SHEET 5 FOR DETAILS • WINDOW DIMS. EXT. ( +) • •' WIDTH HEIGHT INT- (-ii• 20" 24" 210.0 210.» • • • 210.0 • • • 28" 210.0 208.3 149.4 19 -1/8" 25 -1/2" 37" 30" 210.0 194.4 • • • 32" 36* 182.3 • • 36° 162.0 •.• 40" 145.8 42° 138.9 20" 210.0 24° 208.3 28" 178.5 30" 166.6 32" 42" 156.2 36" 138.9 40" 125.0 42" 119.0 20" 210.0 24" 210.0 28" 208.3 30" 194.4 32 "" 182.3 36" 162.0 40" 145.8 42" 138.9 20" 210.0 24" 210.0 28" 185.1 30" 172.8 32" 54" 162.0 36" 144.0 40" 129.6 42" 123.4 20" 210.0 24" 194.4 28" 166.6 30" 60" 155.5 32" 145.8 36° 129.6 20° 210.0 24" 210.0 28" 66" 189.4 30" 176.7 32" 165.7 20" 210.0 24" 202.5 28" 72" 173.6 30" 162.0 32° 151.9 20" 210.0 24" 78° 186.9 28" 160.2 20" 210.0 24" 208.3 k • • ' • PErIa rMAtICV VLUES : SfAfLA TO: ANCHORS ■ • • •REFER 1Z SHthT.E'•y FOR DETAILS WINDOW DIMS. EXT. ( +) ••.TNT. (-) Milli „• HEIGHT• 19448" 26147211 37" : • • s' . 26"'••7 • . 210.0 210.0 210.0 .19 ,/8•• :2 -1 21: : •y • • ••• • iJ /8"•• • • • D• 210.0 206.5 ' 147.9 � 19 -1/8" 26 -1/2" 37" •�• 50 -5/8" 210.0 208:7 149.4 19 -1/8" 25 -1/2" 37" 63° 210.0 167.7 120.1 19 -1/8° 26 -1/2" 74-1/4" 210.0 177.8 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" 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 DRIWNG SCREW INTO METAL. S1 KUCTU RES 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) #12 SMS OR SELF _DRILLING SCREWS INTO MIAMI -DADE APPROVED MUWONS (MIN. THK. = 1/8") (NO SHIM SPACE) Engr. DR. HUMAYOUN FAROOQ SIRUCTURES FLA. PE # 16557 C.A.N. 3538 Phi' RENEWIE0 as eatigbfet with do Herta Baas Code andistiosr Is Ceetral Z 0 0 o0i 0 p N F0 o° lisd O Po Ix O_ LI O v., d- " �Z S �<4 O oq vi a-No: N wW 1 gto LLJ ('4 - M 0 0 0 0 03 0 2 U c i a 8 t 0) c 0 .03 0 m 0 c 0 a •c 0 m v 0 4 0 0 S rn 0 0 S U c m P_ 3 drawing no. W98 -100 (sheet 6 of 6 TYFIC,AL 6 7/8' 38 -9/16' FRAME WIDTH • ••• ••• • • ••• • • •6 7/8' • • • • • • . ■- •.a• -- -•-- -0 • • • • • • • / • • • • • ,D.L. 0PQ. -' • • • • • • • • • ••• • • WIDTH _____•l__• • • •• ••• •• • • • • • • • • ••• •• 108 -3/4" MAX. OUT5WNG • . • • • • • • • 0 OUT6UiIi1Cs 0 SADDLE SILL STEPS TO USE CI- ARTS /GRAPI -l8 SEE SWEETS 6 4 1. 6 7/8' 74 -1/2' FRAME WIDTH 11 1/4' D.L. OPG. 24' D.L OPG. 30' WIDTH WIDTH 24 7/8' 42' 30 -7/8' 108' 94 -1/2' _t /i / / / / / '\ \ ■ \ \ \ \ \ / I:::� / / \ \ 6 7/8' r MULTIPLE t3 S -8 SIDELITE AVAILABLE / / / / / / / 6' D.L. OPG. HEIGHT 6 FRAME HEIGHT TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" O.C. AT HEAD & SILL PANEL WIDTH D.L. OPG. WIDTH 24' 12 -7/8' 30' 18 -7/8' 36' 24 7/8' 42' 30 -7/8' PANEL HEIGHT D.L. OPG. HEIGHT 80' 66 -1/2' 84' 70 -1/2' 90' 76 -1/2' 96' 82 -1/2' 108' 94 -1/2' FRAME HEIGHT = PANEL HEIGHT + 1.750' FRAME WIDTH = PANEL WIDTH + 2.750' revisions: A 11.01.01 0 11.14.02 C 08.05.03 0 12.14.05 E 10.111.08 Dug: DR. HUMAYOUN FAR00Q STRUCTURES 114. PE I 15557 PAGIOUCTRENBUD 1) _ -O - OUTSWtt4G DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 1) CILART REV. PER ASIY E -1300 & 1887 1105 CLASS TYPES REV. R>SN.. CLASS ADDED NO Cl1ANGE THS SHEET NO CHANGE MS SHEET REV. PER 8000 COMMENTS W98 -01 ra 1 1 CORPORATION construction glass industries corporation 10100 northwest 25 street miomi, florid° 33172 products Series 4150 Outawtng Doors 4 SIdelites !ENGINEER : Al Farooq Corporation . Dr. Nunayoun Farooq Structural -Fla. PE • 16551 date : I0 -20 -51 I sheet 1 of 1 TYF'ICAL • ••• ••• • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• TRUE HORIZONTAL MUNTIN (1 OR MORE PER PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE 12 m N o a7 • X / / / / / / / / a 12 .754 .744 3/16' ANN. GLASS .0g0 PVB LAYER SAFLEX BY SOLUTIA 3/16' ANN. GLASS N x N 1- 1- m J l7 3/16' H.S. GLASS .090 PVB LAYER SAFLEX BY SOLUTIA 3/16' H.S. GLASS 6 N 1/8' OR 1/4' TEMP. GLASS GE -1200 SILICONE GE -1200 SL J00NE GLASS TYPE 13A GLASS TYPE 13E3 TYPICAL GLAZING DETAILS RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. MAX. SPACING UPTO 90 -3/4' 3 35 1/2' ABOVE 90 -3/4' 4 30 1/2' HARDWARE 5CIR FT (ON Eng: DR. HUMAYOUN FAR000 STRUCTURES F A_ PE # 16557 DUCT RENEWED algae Code +910 n1Ea She Thrht Ategiftaze. N ^0 /27d2— •ate �ver�i,9._s lJ mvotat Nikko aitatrol AIR SPACE 3/16' ANN. GLASS .090 PVB LAYER SAFLEX BY SOLUTIA 3/16' MN. GLASS a: z � F m RD na GLASS TYPE 13C LECD -O - =SUNG DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 'T) W98 -01 rrn II CORPORATION construction glass Industries corporation 10100 northwest 25 street miomi, forida 33172 product : Sues 460 Outswing Doors 4 Sidetites EN G EEa : AI Farooq Corporation Dr. I4anayoun Farooq Structural -Fla. I !' 1655'1 date 2 10 -20 -S1 1 sheet 11 of 1 BILL OP MvtTkig:�,i ITEM 1 2A 28 2C 3 4 5 1 10 104 10B 11 121 DESCRIF:TIQN • .. • • • • . • ... • • *12 X 1 1/41''1 -SEX H64346/6•010 (3 PER CONNECTION) 3/8 -16 FULLr. tHRFe41r?EG1 .CON,TINUOUS ROD • • • • • 3/8 -16 HEX ALIZ • • • • ••• ••• 1 1/2" X 1 1/2" X 3/16 "THK ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE W32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS 4 24 3/16" O.C. MAX. W32" DIA. HEAD 4 SILL INSTLL. HOLES AT 6" FROM ENDS, 3 ' CENTER OF PAIRS SPACED 6" O.G. 4 24" O.C. MAX. *10 X 1" PH -PH -SS TEKS SCREW, a 3" 4 1" FROM ENDS 4 24" O.C. MAX. *14 X 3/4" HEX HEAD S/6 TEKS SCREW AT 6" FROM ENDS 4 24 3/16" O.C. MAX. 320 141G1-4 WOOL PILE WITH CENTER FIN (ULTRAFAB * 3032) 350 HIGH FOAM -TITE WEATHERSEAL (AMESBURY * 32011) THREE POINT LOCK AT ACTIVE. LEAF CUSTOM CGI THREE POINT LOCK MECHANISM WHICH CONSISTS OF (1) TITAN KWIKSET SERIES 180 DEADBOLT (OR EQUAL) (2) DEADBOLT LATCH (TOP 4 BOTTOM) AND CUSTOM CGI INTERIOR LINKAGE MECHANISM REFLECTOLITE SERIES 6000 THREE POINT LOCK MECHANISM HALER 4 1/2" X 4" SOLID BRASS (OR 6/5) HINGE SECURED WITH (8) *12 -24 X 1/2" BRASS F.H. M.S. (3 PER PANEL UP TO 1' -6 3/4" HIGH) (4 PER PANEL OVER 1' -6 3/4" TO 9' -0 3/4" HIGH) FLUSHBOLT AT TOP 4 BOTTOM OF INACTIVE LEAF (DELTA MODEL 5509) WITH REINFORCED TIP 13 14 15 16 I1 18 19 134 135 13C 1/2" NOMINAL (.466 ACTUAL) ANNEALED LAMINATED GLASS (2 PCB.) 3/16" THK ANN. GLASS AND 090" SAFLEX INTERLAYER 1/2" NOMINAL (.466 ACTUAL) HEAT STREN'D LAMINATED GLASS (2 PCS.) 3/16" THK H.S. GLASS AND .090" SAFLEX INTERLAYER 1" NOMINAL (.966 ACTUAL) INSUL. ANN. LAMINATED GLASS 1/8" TEMP. GLASS (OUTBOARD), 3/8" AIR SPACE AND (2 PCS.) 3/16" THK ANN. GLASS AND .090" SAFLEX INTERLAYER OR 1" NOMINAL (.966 ACTUAL) INSUL. ANN. LAMINATED GLASS 1/4" TEMP. GLASS (OUTBOARD), 1/4" AIR SPACE AND (2 PCS.) 3/16" THK. ANN. GLASS AND .090" SAFLEX INTERLAYER GE -1200 SILICONE 3/4" X 1 1/4" X 3/4" X 1/8 "THK CONTINUOUS ALUMINUM CHANNEL SECURED WITH INSTALLATION SCREWS ( SEE ITEM f 5 ) 1/2" THK (nom) CUSTOM ALUMINUM PANEL CONSISTING OF (2) .090 THK ALUM. SHEETS 4 (1) 1/4" PLYWOOD AT CENTER 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE . 1 /8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. = EXTRUSION LIST 500, 501, 502, 506, 501, 505, 509, 510 4 511 ALL EXTRUSIONS ARE 6063 -T6. Engr, CR. HUMAYOUN FAR000 STRUCTURES FJA. PE # 16557 NM; 0 8 2DDli PRODIXTRINICWZD as 64Ot2'7.Ui W98-01 ra i CORPORATFON ' construction glass industries corporation 10100 northwest 25 street miami, florido 33172 ITEM 1 2A 28 2C 3 4 5 1 10 104 10B 11 121 DESCRIF:TIQN • .. • • • • . • ... • • *12 X 1 1/41''1 -SEX H64346/6•010 (3 PER CONNECTION) 3/8 -16 FULLr. tHRFe41r?EG1 .CON,TINUOUS ROD • • • • • 3/8 -16 HEX ALIZ • • • • ••• ••• 1 1/2" X 1 1/2" X 3/16 "THK ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE W32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS 4 24 3/16" O.C. MAX. W32" DIA. HEAD 4 SILL INSTLL. HOLES AT 6" FROM ENDS, 3 ' CENTER OF PAIRS SPACED 6" O.G. 4 24" O.C. MAX. *10 X 1" PH -PH -SS TEKS SCREW, a 3" 4 1" FROM ENDS 4 24" O.C. MAX. *14 X 3/4" HEX HEAD S/6 TEKS SCREW AT 6" FROM ENDS 4 24 3/16" O.C. MAX. 320 141G1-4 WOOL PILE WITH CENTER FIN (ULTRAFAB * 3032) 350 HIGH FOAM -TITE WEATHERSEAL (AMESBURY * 32011) THREE POINT LOCK AT ACTIVE. LEAF CUSTOM CGI THREE POINT LOCK MECHANISM WHICH CONSISTS OF (1) TITAN KWIKSET SERIES 180 DEADBOLT (OR EQUAL) (2) DEADBOLT LATCH (TOP 4 BOTTOM) AND CUSTOM CGI INTERIOR LINKAGE MECHANISM REFLECTOLITE SERIES 6000 THREE POINT LOCK MECHANISM HALER 4 1/2" X 4" SOLID BRASS (OR 6/5) HINGE SECURED WITH (8) *12 -24 X 1/2" BRASS F.H. M.S. (3 PER PANEL UP TO 1' -6 3/4" HIGH) (4 PER PANEL OVER 1' -6 3/4" TO 9' -0 3/4" HIGH) FLUSHBOLT AT TOP 4 BOTTOM OF INACTIVE LEAF (DELTA MODEL 5509) WITH REINFORCED TIP 13 14 15 16 I1 18 19 134 135 13C 1/2" NOMINAL (.466 ACTUAL) ANNEALED LAMINATED GLASS (2 PCB.) 3/16" THK ANN. GLASS AND 090" SAFLEX INTERLAYER 1/2" NOMINAL (.466 ACTUAL) HEAT STREN'D LAMINATED GLASS (2 PCS.) 3/16" THK H.S. GLASS AND .090" SAFLEX INTERLAYER 1" NOMINAL (.966 ACTUAL) INSUL. ANN. LAMINATED GLASS 1/8" TEMP. GLASS (OUTBOARD), 3/8" AIR SPACE AND (2 PCS.) 3/16" THK ANN. GLASS AND .090" SAFLEX INTERLAYER OR 1" NOMINAL (.966 ACTUAL) INSUL. ANN. LAMINATED GLASS 1/4" TEMP. GLASS (OUTBOARD), 1/4" AIR SPACE AND (2 PCS.) 3/16" THK. ANN. GLASS AND .090" SAFLEX INTERLAYER GE -1200 SILICONE 3/4" X 1 1/4" X 3/4" X 1/8 "THK CONTINUOUS ALUMINUM CHANNEL SECURED WITH INSTALLATION SCREWS ( SEE ITEM f 5 ) 1/2" THK (nom) CUSTOM ALUMINUM PANEL CONSISTING OF (2) .090 THK ALUM. SHEETS 4 (1) 1/4" PLYWOOD AT CENTER 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE . 1 /8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. = EXTRUSION LIST 500, 501, 502, 506, 501, 505, 509, 510 4 511 ALL EXTRUSIONS ARE 6063 -T6. Engr, CR. HUMAYOUN FAR000 STRUCTURES FJA. PE # 16557 NM; 0 8 2DDli PRODIXTRINICWZD as 64Ot2'7.Ui W98-01 ra i CORPORATFON ' construction glass industries corporation 10100 northwest 25 street miami, florido 33172 product : Series 450 Outawing Doors 4 51delites ENGINEER : Al Farooq Corporation Dr. Numayoun l=arooq Structural -Fla. PE 0 16351 date : 10 -20 -91 I sheet 2 of 1 FRAME 1-4E IQl-4T 1/4° X 2 3/4" LONG • A ••• • •I • 1� NP • • e �y,�" r ENDS • •• I • ••• •44" Cita • s F f 1/4" 4, X 3 3/4" LONG\ ' TAPCON SCREW 5E T IX4 PT WOOD N a) TYPICAL TYPICAL '4414 OPTIONAL INSTALLATION �TO 2X4 FT WOOD t 2X4 PT WOOD OPT( ONAL SQUARE GLAZING TYPICAL V SCREWS 3/ END 2.082 1 1X4 PT WOOD 509 5B TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL JAMES ANC I /4" + X 3 3/4" LOG TAPCON SCREW • 6" I=RCh1 ENDS AND 20" O.G (SEE SHEET 6) .688 EXTERIOR 4.852 FRAME WIDTH INTERIOR 502 1.250 --c- 505 13 OR OUT 5WING POOR 502 L ... c'-'...IL ' '' NOTE: WOOD BUCKS NOT BY CGI MUST SUSTAIN LOADS IMPOSED BY &LAZING SYSTEM. I/4" 0 X 13/4" LONIC TAPCON SCREW • 6" FROM ENDS AND 24" O.C. (INTERMEDIATE ANCHORS) NOTE: No .675 4.812 EXTERIOR L_ 505 gr. DR. HUMAYOU? FAROOQ STRUCTURES FtA. PE $ 16.557 ALL ANCHOR CONDITIONS SHOWN ON 2 20 SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACE 13 a NOV 0 2�Dh WITHOUT VARIATION IN CAPACITY. vow CT ROOM tsli4 1 t4 12 6 TOP * BOTTOM OF INACTIVE PANEL W98 -01 cal CORPORATION construction glass industries coration 10100 northwest 25 street miami, florido 33172 product: aeries 450 Cutsuting Doors 4 STdelites ENGINEER : Al Farooq Corporation Dr. Nuanayoun Farooq Structural -Fla. PE • 1655'( date : 10- 20 -91 I sheet 3 of 1 • • ••• • • • ••• •• •• • • • • •• •. • • • .••.• • • •.•••. • • • • • • • • • • • • ••• • • • • ••• •• • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• 511 • • • • • • • • • • ••• ••• • ••• • • • ••• • • • .. • • • •. ••• •• • • • • • • • • •• • • • •••••• MULLION —2.878 4 -1.250 SMALL SIDELITE STILE (E)(T. 503) AT SIDELITES 1' -6" WIDE OR SMALLER 1X4 PT WOOD 4.812 EXTERIOR 6 SEALANT DOOR FRAME WIDTH THIS SILL IS NOT RATED FOR WATER 4" WIDE SADDLE THRESHOLD 1/4" + X 1 3/4" LONG TAPCON SCREW u1 6" FROM ENDS 4 24" O.C. SIDELITE FRAME UJIDTI-1 SIDELITE FRAME WIDTH REFER TO SHEET 2 OF 1 FOR TYPICAL BILL OF MATEIRI,4LS £nyr: DR. I- MIAYOUN FAROOQ STRUCTURES F:A. PE # 18557 PRODUCT =NEM Saatitimeallarkeetterida 2 -o2- !/ 1/4' SHIM 1/4" $ X 3 3/4" LONG TAPCGN SCREW to 6" FROM ENDS 420" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 W98 -01 rink CORPORATION construction glass industries corporation 10100 northwest 25 street miami, florida 33172 product : Series 450 Outwit/1g Poore 4 Sidelites ENGINEER : Al Farooq Corporation Dr.14umacyoun Farooq Structurat -Fla. FE' 16551 date : 10 -20 -91 eheet 4 of 1 • • ••• • • • ••• • • •• • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • ••• ••• . • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •- *10 X I° PH -PH SMS S/S (2 PER 31 CLIP) MULLION 511 I ,. 511 I J .675 JE.* 4.812 0 SIDEL ITE FRAME WIDTH Nil U 04 *a. SEALANT 4.812 .675 SIDELITE FRAME WIDT1 -I Engr: DR. HUMAYOU'4 FAROOQ STR& CiURES FLA. PE # 18557 NOV 0 $ 2DD& mioncrwouvaa asidribtadissigarterkti "- 0127 -oy 11 REFER TO SHEET 2 OF 1 FOR TYPICAL SILL OF MATERIALS W98 -01 rya il CORPORATION construction gloss industries corporation 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outsuling Doors 4 Sidelites ENGINEER : AI Farooq Corporation Dr. 1-umacso n Farooq Structural -Fla. FE 0 161351 date : 10 -20 -91 I sheet 5 of 1 • 1•i PANEL PERFORMANCE CHAle 'FOR • LAMA 30aRL`, ANGLE: SIDELITES AND MULLIONS 'W T D• C;LASb • i • DESIGN LOAD CAPACTY-PSF NOMINAL DIMS. OUT -SWING INS' ANN. LAM. GL (TYPE 13C) : • e • e DFj9IG!j LQAOL"APpTY -PSF MULLION LOAD CAPACITY PSF PANEL WIDTH PANEL HEIGHT ANN. L11 GLASS a 134) if S. LAM. GLASS (TYPE 13B) 80,0 EXT. INT. EXT. INT. 2/0 2/6 • 3/0 3/6 6/8 100.• • • . ' 10„0.0 .,e e. 100.0 110.0 110.0 Lo G :•: d • • • : : ;OQeO : • • • •. • ' • 100.0 110.0 110.0 10 %0' : : •.. :00;0 :.. ••' 100.0 110.0 110.0 87.1 87.1 100.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 82.6 82.6 100.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 76.8 76.8 100.0 102.9 110,0 2/0 2/6 3/0 8/0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 2/0 2/6 3/0 9/0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 96.6 100.0 100.0 100.0 100.0 80.5 LOADS SHOWN ABOVE ARE FOR DOORS USING THRESHOLD e WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPUCABLE AND FOR THRESHOLD IN ANY CONDITION. OU? PANEL PERFORMANCE CHART FOR DOORS, SINGLE SIDELITES AND MULLIONS INSULATED LAMINATED GLASS NOMINAL DIMS. . OUT -SWING DESIGN LOAD CAPACTY-PSF PANEL WIDTH PANEL HEIGHT INS' ANN. LAM. GL (TYPE 13C) EXT. INT. 2/0 2/6 3/0 3/6 6/8 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 2/0 2/6 3/0 7/0 80.0 80.0 80.0 80.0 80.0 80.0 2/0 2/6 3/0 7/6 80.0 80.0 80.0 80.0 80.0 80.0 2/0 2/6 3/0 8/0 80.0 80.0 80.0 80.0 80.0 80.0 LOADS SHOWN ABOVE ARE FOR DOORS USING THRESHOLD 0) WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPUCABLE AND FOR THRESHOLD �a0 IN ANY CONDm0N. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) OuTSwI 3 (SADDLE) DOOR HEIGHT PANEL WIDTH DOOR HEIGHT PANEL WIDTH PANEL VIDTH THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS: 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2004 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS. OF FBC. 3. SELECT A DOOR SYSTEM I.E INSWING /OUTSWING AND TYPE OF THRESHOLD. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. 6. FOR MULLED SIDEUTE REFER TO MUWON CAPACITY. En r, DR. HUMAYOUN FAR')a QQ STRUCTURES • FLA. 'PE # 16557 r /r NOV 8 2006 alreoucrieftweb RariZellikh me goitation (I* co 0 O° c0 F- a Q M a f 0 cn z p$ cg c a- N. 2L4(4> 1 E� 8 rn 0 w 0 Z N 0 c m 0 1 3 i 0 T 0i .5 a a 0 1 w, drawing no. W98 --01 (sheet 6 of 7 ) /^ 1 / i % N ` N N \\ � / / / .` N. \ 'i i i 1 \ ,\ / / `\'\ `\ i i / i / PANEL WIDTH PANEL VIDTH THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS: 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2004 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS. OF FBC. 3. SELECT A DOOR SYSTEM I.E INSWING /OUTSWING AND TYPE OF THRESHOLD. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. 6. FOR MULLED SIDEUTE REFER TO MUWON CAPACITY. En r, DR. HUMAYOUN FAR')a QQ STRUCTURES • FLA. 'PE # 16557 r /r NOV 8 2006 alreoucrieftweb RariZellikh me goitation (I* co 0 O° c0 F- a Q M a f 0 cn z p$ cg c a- N. 2L4(4> 1 E� 8 rn 0 w 0 Z N 0 c m 0 1 3 i 0 T 0i .5 a a 0 1 w, drawing no. W98 --01 (sheet 6 of 7 ) a • n•• ■ • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• 9 • • • ••• MTG. STILE • ••• ••• • \ ••. ••:3' MIN TYP. or • :10 •• • • • •• MULLION ANCHORS AT SIDEUTES MTG. STILE ANCHORS AT DOUBLE DOORS DESIGN LOAD CAPACTY --PSF D1�IGN LOAD CAPACTT-PSF NOMINAL DIMS TYPE 'B' TYPE 'C' NOMINAL DIMS TYPE 'B' TYPE 'C' PANEL PANEL CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF PANEL PANEL CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF CLUSTER OF WIDTH HEIGHT 2 ANCHORS 4 ANCHORS 8 ANCHORS 2 ANCHORS 4 ANCROBS WIDTH HEIGHT 2 ANCHORS .4 ANCHORS 5 ANCHORS 2 ANCHORS 4 ANCHORS 2/0 88.2 110.0 110.0 110.0 110.0 2/0 88.2 110.0 110.0 110.0 110.0 2/6 70.8 110.0 110.0 100.3 110.0 2/6 70.6 110.0 110.0 100.3 110.0 3/0 6/8 58.8 110.0 1iOb 83.6 110.0 3/0 6/8 58.8 110.0 110.0 83.6 110.0 3/6 50.4 100.8 110.0 71.7 110.0 3/6 50.4 100.8 • 110.0 71.7 110.0 2/0 84.0 110.0 110.0 110.0 110.0 2/0 84.0 110.0 110.0 110.0 110.0 2/6 67.2 110.0 110.0 95.5 110.0 2/6 67.2 110.0 110.0 95S 110.0 3/0 7/0 56.0 110.0 110.0 79.6 110.0 3/0 7/0 56.0 110.0 110.0 79.6 110.0 3/6 48.0 96.0 110.0 68.2 110.0 3/6 48.0 96.0 110.0 68.2 110.0 2/0 78.4 110.0 110.0 110.0 110.0 2/0 78.4 110.0 110.0 110.0 110.0 2/6 62.7 110.0 110.0 89.2 110.0 2/6 62.7 110.0 110.0 892 110.0 3/0 7/6 52.3 104.5 110.0 74.3 110.0 3/0 7/6 52.3 104.5 110.0 74.3 110.0 3/6 44.8 89.6 110.0 83.7 110.0 3/6 44.8 89.6 110.0 63.7 110.0 2/0 73.5 110.0 110.0 104.5 110.0 2/0 73.5 110.0 110.0 104.5 110.0 2/6 8/0 58.8 110.0 110.0 83.6 110.0 2/6 8/0 58.8 110.0 110.0 83.6 110.0 3/0 49.0 98.0 110.0 69.7 110.0 3/0 49.0 98.0 110.0 69.7 110.0 2/0 65.3 110.0 110.0 92.9 110.0 2/0 65.3 110.0 110.0 92.9 110.0 2/6 9/0 52.3 104.5 110.0 74.3 110.0 2/6 9/0 52.3 104.5 110.0 74.3 110.0 3/0 43.6 87.1 110.0 61.9 110.0 3/0 43.6 87.1 108.9 61.9 110.0 PANEL WIDTH PANEL WIDTH PANEL WIDTH MULLION ANCHORS AT SIDEUTE 3' MIN. TYP. ANCHORS: TYPE '8'- 1/4" TAPCONS INTO WOOD STRUCTURES 1 -3/4" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR- MASONRY TYPE 'C'- 1/4" TAPCONS DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -5/8" MIN. INTO WOOD STRUCTURE = 1" MIN. c STEPS TO USE CHARTS: 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE IN STEP 1 OF SHEET 6. r: DA.. HUMAYOUN FAR000 STRUCTURES RA. PE . 16557 PANEL WIDTH ,PANEL WIDTH [_ PANEL WIDTH PANEL WIDTH Nov $ 2 .. drawing no. W98- -Q 1 (sheet 7 of 7 ) • • • ,_• • • • • •.• •• 00 • • • • • • • • • • • • • • • • • • • • • • • • •• \ • ••• • ••• • • • • • • • ••• ••• •. • • • • • • .•• • • • • • • .• • • CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF OR EQUIVALENT. PANEL CORNER DETAIL #12 SCREWS 2/ LEG 2 X 2 X 1/4" ALUM ANGLE SILL CORNER DETAIL SILL CORNER DETAIL Engr. DR. HUMAYOUN FAROOQ STRLXTU.RES . FL. PE 11 18557 T Z?dZ tt 1( da U O rn J a. 8 0 0 CD 10100 N.W. 25 ST. t 2 4 R 8 Ist 5. 5 W drawing no. W98 -Q1 (sheet 7.1of 7 00. . • ••• • • oo •• • 4.0 00 • GENERAL NOTES: : :.17� • • "' 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO•VOIAPLX'VIP THE HVHZ FLORIDA eL U3INC EE •GO.' 2) WOOD BUCK ✓STEEL' OrrWOOD FRAMING TO BE DESIGNED AND ANCHORED TO•PROPERLY TRANSFER NIL LOADS :IV ; fiRl1CTURE, BUCK OR FRAMING IS R $101\1 11:1 -:Y OFD ARCHITECT OF RECORD. •• • • ' ' 3) PRODUCTS ARE APPROVED FOR USE WHERE LARGE MISSILE IMPACT RESISTANCE IS REQUIRED. IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED, 4) SEE DESIGN PRESSURE TABLE AND APPROVED CONFIGURATION TABLE SHEET 1. 239.250" TESTED WIDTH 52.250" MAX. D.L.O. APPROVED CONFIGURATION TABLE 2 TRACK X X0, OX, XX, OXO, OXXO, XXXX, PX, XP, PXX, PXXP, PXXXXP 3 TRACK X XXX, OXX, XXO, OXXX, XXXO, XXXXXX, OXXXXO, OXXXXXXO, PXXX, XXXP, PXXXXXXP 4 TRACK X XXXX, OXXX, XXXO, XXXXXXXX, OXXXXXXO, PXXXX, XXXXP, PXXXXXXXXP 8000 OXXX S IDING "BOR" PANEL (FIXED) "El" PANEL (ACTIVE) "AI" PANEL (ACTIVE) "BO" PANEL (ACTIVE) • GLASS DOOR 2 TRACK = 61 5/16 "X945/16 = 62 1/16" X 94 5/16" = 61 5/16" X 94 5/16" = 61 5/16" X 94 5/16" DESIGN PRESSURE TABLE PANEL SIZES 1 1/2" SILL RISER 2 1/4" SILL RISER 3" SILL RISER 3 1/2" SILL RISER 4" SILL RISER ALL 6'8" HIGH PANELS +40/ -120 +60/ -120 +80/ -120 +100/-120 +1201-120 42" X 96" OR LESS +40/ -120 +60/ -120 +80/ -120 +100/ -120 +120/-120 42-1/8" TO 48" X 96" +40/ -115 +60/ -115 +80/ -115 +100/-115 +115/-115 48-1/8" TO 60" X 96" +40/ -100 +60/ -100 +80/ -100 +100/-100 +100/-100 Per Dada letter dated 12/03/04 12/29/04 CRL SYM REVISION DATE BY c f2 (f (Cr Eric S. Nielsen Florida P. E. No. 41323 Product Technology Corporation 1150 Louisiana Ave., Suite 8 Winter Park, Florida 32789 FBPE Certificate of Authorization NO. 8681 WEEP HOLES 1" x 3/16" TYP. Approved as complyi*6 t at Florida WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 >1n.EI SERIES 8000 SGD LARGE MISSILE 5080 PANELS ELEVATION AND GENERAL NOTES . M MMD B1h itRt0 • DATE: DRL 09/13/04 �lr� N.T.S. WIND0081 , Product Technology Corporation REV Phone 407.822.8334 Fax 407.622.6338 A SHEET: 1 OF 14 TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 ELEVATION & GENERAL NOTES 2 ELEVATION & GENERAL NOTES 3 ANCHORING DETAILS 4 2 TRACK'VERTICAL CROSS SECTIONS 5 3 TRACK VERTICAL CROSS SECTIONS 6 4 TRACK VERTICAL CROSS SECTIONS 7 2 TRACK HORIZONTAL CROSS SECTIONS 8 3 TRACK HORIZONTAL CROSS SECTIONS 9 4 TRACK HORIZONTAL CROSS SECTIONS 10 2, 3 & 4 TRACK HORIZONTAL CROSS SECTIONS 11 GLAZING DETAILS 12 BILL OF MATERIAL' 13 COMPONENTS 14' COMPONENTS Per Dada letter dated 12/03/04 12/29/04 CRL SYM REVISION DATE BY c f2 (f (Cr Eric S. Nielsen Florida P. E. No. 41323 Product Technology Corporation 1150 Louisiana Ave., Suite 8 Winter Park, Florida 32789 FBPE Certificate of Authorization NO. 8681 WEEP HOLES 1" x 3/16" TYP. Approved as complyi*6 t at Florida WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 >1n.EI SERIES 8000 SGD LARGE MISSILE 5080 PANELS ELEVATION AND GENERAL NOTES . M MMD B1h itRt0 • DATE: DRL 09/13/04 �lr� N.T.S. WIND0081 , Product Technology Corporation REV Phone 407.822.8334 Fax 407.622.6338 A SHEET: 1 OF 14 • ••• • • • •• •• • • l)! • I 1 • • •' i • • ••• • • • • •' • • •. • • ••• • • • • ; ••• • • • • ••• • • ••• • ••• • • • _ • • • • • • • • • • • • •%•' • • • • • ./ •• • • • • • • • • • • • • s • I• X C� 8000 POCKET PARTIAL ELEVATION 2, 3 AND 4 TRACK 96" TESTED HEIGHT ----4 •• • • • • •• 296.310" TESTED WIDTH P F "C N" X 0 "C1" X TESTED HEIGHT ---- 0) 239.250" TESTED WIDTH 52.250" MAX. D.L.O. O "C2" X t 0 Lrico 52.250" MAX. D.L.O. "AOR" X 0 8000 PXXXX SLIDING GLASS DOOR 4 TRACK "CN" PANEL (ACTIVE) = 61 5/16" X 94 5/16 "C1" PANEL (ACTIVE) = 61 5/16" X 94 5/16" "C2" PANEL (ACTIVE) = 61 . 5/16" X 94 5/16" . "AOR" PANEL (ACTIVE) = 61 5/16" X 94 5/16" WEEP HOLE 1 "X3 /16 "TYP. 8000 OXXX SLIDING GLASS "21 " PANEL (FIXED) = 61 "Al " PANEL (ACTIVE) 61 "C" PANEL (ACTIVE) = 61 "AOR" PANEL (ACTIVE) = 61 • • DOOR 3 TRACK 5/16" X 94 5/16 5/16" X 94 5/16" 5/16" X 94 5/16" 5/16" X 94 5/16" WEEP HOLE 1 "X3/16" TYP. ppreved es unapiyisg with the A Per Dada latter doted 12/03/04 REVISION 2/20/04 DATE BY Eric S. Nielsen Florida P. E. Na. 41323 Product Technology Corporation 1150 Louisiana Ave.. Suite 8 Winter Park, •Florida 32789 FBPE Certificate of Authorization NO. 8681 WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 "'SERIES 8000. SGD LARGE MISSILE 5080 PANELS ELEVATIONS AND GENERAL NOTES • PREPARED Br. ORN: DRL DATE. 09/13/04 AllPrAr SCALD N.T.S. Raft SHEEra Phone 407.822.5334 Fox 407.022.0336 A 2 OF 14 DWO. N0: WIND0081 Product Teohnofogy CarporaGm: 6" ••• • •• •• • • • • • • • • ••• .. • • ••• • • •• •• • • • • Zit t • • • • • • • • 18" MM. 0•Q• FOR 3 •$c •4; TRACK 11? :MAX. •O.Q FQR •2 :1RAK • • • • • . • • • • • • • .. •••• s • • • • • • • .. •• • • • • • • • • • • • ••• 6" • • ••, 18" MAX._ 0.C. Y Y Q Q YE- U d 0 d iv ,vN) 12C CC CC 00 00 t 1 I 18" MAX. 0.C. FOR 3 & 4 TRACK 13" MAX. 0.C. FOR 2 TRACK INSTALLATION ANCHORS (SEE NOTES 3, 4 & 5) SERIES 8000 OXXX REINFORCED SLIDING GLASS DOOR SEE NOTES THIS SHEET 3 "— 5.7" 0.C. MAX. 6" HOOK STRIP 18" MAX. O.0 INSTALLATION (SEE NOTE 6) INSTALLATION NOTES; 1) SHIM AS REQUIRED AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 2) ANCHORS REQUIRED AT EACH ANCHOR LOCATION SHOWN ARE AS FOLLOWS: FOR 2 TRACK FRAME, TWO (2) ANCHORS; FOR 3 TRACK FRAME, THREE (3) ANCHORS; FOR 4 TRACK FRAME, FOUR (4) ANCHORS. 3) CONCRETE OR MASONRY SUBSTRATE WHERE ONE BY, NON — STRUCTRUAL, WOOD BUCKING IS EMPLOYED, USE 1/4" DIAMETER. RAWL TAPPER CONCRETE SCREW ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM OF 1 1/4" INTO CONCRETE OR MASONRY. 4) WOOD FRAME SUBSTRATE, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1 1/2" INTO WOOD FRAMING. 5) STEEL STUD SUBSTRATE, USE 1/4" TAPPING SHEET METAL SCREWS OF SUFFICIENT LENGTH TO PENETRATE BEYOND THE STEEL FRAMING A MINIMUM OF THREE PITCHES OF THREAD. 6) HOOK STRIP ANCHOR SPACING 5.7" O.C. MAXIMUM 0 SERIES 8000 PXXXX REINFORCED SLIDING GLASS DOOR SEE NOTES THIS SHEET i Approved as eco coo • A Per Dade Potter dated 12/03/04 SYM REVISION 12/29/04 DATE DRL BY Izy(65- Eric S. Nielsen Florida P. E. No. 41323 Product Technology Co ration 1150 Lauistand Ave.. Suite e Winter Park, Florida . 32789 FBPE Certificate of Authorization NO. 8681 WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 TSERIES 8000 SGD LARGE MISSILE 5080 PANELS ANCHORING DETAILS PREPARED BY` E DRL aaN. DAT am'` 1/Ft SCAM N.T.S. Product Tad nalagy Corporation 09/13/04 awo WtND0081 Phone 407.8 6334 Fax 407.622.8335 REV: A SHEET: 3 OF 14 • • • •.• ••• •• •• • ••.•• • •_. . • • • • ..• CONCRETE OR MASONRY BY OTHERS.•. ••• 1 1/4" MIN' • I- EMBEDMENT • • • • • • i ••• • ••• • • •• • • • •. • a, ••• ..•• •. • • ••• • • ••• •. • • • • • ONE BY WOOD BUCK BY OTHERS 4 4 4 4 -1/4" MAX. SHIM SPACE EXTERIOR SECTION B FIXED PANEL SHIM AS REQ'D (SEE NOTES ON SHEET 3) 1/4" MAX. SHIM SPACE 20 GA. TWO BY STEEL FRAMING BY OTHERS (SEE NOTE 5 SHEET 3) EXTERIOR 1 1/4" MIN. EMBEDMENT CONCRETE BY OTHERS SECTION C SHIM AS REQ'D (SEE NOTES ON SHEET 3) TWO BY FRAMING BY OTHERS 1 1/2" MIN. EMBEDMENT 1/4" MAX. - SHIM SPACE SHIM AS REQ'D (SEE NOTES ON SHEET 3) A Per Duda tatter dated 12/03/04 SYM REVISION 12/29/04 DRL DATE BY t /2Y% Etio S. :Nielsen Florida P. E. No. 41323 Product Technology. Corporation 1150 Louisiana Ave., Suite 8 Winter Park, Florida 32789 FBPE Certificate of Authorizatton N0. 8681 EXTERIOR SEE GLAZING DETAILS SHEET 10 SECTION D Approved es emptying with a0 WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 SERIES 8000 SGD LARGE MISSILE 5080 PANELS 2 TRACK VERTICAL CROSS SECTIONS PREPARED BY:� DRN: DRL . DATE: 09/13/04 Product Teohnotogr Corpaattan Phone • 407.622.6334 Fox 407.622.0336 SCALE: N.T.S. REV A DWG. NitklIND0081 sHEEr: 4 OF 14 • • ••• • • • ••• •• •• • • • ••••• • • i'i • ••• • • • • •• • • 1 1 /4" MIN. •'• EMBEDMENT • • • • ••••••• .' •• • ••• • • •• • • • • • • • • • • • • • • • • •. • • • ••• • • • • • CONCRETE OR MASONRY BY OTHERS 1/4" MAX. SHIM SPACE ONE BY WOOD BUCK BY OTHERS SHIM AS -REQ'D (SEE NOTES ON SHEET 3) EXTERIOR EXTERIOR SECTION K 20 GA. TWO BY STEEL FRAMING BY OTHERS (SEE NOTE 5 ON SHEET 3) WOOD FRAMING BY OTHERS SHIM AS REQ'D (SEE NOTES ON SHEET 3) 1 1/2" MIN EMBEDMENT L1 /4" MAX SHIM SPACE EXTERIOR 1/4" MAX. SHIM SPACE EXTERIOR 1 1 /4" MIN. EMBEDMENT 1 CONCRETE BY OTHERS SECTION L SHIM AS REQ'D (SEE NOTES ON SHEET 3) A SYM Per Dade letter dated 12/03/04 REVISION 12/29/04 DATE ORt. BY Edo S. �N elseti Florida P. E. No. 41323 Product Technology Corporation 1150 Louisiana Ave.. Suite 6 Winter Park, Florida 32789 FBPE Certificate of Authorization NO. 8881 SECTION M WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 In-E: SERIES 8000 SGD LARGE 3 TRACK VERTICAL PREPARED VA Product Technology Corporation MISSILE 5080 PANELS CROSS EONS 09/13/04 tip DRL DWO. NO N.T.S. WIND0081 Phone 407.622.6334 Fox 407.622.6388 REV: A SHEET: 5 OF 14 CONCRETE OR MASONRY BY OTHERS ONE BY WOOD BUCK BY OTHERS • 0410 414141 •.• • • • • • 0 • •0 • • • • • • • • • • • • • • • • •• • • 414141 • • • • • •• • ■•• •.•••4141 •• 414141 • • 41 • 41 • 41 • • 41 4141 •.41... • • •• • • • • • • Q • 1 1 /4" MIN. EMBEDMENT SHIM AS REQUIRED (SEE NOTES ON SHEET 3) fi 1/4" MAX.J SHIM. SPACE EXTERIOR SECTION T MOVING PANEL 20 GA. TWO BY STEEL FRAMING BY 'OTHERS SHIM AS REQUIRED (SEE NOTES ON SHEET 3) SHIM AS REQUIRED (SEE NOTES ON SHEET 3) 1 1/4" MIN. v EMBEDMENT CONCRETE : BY OTHERS SECTION S da (SEE NOTE 5 AlLIFilET 3) aril l — til 1/4" MAX. SHIM SPACE EXTERIOR WOOD FRAMING BY OTHERS 1 EMBEDMENT SHIM SPACE VI 4t) • EXTERIOR SECTION V A Per Dade Istt r dated 12/03/04 SYM REVISION 1214/040M DATE BY Eric S. Nielsen Florida P. E. No. 41323 Product Technology Corporation 1150 Louisiana Ave., Suite 6 Winter Park, Florida 32789 FBPE Certificate -of Authorization N0. 8681 SECTION U Approved es complying wink the Fkuida Date NOM i )..1A ;X-- r";► 4141 WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 T" SERIES 8000 SGD LARGE MISSILE 5080 PANELS 4 TRACK VERTICAL CROSS SECTIONS PREPARED en DRN DRL SCALE: Product Ted N.T.S. REV: Phone 407.8226334 Fax 407.8228338 A DATE: 09/13/04 CM NC/ WIND0081 SHEET: 6 OF 14 • • ••• • • ••• •• •• •• • 11441 • ... • • ••• • • • • • • ••• • ••• ••• • • • • • • • • 1 1/2" MIN'„' • 10.-•:•1/4" MAX. SHIM SPACE EMBEDMENT WOOD FRAMING BY OTHERS • • • • • •• 1/4" MAX.-- - SHIM SPACE --1 1/4" MIN. EMBEDMENT CONCRETE OR MASONRY BY OTHERS SHIM AS REQ'D. (SEE NOTES ON SHEET 3) SECTION E SHIM AS REQ'D (SEE NOTES ON SHEET 3) (SEE NOTE 5 ON SHEET 3) 20 GA. TWO BY STEEL FRAMING BY OTHERS EXTERIOR 1/4" MAX. SHIM SPACE SEE GLAZING DETAIL SHEET 10 EXTERIOR SECTION F SECTION H EXTERIOR W EXTERIOR SECTION 1 REINFORCED DOORS ONE BY WOOD BUCK BY OTHERS SHIM AS REQ'D. (SEE NOTES SECTION G ON SHEET 3) PANEL CONSTRUCTION EACH PANEL HAS COPED & BUTTED CORNERS. EACH CORNER IS FASTENED TOGETHER WITH TWO #10 X 1 1/4 SS PAN HEAD SCREWS. Approved es eesopllying wt$ dee Hondo Ode A SYM Per Dade letter dated 12/03/04 • REVISION 12/29/04 DATE ORL BY oS Eric S. e l Florida P. E. No. 41323 - Product Technology Corporation 1156 Louisiana Ave., Suite 6 Winter Park, Florida. 32789 FSPE Certificate of Authorization NO. 8881 WINDOOR. INC. 1978 STANHOME WAY, ORLANDO, FL 32804 ME' SERIES 8000 SGD LARGE MISSILE 5080 PANELS 2 TRACK HORIZONTAL CROSS SECTIONS alMiswissofitaiw PPM PlUIPARP3i 8 DRS ORL DAME. 09/13/04 Panting �M SCAtr=s N.T.S. WO. WIND0081 Phone 407.022.0334 Fax 407.02211338 REV: A SHEET:' 7 OF 14 • ••• • .. • • • • • • • •_•• • • • • • • • .__ . • • 1 1/2" MIN. EMBEDMENT WOOD FRAMING BY OTHERS • • •.• • • •.• 4" MAX. SHIM SPACE • •. •. •• • • • ••• • • • • • • • •. • • • • --1 1/4" MIN. EMBEDMENT MAX. SHIM SP CONCRETE OR MASONRY BY OTHERS EXTERIOR EXTERIOR SHIM AS REQ'D. (SEE NOTES ON SHEET 3) SECTION N SHIM AS REQ'D (SEE NOTES ON SHEET 3) (SEE NOTE 5 ON SHEET 3) 1/4" MAX. SHIM SPACE 20 GA. TWO BY STEEL FRAMING BY OTHERS SECTION 0 SECTION Q EXTERIOR SECTION R SECTION P PANEL CONSTRUCTION EACH PANEL HAS COPED & BUTTED CORNERS. EACH CORNER IS FASTENED TOGETHER WITH TWO #10 X 1 1/4 SS PAN HEAD SCREWS. A Per Dade Letter doted 12/03 /04 SYM REVISION 12/28/04 DATE DRL BY ONE BY WOOD BUCK BY OTHERS SHIM AS REQ'D. (SEE NOTES ON SHEET 3) is t.tr.. 4 ..J 4i Cl1 ptyieg Witt Oat WINDOOR. • INC. 1978 STANHOME WAY, ORLANDO, FL 32804 Trn.e SERIES 8000 SGD LARGE MISSILE 5080 PANELS • 3 TRACK HORIZONTAL CROSS SECTIONS PREPARE) Effr DRS: DRL DATE: 09/13/04 ATIPAIrigNy scALD N.T.S. DWG. NO: WIND0081 Product Technology Corporation . 2 Eric S. Nielsen Florida P. E. No. 41323 Product 'Technology Corporation 1150 Louisiana Ave., Suite 6 Winter Park, Florida 32789 FRPE Certificate of Authorization NO. 8881 Phone 407.622.9334 Fax 407.622.8333 REV A SHEET: 8 OF 14 • ••• • •. • • • •• • • •• • :•• • • • • • ••• . • • : • • • •• CONCRETE.' OR MASONRY ■BY OTHERS ,•• •, a v• • • •• • • v Q O O 1 1/4" MINT. EMBEDMENT WOOD FRAMING BY OTHERS • • • ••• (SEE NOTE 6 ON SKEW :3) • ••• . • • • • • • • • • • • • •••• • • ▪ •• •••• •••• • • •• u e • .q • • • ••• • • SECTION W 1 1/4" MIN) EMBEDMENT SECTION Z 20 GA, TWO BY STEEL FRAMING BY OTHERS (SEE NOTE 5 ON SHEET 3) SECTION Y --a 1/2" MIN. EMBEDMENT EXTERIOR SECTION X WOOD FRAMING BY OTHERS SHIM AS REQUIRED (SEE NOTES ON SHEET 3) PANEL CONSTRUCTION EACH PANEL HAS COPED & BUTTED CORNERS. EACH CORNER IS FASTENED TOGETHER WITH TWO #10 X 1 1 /4 SS PAN HEAD SCREWS. Approved so weedidiedwa tke (SEE NOTE 6 ON SHEET 3) SECTION M WINDOOR. INC. 1978 STANHOME WAY, ORLANDO, FL 32804 MU' SERIES 8000 SGD LARGE MISSILE 5080 PANELS A SYM Per Dade letter dpted,,12/03/04 REVISION 2/29/04 DATE DRL SY FloridFric P Product Tec• h. noE. lo et gNt o� s.Ce 4 poat io1343 n 1150 .Louisiana Ave... Suite 6 Winter Park, Florida 32789 FBPE 0ertiflodte•, o1 Authhorizatlon NO. 8681 4 TRACK HORIZONTAL. CROSS PREPARED erg dRL SCALE: SECTIONS 09/13/04 ilIFV'ajf Product Technology Corporation Phone 407.822.6334 Fax 407.822.038 N.T.S. DWG. NO•. WIND0081 REV: A SHEET: 9 OF 14 • • ••• • • • ••• •. •• • • • •. • • • • • • • • . • • • • • 1'1 • ••• • • 1 1/2" MIN. ••• EMBEf UENT . •; ••• •• •.• WOOD FRAMING BY OTHERS SHIM AS REQ'D. (SEE NOTES ON SHEET 3) • • • •• • • • • . • . • • ••• . • • • • • • • • • • • •• • • • • EXTERIOR SECTION BB 1 1/4" MIN.- - EMBEDMENT CONCRETE OR MASONRY BY OTHERS 1/4" vIAX. SHIM SPACE ONE BY WOOD BUCK BY OTHERS SHIM AS REQ'D. (SEE NOTES ON SHEET 3) SECTION CC EACH EACH TWO #10 X 1 THREE #10 WOOD FRAMING BY OTHERS SEE NOTE 5 SHEET 3 SHIM AS REQUIRED (SEE NOTES ON SHEET 3) EXTERIOR SECTION DD FRAME ASSEMBLY FRAME HAS NOTCHED AND BUTTED CORNERS. CORNER IS FASTENED TOGETHER AS FOLLOWS: 1/4 SS PAN HEAD SCREWS ON THE 2 AND 3 TRACK. X 1 1/4 SS PAN HEAD SCREWS ON THE 4 TRACK. „-t pracest as came whit tile fie Date NOAD A Per Dade biter dated 12/03/04 REVISION 12/29/04 DATE DRL BY r2` Eric S. Nielsen Florida P. E. No. 41323 Product Technology Corporation 1150 Louisiana Ave., Suite e Winter Park, Florida 32789 FBPE Certificate of Authorization NO. 13661 WINDOOR. INC. 1978 STANHOME WAY, ORLANDO, FL 32804 TITS SERIES 8000 SGD LARGE MISSILE 5080 PANELS 2. 3 & 4 TRACK HOR ZONTAL CROSS SECTIONS PREPARED BY: Product Technology corporation DRN: DATE: DRL SCALE DWG. Na: 09/13/04 N.T.S. WIND0081 Phone 407.622.8334 Fax . 407.622.6335 A mom 10 OF 14 • ••• • • • • ••• •• • • • • • • • • • • f•I •. • • • • ••• • ••• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • f • ••• • • • • • • • • • • • • • • • • •• •• • • ••• •• • • • • • • • • • ••• 1" GLASS BITE 9/16" IMPACT GLASS 0.A. CONSISTING OF: 1/4" HEAT STRENGTHENED; 0.075 VANCEVA; 1/4" HEAT STRENGTHENED GLAZING TYPE A 15 1" GLASS BITE GLAZING TYPE B 1" INSULATING GLASS 0.A. CONSISTING OF: 7/16" TEMPERED; 0.075 VANCEVA (INSIDE LITE) 3/8" AIR SPACE; 3/16" TEMPERED (OUTSIDE LITE) A SYM Per Dade letter dated 12/03/04 REVISION 13/26/04 DATE DRL BY t lye 05-- Eric S. Nielsen • Florida P. E. No, 41323 Product Technology Corporation 1150 Louisiana Ave., Suite ' 6 Winter Pork, Florida 32789 FBPE Certificate of Authorization NO. 8661 WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 SERIES 8000 SGD LARGE MISSILE 5080 PANELS GLAZING DETAILS PREPARED BY: AMEMUNI aliWiraLW Product T•chnao , CarperaUon Phone 407.822.8334 Fax 407.622.8338 DRS DRL DATe09/13/04 DWG N0: WIND0081 SCALE: N.T.S. REVt A X11 OF 14 • • • ••• •• • • • • • • • • _ • ' • • • :. :. :: • "SYLL OF MATERIALS NO. PART NO. DESCRIPTION MATERIAL MFG 1 FS -01846 �i• TRIACK:FRA E fiEAD WS /NS EXTRUDED ALUM. A6063- `KEYMARK 2 Fs- 01845 :.2. 1`RFc K :FRA5 IAMB WS /NS EXTRUDED ALUM. A6063--KEYMARK ROLLER INSTALLATION SCREWS #8 X 5/8" PH F SS 3 FS- 018$4' :2 TRACK' ILL PAN WS /NS EXTRUDED ALUM. A6063 -- KEYMARK 4 FS- 01885 2 TRACK INSERT WS EXTRUDED ALUM. A6063-' KEYMARK 5 FS- 02180.''3 : fR,A•C :K_"PRp ME.•HEAD EXTRUDED ALUM. A6063- 'KEYMARK BF04122 -1 6 FS -02181 ;Tlt,:tC:K KRf\f E••3AMB EXTRUDED ALUM. A6063- "KEYMARK IMPACT GLASS STOP VINYL 7 FS-02182' 3 'TT ACK'SILL PAN EXTRUDED ALUM. A6063- "KEYMARK 8 FS -02183 3 TRACK INSERT EXTRUDED ALUM. A6063- "KEYMARK 50 •TP876 9 FS -02071 4 TRACK FRAME HEAD EXTRUDED ALUM. A6063- "KEYMARK W33351NK000 10 FS -02070 4 TRACK FRAME JAMB EXTRUDED ALUM. A6063- "KEYMARK WEATHERSTRIP FINSEAL .187 x .220 11 FS -02069 4 TRACK SILL PAN EXTRUDED ALUM. A6063- 'KEYMARK 12 FS -02184 4 TRACK INSERT EXTRUDED ALUM. A6063- `KEYMARK 55 13 FH -01869 TOP RAIL /BOTTOM RAIL EXTRUDED ALUM. A6063- "KEYMARK NRAHP 14 F1-J -02491 INTERLOCK EXTRUDED ALUM. A6063- "KEYMARK DUAL POINT MORTISE LOCK 15 FH -01871 LOCK STILE /PLAIN STILE EXTRUDED ALUM. A6063- -KEYMARK 16 FH -02165 FEMALE BUTT STILE EXTRUDED ALUM. A6063- 7KEYMARK 60 17 FH -01877 9/16" HORIZONTAL GLASS STOPS EXTRUDED ALUM. A6063- "KEYMARK NPG 18 FH -01878 .9/16" VERTICAL GLASS STOPS EXTRUDED ALUM. A6063— KEYMARK 19 Fs -02644 ROLLER BACK UP EXTRUDED ALUM. A6063- "KEYMARK 20 FS -01882 FRAME HEAD INSERT EXTRUDED ALUM. A6063- 'KEYMARK 65 21 FS -02210 FRAME HEAD COVER EXTRUDED ALUM. A6063-- KEYMARK 22 FS -01883 FRAME JAMB INSERT EXTRUDED ALUM. A6063- 'KEYMARK 9/16" OA CLEAR HS GLASS: 0.075 VANCEVA COMPOSITE VS02 INTERLAYER 23 FS -02726 FRAME STILE JAMB INSERT EXTRUDED ALUM. A6063-- KEYMARK 24 FS -02208 SILL COVER EXTRUDED ALUM. A6063- KEYMARK 25 FH -02813 3" SILL RISER. ADD ON EXTRUDED ALUM. A6063- "KEYMARK 26 FS -02209 SCREEN INTERLOCK ADAPTER SWEEFEXTRUDED ALUM. A6063- KEYMARK 27 FH -02395 SCREEN STILE EXTRUDED ALUM. A6063- 'KEYMARK 28 FS -02650 SCREEN ASTRAGAL EXTRUDED ALUM. A6063- "KEYMARK 29 FH -02300 SCREEN TOP RAIL /BOTTOM RAIL EXTRUDED ALUM. A6063- "KEYMARK 30 FS -02629 1 1/2" SILL RISER EXTRUDED ALUM. A6063- KEYMARK 31 FH -02625 2 1/4" SILL RISER EXTRUDED ALUM. A6063- "KEYMARK 32 FH -02626 3 1/2" SILL RISER EXTRUDED ALUM. A6063-- KEYMARK 33 FH- .02939 4 1/4" SILL RISER EXTRUDED ALUM. A6063- "KEYMARK 34 •FH -02641 ALUMINUM REINFORCEMENT BAR EXTRUDED ALUM. A6063- "KEYMARK 35 FH -01879 1" HORIZONTAL GLASS STOP EXTRUDED ALUM. A6063— KEYMARK 36 FS -01880 1" VERTICAL GLASS STOP EXTRUDED ALUM. A6063- "KEYMARK 37 FS -02301 POCKET DOOR HOOK STRIP BASE EXTRUDED ALUM. A6063- `KEYMARK 38 FS -02172 POCKET DOOR HOOK STRIP BASE COVER EXTRUDED ALUM. A6063--KEYMARK 39 FS -02173 POCKET DOOR HOOK STRIP EXTRUDED ALUM. A6063- "KEYMARK Approved as ansplifitgistile � Florida Dee NOM BILL OF MATERIALS NO. PART NO. DESCRIPTION MFG 40 FRAME ASSEMBLY SCREWS #10 X 1 1/4" PH F SS 41 SILL ASSEMBLY SCREWS #8 X 1/4" PH F SS 42 ROLLER INSTALLATION SCREWS #8 X 5/8" PH F SS 43 PANEL ASSEMBLY SCREWS #10 X 1 1/4" F SS 44 SCREEN ASSEMBLY SCREWS #8 X 5/8" PH TYPE F 45 ROLLER INSTALLATION SCREWS #8 X 3/4" TYPE F 46 BF04122 -1 WEEP HOLE BAFFLES 47 TP870 IMPACT GLASS STOP VINYL 48 1414 OLYMPUS HANDLE SET 49 1988 -9000 TANDEM ROLLERS 50 •TP876 INTERLOCK BUMPER 51 W33351NK000 TOP /BOTTOM RAIL FINSEAL .187 x .350 52 W33221NK000 WEATHERSTRIP FINSEAL .187 x .220 53 W23401NK WEATHERSTRIPING .187 x .400 54 W13131NK WEATHERSTRIPING .187 x .130 55 v998B GLAZING TAPE 1/4" x 3/8" 56 NRAHP PANEL HEIGHT ADJUSTMENT HOLE PLUGS 57 2468 DUAL POINT MORTISE LOCK 58 2470 MORTISE LOCK THUMB TURN 59 SGD- 205 -CH LOCK & KEEPER 60 PCT 300 WHYC HANDLE 61 NPG NYLON PANEL GUIDE 62 PJS 7623- 09 -SS -N ROLLER 63 18 x 16 FIBERGLASS SCREEN MESH 64 TP- 055.175 SSS SCREEN SPLINE 65 SIKA 552 SEALANT 66 NSB 3/16 -3/4 -2 GLASS SETTING BLOCKS 67 9/16" OA CLEAR HS GLASS: 0.075 VANCEVA COMPOSITE VS02 INTERLAYER 68 1" OA I. TEMP. GLASS: 7/16" TEMP.; 0.075" VANCEVA COMPOSITE VS02 INTERLAYER; 3/8" AIR SPACE; 3/16 TEMP. 69 1/4" DIA. RAWL TAPPER 70 #12 WOOD SCREW 71 1/4" SELF TAPPING SHEET METAL SCREW 72 #8 x 1/4" PH MACHINE SCREW 73 SILICONE CAULK 74 .750" HIGH X 1.50" X 2.25" DUAL FINNED DUST PAD A Per Dade letter dated 12/03/04 SYM REVISION 2/29 DATE BY t tl2 i (or Eric S. Nielsen Florida P. E. No.. 41323 Product Technology 'Corporation DRI. 1150 Louisiana Ave.. Suite 8 Winter Park, Florida 32789 FBPE Certificate of Authorization Na. 8881 WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 IRE: SERIES 8000 SGD LARGE MISSILE 5080 PANELS BILL OF MATERIALS PREPARED 8Y• Product Tecbno agy Corporation Phone 407.822.8334 N.T.S. WIN00081 SHEET: Fax 407.622.8338 A 12 OF 14 • • ••• • • • • •• • • •• •• • O • O•• • • • TWO TRACK r'RA 1r••HEAD / WS NS TYP. WALL. THICKN ,SS. 0.075••; • 1.71 50 �.• UO• • • i • ••• • • • • ••• • • } • • • • • • • ••• • • �• • • • • • • • • • • • • • • •• • • • •• TWO TRACK FRAME JAMB WS /NS TYP.• WALL THICKNESS 0.075 1.250 5.890 nor n IF rt� 5 TWO TRACK SILL PAN WS /NS TYP. WALL THICKNESS 0.080 6.550 TWO TRACK SILL INSERT WS TYP. WALL THICKNESS 0.075 5.775 0.852 3 TRACK FRAME HEAD TYP. WALL THICKNESS 0.075 6.970 t i 3 TRACK FRAME JAMB TYP. WALL THICKNESS 0.075 J 6.800 1 1.250 3 TRACK FRAME SILL PAN TYP. WALL THICKNESS 0.080 1.250 7.475 i-T 3 TRACK FRAME • SILL INSERT TYP. WALL THICKNESS 0.075 .7W L 6.707 i 0.851 4 TRACK FRAME HEAD TYP. WALL THICKNESS 0.075 i 9.345 1.750 4 TRACK FRAME JAMB T.YP. WALL THICKNESS 0.075 J 9.175 1.250 4 TRACK FRAME SILL PAN TYP. WALL THICKNESS 0.080 9.850 i 1.250 t 4 TRACK FRAME SILL INSERT TYP. WALL THICKNESS 0.075 Mi 9.082 3 0.852 PANEL TOP & BOTTOM RAIL TYP. WALL THICKNESS 0.080 3.500 1.570 PANEL INTERLOCK TYP. WALL THICKNESS 0.080 1• � 1 2.299 PANEL LOCK /PLAIN STILE TYP. WALL THICKNESS 0.080 I� 1.750 FEMALE BUTT STILE TYP. WALL THICKNESS 0.080 4.125 4.450 toidlies A Per Dade letter dated 12/03/04 REVISION 12/29/04 DATE DRL BY Eric S. Nielsen Florida P. E. No. 41323 Product Technology Corporation 1150 Louisiana Ave., Suite 8 Winter Park, Florida 32789 FBPE Certificate of Autharizati8n NO. 8681 WINDOOR, INC. 1978 STANHOME WAY, ORLANDO, FL 32804 TITLEt SERIES 8000 500 LARGE MISSILE 5080 PANELS • COMPONENTS PREPARED BY: DM: DATE: DRL SCALE: N.T.S. Produot Technology Corporation REV: Phone 407.822.6334 Fax 407.622.6335 A 09/13/04 DWO. NO: WIND0081 SNEED 13 OF 14 ••• • • • 9/16" HORIZONTAL • •; GLASS'tTOP • • • • ••• • •• • • • ••. . ••• • • • )1.625 ••• • • •• • • • • • • • • • • • ••• •• ROLL BACKUP TYP. WALL THICKNESS 0.175 FRAME HEAD INSERT TYP. WALL THICKNESS 0.060 FRAME HEAD COVER TYP. WALL THICKNESS 0.050 FRAME JAMB INSERT TYP. WALL THICKNESS 0.060 FRAME STILE JAMB INSERT TYP. WALL THICKNESS 0.060 FRAME SILL COVER TYP. WALL THICKNESS 0.050 3" SILL RISER TYP. 26 SCREEN INTERLOCK WALL THICKNESS 0.060 ADAPTER TYP. WALL THICKNESS 0.060 SCREEN STILE TYP. WALL THICKNESS 0.062 --I 2.025 8 SCREEN ASTRAGAL TYP. WALL THICKNESS 0.050 1.100 --I ---� SCREEN TOP /BOTTOM RAIL TYP. WALL THICKNESS 0.064 I- 2.588 --{ 1.144 3 1/2" SILL RISER TYP. WALL THICKNESS 0.060 11.488 REINFORCEMENT BAR TYP. WALL THICKNESS 0.250 • DRL Product Technology CorpomNoh Phone 407.872.8334 • 09/13/04 • WIN00081 SHEET: 14 OF 14