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WS-16-2593 Miami Shores Village c - Building Department EP 20 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 $Y' Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �5tk FBC 20 0q BUILDING Master Permit No.�-J1 ta Z 5ci-3 PERMIT APPLICATION Sub Permit No. MPUILDING [--jELECTRIC r-1ROOFING ❑ REVISION M EXTENSION (RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1159 NE 05 ST City: Miami Shores County: Miami Dade Zia:b-4)1`6y Folio/Parcel#: 11 —27—�52—Q-V—01M Is the Building Historically Designated:Yes NO X Occupancy Type: CBCX2 Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): W('A!5Cf tbyre s Phone#: .&b.coz . 1-471 Address: 1133 Nt 10b ST City: M- la 11 2yeg? State: -F-L. Zip: Tenant/Lessee Name: Phone#: Email: ff�� CONTRACTOR:Company Name: I-°-J Cif'mpanrm Phone#: S125(p.locjo(A Address: 'illFJ SW 12G Tear City: IQYYl i State: C _ Zip: '-6012 .D Qualifier Name: ;J Jna Phone#:. -2Z 0•�-t�.Q(11 State Certification or Registration#: 0 Certificate of Competency#: DESIGNER:Architect/Engineer: //�� ' "7 Address n, City: 0 State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alterati � Repair/Replace ❑ Demolition Description of Work: �L� 1 Yi�`Efi�l�ilkl S d Specify color of color thru tile: Submittal Fee$_ 60' (7A) Permit Fee$ Z� •�� CCF$ 2.0 CO/CC$ •anning Fee$ q. � Radon Fee$ _�® DBPR$ 3 ' 1® Notary$ 10 ,ology Fee$--9 - Training/Education Fee$ !2—° Double Fee$ 0 1 Reviews$ Bond$ J0 TOTAL FEE NOW DUE$ 2O q Ln4/2oi4► 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. 1 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.... OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." !Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approlied and a reinspection fee will be charged. Aignature Signature N R or AGENT CONTRACTOR The foregoing Instrument was acknowledged before me this j The forego g instrument was acknowledged be a me this day of '�'=�-- ,20 / ,by day of �C .20 .by 10C�L%ice. n:S ,who is personally known to ' � who personally kn wn to me or w as pro u d -[ - Tt'`Ic `iltb- 4'� V me or who has produced as Identification and who did take an oath. identification and who did take an oath. NOTARY C: NOTARY PUBLIC: ig Sign: i° I�o 10pri t State of Florida - omm ss on#FF915545 � �: 4 ,`�; otary Public-State of Florida Sea ,, P.�.�' My Comm.Expires Sep 3.2019 Commission#FF 915548 Bonded through National Notary Assn. in ;N' d -j�n� ��,•°• Bonded tiuough pN�lonal Notary ires Sep 3, OAS. . �'F�F`°p y ####################################################### # # ## ############################################ APPROVED BY I� `� Plans Examiner Zoning. Structural Review Clerk tRPvlsP.d02/24/20143 j W% g r "A',64593- 593 Miami Shores Village � i 3 x ` 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 POM Status;APPD- �e �a�� Phone: (305)795-2204 �6 9l21l� 6 Explratlon: 20!2017 Project Address Parcel Number Applicant 1139 NE 105 Street 1122320280400 WELSER TORRES Miami Shores, FL 33138-2107 Block: Lot: Owner Information Address Phone Cell WELSER TORRES 1139 NE 105 Street (305)972-1481 MIAMI SHORES FL 33138- 1139 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 11,961.94 THE COMPANIES OF R&S INC 305-256-6666 Total Sq Feet: 300 Type of Work:REPLACEMENT AND INSTALLING WINDOWS Available Inspections: No of Openings: 12 Inspection Type: Additional Info:REPLACEMENT AND INSTALLING WINDOWS Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.20 Invoice# WS-9-16-61405 DBPR Fee $3.30 09/20/2016 Credit Card $50.00 $204.80 DCA Fee $3.30 Education Surcharge $2.40 09/21/2016 Check#:2255 $204.80 $0.00 Permit Fee $220.00 Scanning Fee $9.00 Technology Fee $9.60 Total: $254.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,M CHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futh horize the above-named contractor to do the work stated. September 21,2016 Authorized Signatur er / Applicant / Contractor / Agent Date Building Department Copy September 21,2016 1 SgORE,s L Miami shores Village ` �A Building Department Egg; , 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 lOR1DA Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowl dgem . I& LX Quali ' Owner Signature Date Prin e Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/summary OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:9/6/2016 Property Information rn Folio: 11-2232-028-0400 1139 NE 105 ST Property Address: Miami Shores,FL 33138-2107 Owner WELSER TORRES ;Mik 1139 NE 105 ST Mailing Address MIAMI SHORES,FL 33138 USA Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE , FAMILY:1 UNIT W NE Beds/Baths/Half 3/1/0 Floors 1 , i Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,649 Sq.Ft Taxable Value Information Lot Size 11,050 Sq.Ft 2016 2015 2014 Year Built 1949 County Assessment Information Exemption Value $0 $0 $0 Year 2016 2015 2014 Taxable Value 1 $317,790 $258,416 $237,338 Land Value $200,102 $159,056 $219,771 School Board Building Value $114,770 $96,961 $93,993 Exemption Value $0 $0 $0 XF Value $2,918 $2,399 $2,399 Taxable Value $317,790 $258,416 $316,163 Market Value $317,790 $258,416 $316,163 Crty Assessed Value $317,7901 $258,416 $237,338 Exemption Value $0 $0 $0 Taxable Value $317,790 $258,416 $237,338 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $0 $0 $0 Non-Homestead Cap Assessment Reduction $78,825 Taxable Value $317,790 $258,416 $237,338 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). Sales Information Previous OR Price Qualification Description Short Legal Description Sale Book-Page MIAMI SHORES ESTATES PB 47-58 08/07/2015 $360,000 29735-0596 Qual by verifiable&documented LOT 12 BLK 3 evidence LOT SIZE IRREGULAR Financial inst or"In Lieu of OR 19518-2897 02 2001 1 04/23/2015 $0 29593 4753 Forclosure"stated COC 25098-1772 11 2006 5 09/01/2003 $259,000 21705-1799 Sales which are qualified 02/01/2001 $162,000 19518-2897 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: MIAMI•DADE MIAMI-DADE COUNTY,FLORIDA EME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢oy/economy �CGI'Sows_&Door;3 J01QD NW 25 Street; (lYlram%F1331721 SCOPE: ` This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material. fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ESC 'TTON. SeriesSe�t#iEne1120" lu ixn$arrzant ceding APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E., bearing the _ Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LAW 4_ . SSIIlE IMP'ACTATING�__� r ci Small Mi �►act^Resisf LmTATIONS: 1.Glass lites wider than 36-inch shall have two setting blocks and anti-Lift devises per FBC requirements. 2.The Day Lite Opening's(D.L.O.)of maximum 495/8-inch(Width)by maximum 553/4-inch(Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0512.05 and consists of this page 1 and evidence pages E---1,E`2 and E-3, as well as approval documentimentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. E M[AMMADCOUNTY D,., a 15-092913; *:Eplradon� 22 2 1k�y � Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. . DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202--94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203--94 6) Forced Entry Test,FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(O insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated.03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series project out window,to qualify DuPont"Butacite" PVB interlayer, Duraseal@ and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB,dated 03/03115, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) Jorge M.Plasencia,P.E. Product Control Unit Supervisor • NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowniu D) 4. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact_Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test,FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51" Edition (2014), prepared by Al Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E--2 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 0619/14,expiring on 05/21/16. F. STATEMENTS 1. S nt letter of�ormance, af�ac�lring with K 'Edition2Q14u and of na ��.�`eI interest, .� t)8/I7/15�is;>u by_Al Faro__o_g_ o�c�ratror�s�% �cl and_sesled by_Javad Ahmad,, 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel,P.E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon,P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel,P. E. (Submitted under previous NDA No. 1 S-OSI Z 05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon,P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HT1 -0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. Jorge M.PIasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,201.6 " E-3 M IAM I•DADE MIAMI-DADE COUNTY MEN PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW-26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econom GI 4 Indoors and Doors.Inc. (I$1.0�NW 25 Sfre�et .3s172: SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve-the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. „a,Txt}N.,Series!238"Ou"Wg Aluminutnr a► n# ovt►=L.M.I, APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)",sheets 1, 1.1,2,3,4, 5, 5.1, 6 and 7 of 7, dated 12/04/98,with revision J dated 04/10/15,prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. Y X11 ISSII�E INIl'A T"` 'i'1+ rge and Small Missile Impact Resist m LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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. er preceded�y he�vords-Merril-Dade-C-etmty�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 NWA#14-0506.01 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4, as well as approval document mentioned above. - The submitted documentation was reviewed by Manuel Perez,P.E. MIAMPOADE COUNTY Expiratjolz fiber 2fi 2Q18 (Approval � pteml 1 ,201'5 G�Iq 1 15 Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOAAIs #96-0417.03 and#01-1002.03) 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS. 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact.Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC..TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal@ and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA 3056 WA,dated 03/03/15,signed and sealed by Ramesh C. Patel,P.E. - 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project • out window,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. • 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer(&-insulating.glass spacer,'prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 Large Mssile limpaet. estper-FBC,TAS-201 94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94. 6)Forced Entry Test,per FBC 2411.3 .2.1, and TAS 202-94 along with marked.-up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009W 3,-dated 03/24/14, signed and seal d by Ramesh C. I,P.E. (Submitted under previous NOA #14-0506.01) Manuel Pe z, .E. _ Product Control xa iner NOA No.15- 12.19 Expiration Date: October 26,2018 Approval Date: September.17,2015 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem,P.E. (Submitted under NOA #121220.14) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 030147 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA #08-1010.02) 7. Test reports on: 1)-Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum outswing casement window,prepared by Hurricane Engineering&Testing, Inc., Test Reports No.HETI-08-2143,HETI-08-2144,HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/0$, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum 'casement window,prepared.by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall,P.E. der NOA's - •�-�- Manuel ere . Product Control ExMeirNOA No. 15-09 Expiration Date: October 26,2018 Approval Date:.September 17;2015 '' E-2 CGI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 9. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water.Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA #96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 4/24/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic*Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) GIass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. 4, Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16 Manuel ere ,P. . Product Control Ex min r NOA No. 15- .19 Expiration Date: October 26,2018 Approval Date: September 17,2015 E-3 CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS L Statement letter of conformance,cvmplyinn with FBG 5 Edit Qn(20 4} dated April (11,2014,issued by_A1 �roogCatozation, rgned and,sealed b TavadwAd,P.E.; (Sttlimtted under prev�+us 1VOA,#14-_CI50�a.1) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez,P.E. (Submitted under previous NOA #14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,Inc., dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA #081010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08--2144,HETI-08-4287 and HETI-07-4298, issued by Hurricane Engineering&Testing,Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candida F.Font,P.E. (Submitted under NOA #08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL4080-1107-98,issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98,both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA #96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL4003 and FTL-1041, issued by Fenestration Testing Laboratory,Inc., dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA #96-0417.03) 7. Test Proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America,Inc., as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014, issued by RER, Product Control Section, signed by Jaime Gascon,P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows&Doors,Inc. for their Series"238"Outswing Aluminum Casement Window-L.M.I.,approved on 46/26/14 and expiring on 10126/18. Manuel reVC4 Product Control Exr ' NOA No. 15-0)V.19. Expiration Date: October 26,2018 Approval Date: September 17,2015 E-4 M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) mmw.miamtdade.¢ov/economy ;CGI Wind_ows,.O Doors (10100 NW 25'�b Streef'' 4Mi�mi,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 and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION Series"Sentine113Q"Alumiinum Fixed Window-L.M.L' APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.I.)",sheets 1, 1.1,2,3,4,5 and 6 of 6,dated 01/30/10,with revision F dated 04/10/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. - �T ±__ISF_ SILE IMPAG�' ATIlYG a , mal Missile Impact ItrLs#ant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising.literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MiaMaaana co tvTr AMU ti3 (��Pir�atioun D� f1181Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.),sheets 1, 1.1,2, 3,4, 5 and 6 of 6,dated 01/30/10,with revision F, dated 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203794 along.with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal@ and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up'drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory, LLC, Test Report No. PITL-0080-0103-10,dated 03/30/10, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.13) Manuel z,P.E. Product ContI aminer NOA No. -0413.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5' Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite©PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. F. STATEMENTS _ 1. tatenletter o6onformance' c, omt ingvv�th T'BC tion 14au€1 cif na — nancia merest mated Jul 18. 2014 ued by Faro CorporaUP!a sip and wed b� vad Ab:=— (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10,issued by Hurricane Test Laboratory, LLC,dated March 30, 2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted tinder NDA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section,dated 12/16/14, signed by Jaime Gascon,P.E., Supervisor,Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGT Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window – L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel Per E. Product Control E er NOA No.15-0 3.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 • E-2 MIAMI- MIAMI-DADS COUNTY e® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govieconomv (CGI Windows andDoorTncf 1010ti=NW 5'�;street_, tlt7iam�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 and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHD). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. ;DESCRIPT>fQN Series # 38" ,lumum Red_V[rndow_, L 1Vi . APPROVAL DOCUMENT: Drawing No.W99-10,titled"Series-238 Aluminum Fixed Window (L.M.I.)",sheets 1 through 11 of 11,dated 02/19/99,with revision J dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. �I1��SII QCT— ATIN�.Lame and Small 1Vlissr�Im',_ct Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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�NO�A'„,shall be,,,c,,a,,u�}se for termination and removal{of NOA. A TiTCbT l Lv'rlt E TThe NO fiber—�reeeded by the'o�-DaH��ty57--ABr�da,--d followed by the expiration date may be displayed in.advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0903.06 and consists of this page l and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,.P.E. _ (NOA No ID5126' MiIAMhDADE COUNTY fE%�tion Date, October 26,201$ 1 lApprlrval_lla#e Stember 17,1�I5 Page 1 CGI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 01-0918.01 and) 2. Drawing No.W99-10,titled"Series-238 Aluminum Fixed Window(L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99, with revision J dated 04/10/15, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA 3056 WA,dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA 3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS.201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC, dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed, casement and project-out windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No.HETI-08 , 08-2444,kWM-n7., 87 nd--1MT1-Oa4298, dated 06/27/08 and 07/17/08,all signed and sealed by.Candido F. Font,P.E. (Submitted under NOA No. 08-1114.06) Manuel erex Product Control Exa NOA No. 15-055Q. Expiration Date: October 26,2018 Approval Date: September 17,2015 E-1 r CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of series 238 aluminum casement, project-out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. RTL-0080-0301-07 and HTL-0080-0905-07, dated from 10/10/06 to 08/28/07, all signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA Is No. 08-1114.06) 6. Test reports on: 1)Air Infiltration Test,per SFBC,PA 201-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test, per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL- 0080-0303-96,HTL-0080-1107-98,HTL-0080-1127-98, HTL-0080-0606-99, RTL- 0080-1020-99 and HTL-0080-0203-99,dated 03/06/96, 09/08/96, 11/10/98, 12/23/98 and 02/05-15/99, 06/07/99 and 10/28/99,all signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 01-0918.111) 7. Test reports on: 1)Large Missile Impact Test per SFBC,PA 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of aluminum casement, project-out and fixed windows,prepared by American Test Lab of South Florida,Inc., Test Report No. ATL-1209.01-94, dated 02/20/95, signed and sealed by Gerard B. Sullivan,P.E. (Submitted under NOA No. 01-0918-01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5t" Edition (2014),dated 08/05/14,prepared by Al-Farooq Corporation,.signed and sealed by Javad hmad,P_E SIIbmittet"rider prewo is AM At& 14-0907,66) 2. Glazing,complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel erez, Product Control Exa ine NOA No.15-0 Expiration Date: October 26,2018 Approval Date: September 17,2015 E-2 s CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. F. STATEMENTS _ 1. RStatement letter ofLLconformance,_compl�n�nth_FBC 5�Edition �2014)�and of no,' Ff .cral interest;dated August_6,_2014, issued by Al Farting Corporation,_sgned_anc1 ',sealed by__Javad Ahmmac�_P.E �(,Sub�r»aed' p� �,v�r'1YUA lYo. ;Id-0903_ ._Obi; 2. Laboratory compliance letters for Test Reports No.HTL-0080-0301-07, HTL-0080-0905-06 and HTL-0080-0905-07, issued by Hurricane Test Laboratory, Inc., dated 08/08/08 and 10/12/06, all signed and sealed by Vinu J. Abraham,P.E. (Submitted tinder NOA No. 08-1114.06) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96,HTL-0080- 0303-96,HTL-0080-1107-98,HTL-0080-1127-98,HTL-0080-0606-99 and HTL- , 0080-0203-99, issued by Hurricane Test Laboratory,Inc., dated 03/06/96, 09/08/96, 12/23/98 and 11/29/99, all signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA No. 01-0918.01) 4. Laboratory compliance letters for Test Report No. ATL-1209.01-94,issued by American Test Lab of South Florida,Inc., dated 02/20/95,signed and sealed by Gerard B. Sullivan,P.E. (Submitted under NOA No. 01-091&01) 5. Test Proposal for the qualification of ButaciteO PVB glass interlayer by Kuraray America,Inc. as well as Duraseal®and Super Spacer®Standard wane-edge flexible insulating glass spacers, dated December 16,2014, issued by RER,Product Control Section, signed by Jaime Gascon,P.E., Supervisor,Product Control Section. G. OT ERS 1. Notice of Acceptance No. 14-0903.06, issued to CGI Windows & Doors for their "Series-238 Aluminum Fixed Window - L.M.I.", approved on 12/24/14 and expiring on 10/26/18. Manuel* a P.E. Product Contro Ex iner NOA No. - 512.16 Expiration Date: October 26,2018 Approval Date: September 17,2015 . E-3 MIAMI- MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldade.itov/economy !CGI W t-rdows_ (Doors' i l.plpp NZSR'S#reef LA amkM 331'72' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. -- — - �ng - (D�SC 'TION: Serles Cupped,Extrudes Alumxnttm Tabs. a with#3�3 I?I�ramMember APPROVAL DOCUMENT: Drawing No. M95-13, titled "Mullion Elevations and Details", sheets 1, 2, 2.1,3,3.1,4 and 5 of 5,dated 11/25/95,with revision G dated 07/07/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. !MISSILE y ACT TING:Large and Smal it ssrle n►pq� nt' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0203.13 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. �NOA`1VoIS-pd, Hx' raaMi aarsa couNrr iExprratio=.v April 26,2 .. �Approv_algtrst I3,201 Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#02-0123.07) 2. Drawing No M95-13,titled"Mullion Elevations and Details", Sheets 1,2, 2.1, 3, 3.1, 4 and 5 of 5, dated 11/25/95 with revision G dated 07/07/11,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed windows mulled together,prepared by Hurricane Test Laboratory,LLC, Test Report No. RTL-0080-0105-08, dated 3/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA#08-0429.04) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC PA-202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI-96-525,dated 02/12/95 signed and sealed by Hector Medina,P.E. (Submitted under NOA#02-0123.07) 3. Test reports on: 1)Large Missile Impact Test, Loading per FBC PA 201-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering& Testing Inc., Test Report No. HETI-96-525, dated 10/30/95,signed and sealed by Timothy S. Marshall, P.E. (Submitted under NDA#02-0123.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51" Edition (2014),dated 04/13/15 and 07/17/15,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1, Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Manu I Pere , . Product Control Rxmi er NOA No.15-04 0.07 Expiration Date: April 26,2017 Approval Date: August 13,2015 E-1 r CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance complying with FBC-51" Et han (2014), and of no financial interest,dated April 1.3, 2415, issued by Ai-Farooq C�rparati€�n, signed and sealed by Javad Ahniiad,P.E.; 2. Laboratory compliance letter for Test Report No. HTL-0080-0105-08 issued by Hurricane Test Laboratory, Inc.,dated 3/26/08, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NVOA#08-0429.04) G. OTHERS 1. Notice of Acceptance No. 12-0203.13,issued to CGI Windows&Doors for their Clipped,Extruded Aluminum Tube Mullion with#373 Framing Member—L.M.I., approved on 03/22/12 and expiring on 04/26/17. Manuel Perez, Product Control Exn4ar NOA No. 15-0420.07 Expiration Date: April 26,2017 Approval Date: August 13,2015 E-2 u; WINDOW/ DOOR SCHEDULE SCOPE OF WORK: o CALC.WIND PRODUCT WINDOW/DOOR REPLACEMENT CONSISTING OF: I= GLASS EFFECTIVE WATER NOTICE OF o MARK DESCRIPTION THICKNESS/ TINT FRAME PANEL WIDTH X MANUF./ AREA ZONE GCp(+) PRESSURE PRESSURE INFILTRATION APPROVAL . 12 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS U NO. TYPE COLOR STYLE HEIGHT MODEL# (SQ FT) GCp(-) REQUIREMENT CAPACITY REQUIREMENT (N.O.A.) o (P.S.F.) (P.S.F.) 1V1 ALUMINUM CASEMENT WINDOW- 5/16 LAMICLEAR BRONZE X 26 "x 63" CGI WINDOWS& 11 6 END(5) +0.99 +39.6 +74.9 YES 15-0512.19 O IMPACT RESISTANT (TYPE"2") DOORS"238" 1.38 -52.9 77.9 m GENERAL NOTES: s ALUMINUM CASEMENT FIXED 7/16 LAMICGI WINDOWS& +0.94 +37.9 +81.3 w WINDOW-IMPACT RESISTANT (TYPE"2") CLEAR BRONZE O 53"x 63" DOORS"238" 23.2 END(5) 1.27 -49.3 -81.3 YES 15-0512.16 1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA 1 g ALUMINUM CASEMENT WINDOW- 5/16 LAMICLEAR BRONZE X 26}"x 63" CGI WINDOWS WS& 11 6 END(5) +0'99 +39'6 +74.9 YES 15-0512.19 BUILDING CODE 5TH EDITION(2014)AND THE ASCE 7-10 WIND CODE. Z IMPACT RESISTANT (TYPE"2") DOORS -1.38 -52.9 -77.9 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS ALUMINUM HORIZONTAL ROLLER 5/16 LAMIx36" 6 CGI WINDOWS& +1.00 +40.0 +65 PRIOR TO INSTALLATION. Engineer. WINDOW-IMPACT RESISTANT (TYPE"A") CLEAR BRONZE XO 50" DOORS"120" .3 INT(4) _1.10 -43.4 $5 YES 15 0929.13 9 3. WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN ALUMINUM HORIZONTAL ROLLER 5/16 LAMI XOXCGI WINDOWS& +1.00 +40.0 +61.6 STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO CLEAR BRONZE 76}"x 52" 9.2 INT(4) YES 15-0929.13 " WINDOW-IMPACT RESISTANT (TYPE"A") 1/3-1/3-1/3 DOORS"120" -1.10 -43.4 '61.6 PRODUCT CONTROLS. := W4 ALUMINUM HORIZONTAL ROLLER 5/16 LAM[ CLEAR BRONZE XOX 76}"x 52" CGI WINDOWS&0 9.2 INT(4) +1.00 +40.0 +61.6 YES 15-0929.13 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL WINDOW-IMPACT RESISTANT (TYPE"A") 1/3-1/3-1/3 DOORS"120" _1,10 -43.4 -61.8 W5 ALUMINUM HORIZONTAL ROLLER 5/16 LAMI CGI WINDOWS& +1.00 +40.0 +65 N.O.A.DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT.ALL OTHER S U A R E Z CLEAR BRONZE XO 38"x 51" 8.7 END(5) G YES 15-0929.13 OPENINGS ARE NOT PART OF THIS PERMIT. EN1 N E E R S WINDOW-IMPACT RESISTANT (TYPE"A") DOORS"120" -1.40 -53.7 -65 ALUMINUM HORIZONTAL ROLLER 5/16 LAMI CGI WINDOWS& +1.00 +40.0 +g$ 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E.BEAMS, 12020 SW 70th Ct ® WINDOW-IMPACT RESISTANT (TYPE"q") CLEAR BRONZE XO 50"x 36" DOORS"120" 6.3 END(5) _1.40 -53.7 -65 786 547-9401 CA 2YES 15 0929.13 COLUMNS,FRAMING,ETC.)SHALL BE DESIGNED BY OTHERS TO WITHSTAND Miami, 1 3CA 2 8429 ALUMINUM HORIZONTAL ROLLER 5116 LAMI x 36" g3 CGI WINDOWS& +1.00 +40.0 +65 THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN O WINDOW-IMPACT RESISTANT (TYPE"A") CLEAR BRONZE XO 50" DOORS"120" INT(4) _1.10 -43.4 .65 YES 15 0929.13 PERFORMED TO VERIFY THEIR ADEQUACY. ALUMINUM HORIZONTAL ROLLER 5/16 LAMI® CGI WINDOWS& +0.94 +38.1 +65 6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MIN. CLEAR see* WINDOW-IMPACT RESISTANT (TYPE"A") CLEAR BRONZE XO 50"x36" DOORS"120" 21.3 INT(4) -1.D4 -41.5 -65 YES 15-0929.13 HEIGHT REQUIRED IS:24",AND A MIN CLEAR OPENING OF 5.7 SQ.FT.(5.0 SQ. 00• ALUMINUM FIXED WINDOW-IMPACT 7/16 LAMI CLEAR BRONZE O 9T'x 17" CGI WINDOWS& 11.5 END 5 +0.99 +39.7 +80 FT FOR GROUND FLOOR)SILL HEIGHT NOT TO EXCEED 44"ABOVE FINISHED• •• 0 PE"C" DOORS"130" ( ) -80 e • RESISTANT (TYPE ) -1.38 -53.0 YES 15-0413.03 FLOOR. •• •• 10 ALUMINUM FIXED WINDOW-IMPACT 7/16 LAMI CLEAR BRONZE O 9T'x 1T' CGI WINDOWS& 11.5 INT(4) +0.99 +39.7 +80 YES 15-0413.03 ••o••• +• ••°••• RESISTANT (TYPE"C") DOORS"130" -1.09 -43.1 -80 •e ••• WIND LOAD CALCULATIONS °••••• 11 ALUMINUM FIXED WINDOW-IMPACT 7/16 LAMI CLEAR BRONZE O 9T'x 1T' CGI WINDOWS& 11 5 INT(4) +0.99 +39.7 +80 e• ••• •e z • � RESISTANT (TYPE"C") DOORS"130" -1.09 -43.1 $0 YES 15-0413.03 CODE:ASCE 7-10"COMPONENTS AND CLADDING"METHOD 2 • e• of W ••o r 1 ALUMINUM FIXED WINDOW-IMPACT 7/16 LAMI CLEAR BRONZE O 97"x 17" CGI WINDOWS& 11 5 END 5 +0'99 +39.7 +80 •• ••• •• •• ® RESISTANT (TYPE M] DOORS"130" ( ) _1.38 53.0 80 WIND VELOCITY= 175 MPH e • YES 15-0413.03 •� M EXPOSURE CATEGORY= C •• •• goof •• BUILDING CATEGORY= II w LL- 004 •e• GD N BUILDING CLASSIFICATION= ENCLOSED • • c t ,I"" IMPORTANCE FACTOR(1)= N/A • • •• �/Q• •� WIND DIRECTIONALITY FACTOR(Kd)= 0.85 Ste' HEIGHT OF HILL OR ENTRAPMENT(H)= N/A e ••• ® •••Z• MULLION SCHEDULE TOPOGRAPHICFACTOR(Kzt)= 1.00 •• e:5 • ch ._ CALC.WIND PRODUCT MEAN ROOF HEIGHT(h)= 15 FT ••�i^ r E MARK DESCRIPTION FRAME WIDTH X LENGTH CLIP MANUF. NOTICE OF 7 Z L.L ca DEPTH TYPE MODEL'# OPENINGS TRIBUTARY MULL REQUIREMENT CAPACITY APPROVAL VELOCITY PRESSURE W NO. COLOR (THICKNESS) WIDTH SPAN (P.S.F.) (P.S.F.) (N.O.A.) EXPOSURE COEFFICIENT(Kh)= 0.85 EXTRUDED ALUMINUM TUBE MULLION- 1"x 2" CGI WINDOWS&DOORS + PRODUCT OF INTERNAL PRESSURE W1 1 lB M1 M1 IMPACT RESISTANT BRONZE (0.125") 63" B "373 CLIPPED" 39t 63" -52.9 -82/ 15-0420.07 COEFFICIENT AND GUST EFFECT FACTOR(GCpi) ±0.18 PRODUCT OF EXTERNAL PRESSURE COEFFICIENT AND GUST . EFFECT FACTOR(GCp) (NOTE 1) Miami Shc res Villa- a BUILDING"W'ATNARROWEST DIMENSION= 20'-0" pc CORNER DISTANCE FOR ZONE 5(a)= V-0" till A�P q OV ED BY DATE 2 0 016 (MIN.OF 10%OF THE NARROWEST DIM.OR 0.4x(h) BUT NOT LESS THAN 4%OF THE NARROWEST DIM.OR 3 FT.) ZC"NING DEPT BV: 0.1x20'-0"=2'-0" I�,_... 0.4 X 15'-0"=6'-0" CE-E6UA'RDOUAF P.E. q �b o.oaxzo_o„=0'-8- D-, '_6" /'��/ s / r-,._a DEPT / a =T-0" / CT i O CGkIQI V NCE WI FH ALL FEDERAL.' VELOCITY PRESSURE EVALUATED AT HEIGHT z=h(qh) i qh=.00256(Kh)(Kzt)(Kd)(V42) f HUL-S AND REGULATION: qh=.00256(0.65)(1)(0.85)(175A2) 09-14-16 _ qh=56.51 PSF Date:- Project Designer. E.A.S E.A.S.�.A1 DESIGN WIND PRESSURE(p) prate By: E.A.S. (LOW RISE BUILDING AND BUILDING LESS THAN 60FT) Checked By: E.A.S. p=(0.6)gh[(GCp)-(GCpi)] Submittal: PERMIT SET r/ (PRESSURE) p=(0.8)56.51[GCp(+)_(_0.18)] �V (SUCTION) p=(0.6)56.51[GCp.(-)-(+0.18)] Drawing GENERARA L NOTES, NOTE: 1. GCp SHALL BE SELECTED FROM FIGURE 6-11a BASED ON EFFECTIVE CALCULATIONS ^� WIND AREA AND ZONE.SEE WINDOW/DOOR SCHEDULE. AND SCHEDULES 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL BREAKS BEING CONSIDERED.STRUCTURAL MULLIONS NOT PART OF THE Sheet: TESTED COMPONENT ARE A STRUCTURAL BREAK. 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE 1 of 3 WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. u; a 0 z O a U W 0 z O W O z Engineer: S U A R E Z ENGINEERS 12020 SW 70th Ct Miami,FL 33156 786-547-9401 CA 29429 NOT PART OF PERMIT OT PART OF PERMIT *Go* W5 • 0 .• 09000 BATH W3 W4 •of• 0 • '• NOT PART O 000.00 •: .� ; PERMIT NOT PART OF NOT PART OF EGRESS EGRESS CLOSET 0 �; �, Z •••• � LLJ 1 8 .•.•,41- PERMIT PERMIT •fees• '0 :0 M FAMILY ROOM DEN ••0••0 •.y..� *so L ILL0 •. .• .• I"I"IH••T••� F- Rz U a LLf KITCHEN MASTER : �0 L0 0 BEDROOMa w a 0' 0 0 "'M 06' GARAGE Z •• . ..0 1. .1. i�O :� cu W2 DINING ROOM MASTER •• W BATH M1 M1 NOT PART OF PERMIT EGRESS NOT PART OF PERMIT 1B ®1 W1 W8 O Wg RDO A.SUAREZ P.E. LICENSE#64759 N FLOOR PLAN SCALE: 1/8"= 1'-0" Date: 09-14-16 Project Designer. E-AS Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: FLOOR PLAN Sheet: 2of3 w a 0 z M1 W12 M1 W11 10 W9 0 a s U W O I� W2 W8 O W6 ,gall 1B � CE) Z L� Engineer. NOT PART OF NOT PART OF PERMIT PERMIT SOUTH ELEVATION (FRONT) S U A R E Z SCALE: 1/8"= V-O" ENGINEERS 12020 SW 70th Ct Miami,FL 33156 786-547-9401 CA 29429 • • • •• 0000•• ® •• • • 00000• 6967 ••• •imp IDNOT PART OF 090090 ©W •L • •M •• M PERMIT •••• • M O O O ••.. W5 W W3 NOT PART OF NOT PART OF •••••• 0 0:A W :I'LL PERMIT PERMIT • . •'r 1, - vi NOT PART OF ��0��• ••.y L) O"r092 PERMIT • • • NORTH ELEVATION (REAR) ..SJ • SCALE: 1/8"= 1'-0" ••• ca ��-1-11:711 F��—Fly 11=111=11E�I NOT PERM PERMIT o =I NOT PA— RT F ' PE MIT EDUARDO A.SUAREZ P.E. LICENSE#64759 EAST ELEVATION (RIGHT) SCALE: 1/8"= 1'-0" Date: 09-14-16 Project Designer. E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: ELEVATIONS Sheet: WEST ELEVATION (LEFT) 3 of 3 SCALE: 1/8"= V-0" ro PICAL ELEVATION 1 t 1" 110" V i� `^ FLANGE WIDTH BUCK WIDTH �� Q 6" 5" MAX. HEAo L 5" MAX. m Z MAX. T• m W TrP. z �, HEAD/SILL 5 5 MTG. STILE f 14 to � �1 MTG. STILE �_ $ 4 I ♦ I \ I V O `... II II � II k I t I NNI 7v E 11 F jj F E1 11 F jj F �j � q _=-�_ Qr ryca r z M 17 if *04 = r +� o i� 1� •�orK •�j Ci a coin in G " 0 3 r7,-S to ri -- --- • 0000 • N • � ••.� 0000•• I / \ \ ♦ / \ •• V • • •• I � C • • r • ♦` ♦ / I ♦ �♦ I ♦` �• — •0 0000•0 FALSE MUNTINSJ FALSE MUNTINS AOpL. ANCHOR REOp. J " XAODL. ANCHOR READ.(SURFACE APPUE0) 32 7/8" 32 7/8" AT CENTER OF ALL PANELS (SURFACE APPLIED) 7/8 32 7/8" NTER OF ALL PANELS • •d, 0 -.OPTIONAL D.E. OPG. OL. OPG. AXEC OR OPERABLE OPTIONAL .IVD.L. OPG. D.L. OPG. OR OPERABLE 'ABOVE 30" PANEL MOTHS 3D" PANEL WIDTHS • � � W A ••:••• 36 3/8" AT HEAD/SILL 36 3/8" AT HEAD/SILL •• •,�•• N••• ••••• VENT WIDTH VENT VIDTH ...... Aga & �'L�.�[GE AD, irog l EQUAL LEG FRAME : �: ° f•� •••0:• 00 •• nM• O M M :•0••: 11o" d C Z�O.t•'n BUCK WIDTH w 5 1/ ' 13 5/16" MAX. " MAX. q {I! a U r1 HEAD/SILL 5 n�' HEAD/SILL 0 • TH S` SENT 1,++ MTG. STILE I►" in � PRODUCT REVISED x DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PERas complying with the Florida CHARTS SHOWN ON SHEETS 2 & 3. Nu mil.CCade79-(}929.13 �' I iration Date 09/22/2020 p APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 1:x R - E2 F u F OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY a o 8 s n s APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS Y 8 N /• fifltam ado Product Control o r F- ------ =� - IN BETWEEN. ai o o iv a yr V I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL o z z G1 _ o WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS 5 L in ci ` THIS PRonUcT f�El _DES dNED ANl);;TESTEtI 7o Ct?tdPLY wCiH THE' INSULATING LAM. GLASS y101 ' w 11_ _ _ LARGE MISSILE IMPACT o o _____- __ f ECtU1REM>`lV7S OF THE 21114 (5TH EDA7QN FLORIDA WLOINU_CODE SMALL MISSILE IMPACT > $ Q INCLUDING_HIGH_VELOCITY,HURRtWE,_ZONE,(ENHZ). - E onom - v i; i1 x WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 111111 c B2 II LOADS TO THE STRUCTURE. II ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS �♦� -OR• ��i a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �� '•y1GE�dSF •.,. �i N � � N / ♦ / ♦ ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE FALSE MUNTINS NOT PART OF THIS APPROVAL. (SURFACE AP.PLIEU) 32 7/8" 32 7/8" A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. , .. OPTIONAL D.L. OPG. D.L. OPG. ALL SHIMS TO BE HIGH IMPACT, NON--METALLIC AND NON-COMPRESSIBLE. �d ' STA OF drawing no. 36 3/8" MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT jAAY t 1201 �� p�pp. •' ®�'�� " VENT WIDTH COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE � a�°.••'•••••''' � �� W10-1 8 FIN FRAME REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS. (sheet I of 1 i TYPICAL ELEVATION 111' 110' V FLANGE WIDTH �. FLANGE WIDTH 6" 5 1/2' �► MAX. MAX. H ILL 5" MAX. . w -� TYP. In HEAD/SILL $ M m W Z n 5 _ 5 MTG. STILE m 81 STILE �_ o r ` r' to t � a II tl It It 6 i1 6 11 11 6 E1 �� F I1 II F BaN� cl ==fit==k. �_ --^-- �� ----_ - �- cf" 0 IL 000, 1 a II _ � w � � liif n n / M If II N z M II 11 u00i ani p I ]t I I in v' f I Il I I 11 II u B D fl !I tY�� 81 fI 11 Nxq m 5 5 tl tl � 5 II 11 "� � � ••� • • to •p •••••• FALSE MUNTINS ADDL. ANCHO OD. FALSE MU S - • •. •••••• (SURFACE APPLIED) 24 1/2• 49 5/8' AT CENTER OF ANELS (SURFACE UED 24 1/2' 49 5/8" ADDL. ANCHOR REOD. • dj r. •••• AT CENTER OF ALL PANELS • •• • • OPTIONAL FIXED OR OPERABLE PnoNAL D.L. OPG. D.L. OPG. • o ' D.L. OPG. D.L. OPG. ABOVE 30' PANEL WID ABOVE 030 O PAIELLWIDTHS p w• ••:••• 28• AT HEAD/SILL 28" AT HEAD/SILL • '• ••••• VENT WIDTH PENT W10TH • 'O v~i•••'�' •••••• FLANGE & FLANGE ADAPTOR FRAME EUA LEG FRAME ° ?N •• • NNM 3 110' r � y• {CJ BUCK WIDTH O in 5 1/2' 13 5/18• O MAX. _ r- U A k' " MAX. N g p_, J HEAD/SILL SIY HEAD/SILL Q M N MTG. STILE 1i 11 I! 11 'I f2 tt F 11 it F o 9L g 8 11 6 It It 6 ~ ivy as u j ii j d SGS � a n n N ap 1- to 11 a N in 11 Il DO -_JI _- ----- Ic--==-=1t =-z= 1*6O 4 II n 1t > o m BzAff i1 1i �tiilliliilr� T le \ PRODUCT REVISED as com Iyln with the Florida ,. 0. , y FALSE MUNTINS Building Code : •; = 4 3 (SURFACEAPPLIED)t�ONAL 24 1/2" 49 5/8' MOA-No. 15-0929.13 _ a v` D.L.8 PG. D.L. OPG. Expiration D'',t 09/2212020 OF •� drawing no. B �i 0R :•'' ®�� VENT WIDTH y MAY 1 1241 ,, � �� W10-1 s FIN FRAME fE Miami-P s Product: ontrol ��i� fi0�� sheet 1,1 of � , ~ - CD Am par, DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) H.D. MTG. RAIL STD. MrG. RAIL H.D. MTG. RAIL H.D. mm. RAO CLASS TYPES CLASS TYPES GLASS TYPES GUM ;15 FLANGE DIMS. BUCK DIMS. WIDTH HEIGHT WIDTH HEIGHT 6tW� vkC Exr.(+) INT.(-) WIDTH HEtGHT HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXQ INT.(-) IL qfO 65.0 00 61 a 52-1/8" 37-3/8" 80.0 go.0 55-3/4' 54-3/4- )65*0 _N 65.0 90.0 65.0 65.0 10 Uj ' RATING VENTS TO BE 1/3 OF THE WINDOW WIDTH RATING v� ° LO OPERATING VENTS TO B E 1/2 OF THE WINDOW WIDTH 6,010 A' Typ. BUCK DIMS Typ. BUCK DIMS BUCK DIMS FLANGE FRAME EQL&L LEG FRAME FLARGE ADAPTQR FRAM FLANGE DIMS FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME -% gig 10 AA PRODUCT REVISED as,complaoin with the Florida .7 Bu 0 GLASS CAPACITIES ON THIS* SHEET ARE NIDA-No. 15-0929.13 E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Date 0912212020 OF drawing no AND FLORIDA BUILDING COMMISSION STD. MT-G. RAIL: H.D. MTQ, RAIL, DECLARATORY STATEMENT DCA05-DEC-219 ar—a 14M J 12016 � ' � ' - � � . DESIGN.._IAAD CAPACI`Y'_ PF DESIGN LOAD CAPACITY - PSF Cax sites) (xax slzEs) X11 1 - H.D. MTG. RAIL S'I'D. MTG. RAIL H.D. MTG. RAIL. '.D. MTG. RAIL o GIAM TYP>�'_. CLASS TYPES GL1.S3 TYPES GLASS TYPES GLASS TYPES Z q� FLANGE DIMS. BUCK DIMS. `!t�&'A1', '8'&'81' 'B' & `BI' FLANGE DIMS. BUCK DIMS. 'A'A:'At', 'B'&'B1' 'B' & 'B1' 'C' & 'C1' `4 WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT'-) EXT.(+) INT.(-) a 74' 73" 65.0 65.0 80.0 90.0 74" 3° 65.0 65.0 80.0 0.0 65.0 65.0 Q O ti U 106-1/4" 26° 105-1/4' 25' 65.0 65.0 80.0 90.0 106-1/4' 26" 105 /4" 25" 65.0 65.0 80.0 90.0 65.0 65.0 111° 110" 65.0 65.0 80.0 90.0 111' 110 . 65.0 65.0 80. 90.0 65.0 65.0 74' 73° 65.0 65.0 80.0 90.0 74' 73" 65.0 65.0 8 90.0 65.0 65.0 Q g to 106-1/4" 38-3/8" 105-1/4' 37-3/8" 65.0 65.0 80.0 90.0 106-1/4' 38-3/8" 105-1/4' -3/8' 65.0 65.0 0.0 90.0 65.0 65.0 O Bj'1{ 111" 110" 65.0 65.0 80.0 90.0 111' 1i0° 65.0 65.0 80.0 90.0 65.0 65.0 Q' � 74' 73" 65.0 65.0 80.0 90.0 74" 73" 65.0 65. 80.0 90.0 65.0 65.0 O L 0 106-1/4' 50-5/8" 105-1/4' 49-5/8" 55.0 55.0 80.0 90.0 105-1/4" 50-5/8" 105-1/4" 49-5/8 - - - 65.0 65.0 Mo 6 111° 110' 65.0 65.0 80.0 90.0 111' 110° - - - - 65.0 65.0 2 74' 73" 65.0 65.0 80.0 90.0 74" 73" 0 65.0 80.0 90.0 65.0 65.0 {L Z g 106 105-1/4' 62" Bf B 6i 1 80.0 90.0 106--1/4" 63' 105-1/4" 62' - - - - 55.0 65.0 rig U g t 11" 110' 60.0 60.0. 80.0 90.0 111" 110" - - - 65.0 65.0 1p • (1/3w) (1/3w) (7/3W) (1/ (1/2W) (1/4w) • 0 ;•� • ....• JIN • � •3 � � . �...: OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OP TING VENTS TO BE 1/4 OF THE WINDOW WIDTH • •.�' OV ?�.� :••" CZ • • �•t • Xa * 'XDX' Og U -: X -TVP. BUCK DIMS Yz` 7YP. BUCK DIMS SUCK DIMS o � FLANGE _FRAME EQUAL LEG FRAME ELANGE ADAPTOR c I _ FLANGE DIMS j I_ RANGE DIMS I +vn FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME Q a to u{ 0 t7 `,,1111{111 I1j�,' 6 5 PRODUCT REVISED ,"~, ;• NO0592 '_ o r as com lying with the Florida 5 r NOTE: Building Code $ o ` GLASS CAPACITIES ON THIS SHEET ARE Kaa No. 15-0929.13 i drawing no. E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration oats 08122/2020 ON �®.' � TA7EaF .'. : 9 si MTG- L: H.D. MTG. RAIL: DECLARATOAND RDA BUILDING Y STATEMENT DCA05,DEC-219 BY �� +�� '�,�s�s °R�a � �� W10-18 Miami-D�d a roduct Control 7!�� 11�\ sheet 2.1 of • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) o STD. VrG. RAIL H.D. MTG. RAIL STD. UTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES Z BUCK A'&AL, 1111k,111, 1B, do Bl BUCK DIMS. Ade Ai, '11W111' 1B' do 'Bl C' k Im, WIDTH HDG. ' EXT.(+) INT.(-) EXT.(+) INT-(-) WIOTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) DCT.(+) INT.(-) Q 2 25-1/2' 5.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 Q; O O U O U 36" 25" 6 . 65.0 80.0 80.0 7-15/16 25" 65.0 65.0 80.0 80.0 65.0 65.0 52-1/8' 65.0 65.0 80.0 80.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 65.0 f] 73" 65.0 64, 80.0 80.0 54-3/4' 65.0 65:0 80.0 80.0 65.0 65.0 0 �j ig 25-1/2' 65.0 65.0 80.0 80.0 7-i5/16 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 v Q 36" 37-3/8" 65.0 65.0 80.0 82-1/2" 65.0 65.0 80.0 80.0 65.0 65.0 0 C 52-1/8' 65.0 65.0 80.0 80.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 0 a 73' 65.0 65.0 80.0 0 7-15/16 49-5/8" - - - - 65.0 65.0 25-1/2" 65.0 65.0 80.0 80.0 82-1/2' - - - - 65.0 65.0 19 F 36' 49-5j8' 65'0 65.0 80.0 80.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 p £+ 52-1/8' 65.0 65.0 80.0 80.0 7-15/16 62' - - - -- 65.0 65.0 a w Obi g 73" 65.0 65.0 80.0 80.0 82-1/2" -- - - - 65.0 65.0 25--1/2' 65.0 65.0 80.0 80.0 .., 36 62„ 65.0 65.0 80.0 80.0 • " 52-1/8" 65.0 65.0 80.0 80.0 • •• ••• 73" 60.2 60.2 80.0 80.0 (1j3W) (2/3W) i. i_ • •••� •sssi _% % G • •sssss • UO ��• • • LLJ• •sss• (I/2W) (1/2µt) • •• Cr •siss• G - • C ••• •••••• OPERATING VENTS T E 1/3 OF WINDOW WiOTH O h N 8 • • � •� •ssss• 'XO 0 X' �• o i OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH z z•1�'•� • • r 'XO OR OX' BUCK DIMS Ngo o� FRAME ID . a z FIN FRAME 2 s 4 PRODUCT REVISED o asco giyongewith the FloridaBuild ;•. Y bi NOTE: NOA-No. C dd 15-0929.13 .. - GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM El 300-09 3 SEC. GUSTS Expiration Date 0912212020 ' STATE OF ��/� drawing no: AND FLORIDA BUILDING COMMISSION AY 1 1 20 •'' +�taitloP:•' �`' W10-18 STD, MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 Miaml-D I®Product Control ��// A®�� ♦� ��1jrIi111tt�� sheet 3 of 11)1 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) (XOX SIZES) �I•i� m M. MTG. RAIL H.D. MTG. RAIL STD. MTG. RAM H.D. MTG. RAIL H.D. MTG. RAIL � GLASS TYPES GLASS TYPES Glass TYPES MASS TYPES GLASS TYPES Z .1 9 � BUCK DIMS. 'AWAI'. ')3'$'111' 'B' k 'B1' BUCK DIMS. 'A'&'AL'. '11&11' 'B' dt 'BI' '�.`` do 'C1' 0 q WIDTH HEIGHT +) INT.(-) EXT(+) IIT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73" 65A 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 -85.0 65.0 go O 1 v 105-1/4" 25" 65.0 .0 80.0 50.0105-1/4" 25" 65.0 65.0 80.0 80.0 65.0 65.0 110" 55.0 55. 80.0 80.0 110" 65.0 65.0 80.0 80.0 65.0 65.0 73- 65.0 65.0 .0 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 }; u 105-1/4' 37-3/8" 65.0 65.0 8 . 80.0 105-1/4' 37--3/8" 65.0 65.0 80.0 80.0 65.0 65.0 i i0' 65.0 65.0 80.0 80.0 110" 1 65.0 65.0 80.0 80.0 65.0 65.0 a C 73' 65.0 65.0 80.0 73- 65.0 65.0 80.0 80.0 65.0 65.0 0 O Q 105-1/4" 49-5/5. 65.0 65.0 80.0 80.0 105-1/4 48-5/8' - - - - 65.0 65.0 1 i 0' 65.0 65.0 80.0 80.0 110" - - - -- 65.0 65.0 a p g N 73- 65.0 65.0 80.d 80.0 73" 1 65.0 65.0 80.0 80.0 65.0 65.0 IL _Z tjl s'a• j 105-1/4' 62" 61.6 61.6 80.0 80.0 ids-1/4" 62" - - - - 65.0 6�a.0 J 110 60.0 60.0 80.0 80.0 110 - -- - - 65.0 65.0 a N U h V -. (1/3W) (1/3w) (1/3W) 4w) (1/2W) (1/4W) o 'i •i !� !� a OuJ .. m a � � ( d N OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 4 THE WINDOW WIDTH o N r j w Y O Ed -0 3t oXOX` � �XGX' aJ►.� • • BUCK DIMS00 6 • • • ••••• • • 00 doer • • • • ° •..••• • • s00000 • u • . • . m . m C � N -FIN FRAME N I3 A C tktttt l 111111111 PRODUCT REVISED as oomplyln with the Florida 70592 «- NOTE: Building Code GLASS CAPACITIES 'ON THIS SHEET ARE NOA-!No' 15-0828.13 E4 E4 Ex iration Date 09/22/2020 BASED ON ASTM E1300--09 (3 SEC. GUSTS) p �� OF drawing no. AND FLORIDA BUILDING COMMISSION By �,� � .... W10-18 STD. MTG, RAILc H& MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC--219 M ami-D a ro uct Contro 14AY t. 12016 ��`�� rptttl {{tIt%% sheet3.1of 11 1/8' ANN. GLASS 1/8" HEAT STREN'D GLASS .075" Interloyer 075' Interlayer Saflex CP With PET Core Saflex CP With PET Core M �I By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' C) OR OR 090" Interlayer .090" 1/8 er Interla °j y " HEAT STREN'D GLASS O q Soflex Clear And Color Glass Saflex Clear And Color Gloss ,. By R 'Eastman Chemical Co.' 0 'Eastman Chemical Co.' �" � + a .075' lnteriayer IL v O .090" Interloyer .090" Interlayer Saflex CP With PET Core O �- U SentryGlos SentryGlos By 'Eastman Chemical Co. By 'Kuraray America, Inc: By 'Kuraray America, Inc.' ��uuu OR OR OR A� .090' Interlayer .090' Interlayer Sentr Interlayer Q�i d Kuraray Butocite PVB Kuraroy Butocite PVB By uroray America, Inc.' V ,�,�rf"I By 'Kuraray America, Inc.' By 'Kuraray Americo, Inc.' a a� 1/8' ANN. GLASS 1/8' HEAT STREN'D GLASS 1/8" HEAT STREN'0 GLASS 0 4.O a: 0 as ti 1-a SILICONE SILICONE ~ SI 1200 SILICONE 4 a g N z m GE 1200 z m GE 1200 04 2 DOW CORNING 899 DOW CORNING 899 g DOW CORNING 899 IL x 0" M DOW CORNING 995 : DOW CORNING 995 r t7 r0 " M7 M7 Ml DOW CORNING 995 �zr eve C14 O O C Uto 1 ES E8 EB J C AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LITES { AT 1/4 POINTS ON LITES fA LO 1=1 M7 WIDER THAN 36" � M7 WIDER THAN 36' f�1 M7 WIDER THAN 36" � p M ;GLASS � A' GLASS TYPE 'B' LASS TYPE ' ' 0Uj . 5/1 NOMENAL LAM.CLASS, 5/16" NOMINAL LAM. GLASS 5/16' NOMINAL LAM. GLASS C ¢r. FN o ob 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS go to LO M t .075' Interlayer 075" Interloyer 0p ,N Saflex CP With PET Core Saflex CP With PET Care C z--► By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' �;I'•� OR OR • p W •••••• .090" Interlayer 090" Interlayer 1/8" HEAT STREN'D GLASS • — C7 •• • Saflex Clear And Color Glass Soflex Clear And Color Glass • () r' • •••••• By 'Eastman Chemical Co: By 'Eastman Chemical Co.' OR OR .075" Interlayer • • • • • 4" 1/4- AIR SPACE .090" Interlayer 1 AIR SPACE 090' Interlay er Saflex CP With PET Core • • • : •: / Sent i t las 1/4" AIR SPACE ►yGIos SenryG - By 'Eastman Chemical Co.' • . ' � ; • . ..:..• By `Kuraroy America, Inc: By 'Kuraray America. Inc.' OR rc 1/8" ANN. GLASS OR OR .090' Interlayer • • ••••• .090" Interloyer 1/8- HEAT STREN'D GLASS 090" Interlayer I/8" HEAT STREN'D GLASS SentryGlas • • • •••••• Kuraroy Butocite PVB Kuroray Butocite PVB By 'Kuraroy America, Inc.' • • a N v •• By 'Kurcray America, Inc.' By 'Kuraroy America, Inc.' qf � °j ••••:• 1/8" ANN. GLASS 1/8' HEAT STREN'D GLASS 1/8- HEAT STREN'D GLASS PRODUCT REVISED • $ •••• as complying with the Florida 0 � ' • SILICONE o C d 0 ' a � srucoNE � � SILICONE NOA No.Code 15-0828.13 z m GE 1200 0p 10 GE 1200 m GE 1200 3 in DOW CORNING 899 to DOW CORNING 899 5 rn DOW CORNING 899 e S M1 DOW CORNING 995 M1 DOW CORNING 995 DOW CORNING 995 Expiration Date 0812Z/282t} V i a c7 Mi I By i XL EDGE SPACER XL EDGE SPACER XL EDGE SPACER Miaml- de ProTu-ct Control $ 99 ST. STEEL BY 'CARDINAL' i i. ST. STEEL BY 'CARDINAL' i ST. STEEL BY 'CARDINAL' c n w " TOR OR OR `<<111tf1Jlt DDURRASEAL BY QLKNIX 4 DURRASEAL BY QUANEX O ORRASEAL BY 'QUANEX �� ..,... Eg SUPER SPACER BY 'QUANEX' Eg SUPER SPACER BY 'QUANEX' Eg SUPER SPACER BY 'QUANEX' �� ;•'U EN3F'••, i r M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES GLASS TYPE- 'Al' GLASS TYPE. 'Bi' GLASS TYPE '101' _ tj 0.70' OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS 0.70' OVERALL INSUL. LAM. GLASS •� gT OF •_:��.; drawing no. (s.M.i.) 14AY 1 120 •• R71?P.•• ®,,, W10-18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATINGS�� •�•�' EXTERIOR PLY OF GLASS TYPE 'Al', 'B1' & 'Cl' MUST B£ TEMPERED. �j>>® i j%%% sheet 4 of 11 a TYPICAL ANCHORS MEAL FLANGE & FLANGE ADAPTOR FRAME t� SEE EPAC STRUCTURE M 113Y FOR SPACING o WOOD BUCK I TYPICAL ANCHORS I \ SEE ELEV. EDGE. DIST.• � FOR SPACING � � 8 F---------_------------1 Z �RD � 4 d' r..__________________i 03 a 4'a d d 4• Q d'•' o ��e 1 1 M1AM1-DARE COUNTY APPROVED 1 1 ta z N EDGE DIST. v=i o j I MULLION & MULLION ANCHORS I j Q \ 3 o I D = 1� SEE SEPARATE NOA I1 a O r 1ST. 6t N 11 I1 o \ .1 EDGE DIST. I v -- tl t o } 2 1 O L' - --- - ----`. ---- 0 a n i v °o m m , 1 aoo • TYPICAL ANCHORS TYPICAL SEE ELEV. SEE ELEV•NCHORS N O N 1 I FOR SPACING -FOR SPACINGUSE Z I iL�1 23/8' MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. !i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �� `�` AND TRANSFER THEM TO THE BUILDING STRUCTURE. cv U'f Of t I r\iTYPzcA1. ANCHORS SEE ELEV. FOR SPACING C 'O 2-3/8" MIN- - in FICA. ULTRACON 131f 'ELC.tf' (Fu=177 KSI, Fy=155 KSI) o 1 N �•� TWO— WO -2BY OD.WCW-0-OD-0-ODSTRUCIURF ? o w - c� `� 1 1 j2 IN. PENETRATION INTO WOOD � IX CL a 1I THRU 1 t Y , INTO------CONC OR MASpNl xi a s c� , 1 ,, 1;J4 �++IIN.,EMSEQ„INTO GONG OR.. O = 7 WHEN USED THE MIN. WOOD BUCK (a W4 1 :- = DEPTH SE{ALL BE 2%'. THE USE OF Of R CTLY INTO CONC OR MASQNRY N 0 � +7 W O 1 U DEEPER OR BEVELED waaaaucKs Is = - 3 �+ E m i m PERMITrEO. >„ 114"_ice ..EMBED_�NTQ, GQNC.. UR;--+14St) 't G � Li 0, ►'�`+ i W 14 SMS OR SELF DRILLING SCREWS (Fu=74 KSI, Fy=58 KSI) O' o W I 3 ....:. 4 I r INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") o•¢.;•�. •� . . INTO METAL STRUCTURES 0000 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 0 %:0069: ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) . ' 0000. I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) g ., • f 1 1 F 0000 - $if'� • • � 0000.6 i PRODUCT REVISED ��.. D1 .a� 5 F :I as compl to with the Florida -- x - _ •' 00 i. 1 E7 Buildin o e sl ONRY_= 2,1/2_ [ultld, r Ld aG IAI�I"�t G01�ICRETI= ANQ MAS i NOA-No. 15-0929.13 iNT{T V1104C2 STRUGTUR ' 1" � � - ° :0000: I+ Expiration Dat® 09122/2020 fNft3_MIJII, STRUCTURE!= 3j4° Mltrt! o • M9 W2-/ By WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. 1 I i9 Mtam-D doduct Control CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN, W1 i C-90 HOLLOW/FRLEO NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN c S I' wa '� `'PEEPHOLES' i ! W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH `��l[(tiiii1�7!', r r END WITH PLASTIC COVER A��,�A i 0 W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END :`�` '�'•• G�etdSF •:;�,�'� • :.• ° da _ a < W3 - 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END ci ° to EDGE EST. a v Q 4 , e _ 4d ` v d \ v► y v TYPICAL ANCHORS I :® '•. TE OF ; `+� drawing no. ' 18Y SEE ELEV. '. ? e TYPICAL ANCHORS SEE ELEV. OR1Dp: '• ® �� WOOD BUCK FOR SPACING FOR SPACING I I iQi / 4��•'•,•••"' q �� W10_18 �/t � d4{�I%%%� sheet 5 of 11 FLANGE & FLANGE ADAPTOR FRAME U M _ 1/4. Mme' BUCK WIDTH 1/4" MAX. oI _ SHIMS SHIMS � VENT WIDTH VENT DTH FLANGE ADAPTOR FRAME 0 b TYPICAL ANCHORS SEE ELEV FOR SPACING 1/2- TYP. O IL 6 CL a a 40 1 '' _ O V4: c�Ig —scREENs OPTIONAL zR WOOD B K 0 e�R w _.. WOOD STRUCTUR 4 \-1ay 1 0 WOOD BUCKS J a m X'OX LAYOUT EXTERIOR A' D.L. OPG. TYPICAL ANCHORS OL SEE ELEV. 2 FOR SPACING =; MIAMI—RADE COUNTY N APPROVED MULLION m do MULLION ANCHORS C 1 SEE SEPARATE NOA A L BUCK W{0TH BUCK WIDTH vj in cq O ALTERNATE £3 b M r. 25 0 SWEEP LOCK OPTIONAL TO SPRING LOCK _ I 11 Q Z� -Itr I I - - -- S6 V! N•- - II 1 [1 Sit- 0 +� II 1 1 Z - _ - -= j1 I I • ca O• •••••• gig -- L -"J E2 •• •� V hili • ••••i• •• • • TYPICAL ANCHORS E4 •• • • :41• • • • SEE ELEV. FOR SPACING /� •• • • v • w•i••• I/4- MAX l� ) ` • 4 BUCK WIDTH 1/4" MAX. �./ N •• • � •••••• SHIM •• • � � •• i VENT WIDTH SHIMS i • o A69 •••••• w • • • •i•••• E i F TYPICAL ANCHORS i 0 2 a►d o o SEE ELEV. TYPICAL ANCHORS z z FOR SPACING i SEE ELEV. FOR SPACING ja INTALLARON DETAILS SHOWN ON PAGES 5 - a ° 'i ' /4" AND & APPLY TO BOTH FLANGE FRAME AND 0 v o o FLANGE ADAPTOR FRAMES. N g g o METAL STRUCTURE W lllll11iI1!))l 11 it $ - - - or SCREENS OPTIONAL - - - _ v `� ENSF'••, ��% o N i -- PRODUCT REVISED N ,7 2 , as com lying with the Florida " E8 _ L9 iBY Building Code - IIJL�JLo E5 EXTERIOR '.` ' WOOD BUCKS NOA-No. 15-0929.13 `� : : ate.: II ° i r ;e Expilain ration Dae 0912212020 : ST OF •��: drawing no. _ XO LA OU D.L. OPG. v �. Miami-ybdb Product Controlfill 11 sheet of TYPICALEEEEANCHORS �R c,„R£ EQUAL LEG FRAME y.V 1 BY FOR SPACING q WOOD BUCK ip I TYPICAL ANCHORS ' t SEE ELEV. m ` 4° a " °, a a ° FOR SPACING I f -f q ° dr EDGE' DIST.' o I MIAMI-DADS COUNTY APPROVE I Z q d 3 '' .d. ° r. ° e g I I MULLION & MULLION ANC14 I I Q " e v _ EOG (71ST. OG£ N j SEE SEPARATE NOA j /! g \ I DGE DIST. II 0. CL 0 Q� 2 1 w C m TYPICAL ANCHORS TYPICAL ANCHORS Q a Q SEE ELEV. FOR SPACING SEE ELEV. O 4 d II FOR SPAGNG N U) G EQUAL FRAME CAN BE INSTALLED DIRECTLY J Z'�2 INTO OD, CONCRETE OR METAL STRUCTURES Q z i WOE TYPICAL ANCHORS OUT THE NEED OF A WOOD BUCK. SEE ELEV. FOR SPACING CF 2 3/8" MIN. a 1/4" MAX. BUCK WIDTH _�' V Ln HIMS 1 \ J M El to 1 D\ Z O M 00 �'Q• "� 2-3/8" MIN. 0 w 1 Ile y Imo.. C U7 �. cq c" �` � N to� u� 0 Id v �' 3 cV M W ai Cl M m WHEN USED THE MIN. WOOD BUCK C Z-� m o ! _.._. _......_... .. DEPTH SHALL BE 276. THE USE OF •• da MIAMI-DADE COUNTY a. - • �i �++ v • 1 DEEPER OR BEVELED WOODBUCKS IS APPROVED MULLION • �i Q •••••• W PERMITTED. & MULLION ANCHORS • + (� O� •• i E6 SEE SEPARATE NCA • `+ U �` : ••••:• o a• '• BUCK MOTH BUCK WIDTH � �••••� • • 00•••• I TYPICAL ANCHORS • S ELEV. FOR SPACING • • �y w 00 00 00 •• • • N H 0000•••• o • ! I Ri •• ~k- I II _ _ • o � � � 0000••••. 1 1 57 ,� II • F 15 • • Il }- • • -�$ -4i 0000•••• { a u v • • �l a a W2 _.._.:_.._.._.._ M3 I 1 WI I ona000; Q I --= :; o O 2 w3 X B E \ uzi 2 • ��''..�;'•' ENS ♦♦i � �e PRODUCT REVISED ae a v as complyying with the Florida 0692 t v I v d A. Building Code NOA-No. 'I5-Q929.'{ � ° EDGE D1S3 v v v s'. ;q Y °' 4 a ° Expiration Date 0912212029 v u ° z• '$ TYPICAL ANCHORS OF drawing no. v. TYPICAL AACHORS SEE ELEV.lay-/ SEE d FOR SPACING Miami-- a Product ControlRNY ♦ i� �� 1 WOOD BUCK FOR SPACING a ♦��eS�� 1�ltililtlt Sheet 7 �11 • ILLUSTRATIVE DTLS. ONLY SE TYPICAL EV C"oma FIN FRAME yl.� rElo R INT. FINISHES FOR SPACING o 0 CE1 HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING O O v NOT BY CGI N j SMS (FU = 74 KSI MIN.) AZ 2 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �$ f3 l 1--1/2•' MIN. PENETRATION INTO WOOD BACKBEDd 1 & 0 ,t ,. z U) r as c� In I W3 I WOOD STRUCTURE 1/4" BUCK WIDTH 1/4" MAX H QWin a NOT BY CGI GAP GAP cA a ¢� a 1/2" MIN. 1/2 MIN. Ua O i i Q N M ri I� + c Av z 6 A E2 , 0 ' ...... w _ �� c� o J '. i U --�'4'f ..••.• 1 • + BACKBEO •••••• CAULKING • • • • • N _ r ••••• n of .•..:. F W • • 1 ► _.._ -SCREENS OPT. - 11[A • • � � •.•..• li 1 0a. ziz W2 I M9 E6 HOUSE WRAP NOT BY CG! y in Wt Ell EXTERIOR `o w 2 W3 r� oW4e B 2 E2 BACKBED `1111{{TI111/�� e CAULKING �```�� 446 46 ��/i e '�'•V� NVQ(` HOUSE WRAP PRODUCT REVISED 2 = comp as ! In with the Florida NOT BY CGI r i 1/2 z Building Code Non-No. 95-0828.13 = Expiration Date 09/22/2020S OF '• ®•' A{� drawing no. TYPICAL HORS B 14AY 1 1 ZO ,° � :��o ��A..••��,� W10-18 FOR SPACING Mtam a Product Control ��I�1® � 1 ��` sheet 8 .of 11 ' ITEM PART # QUANTITY DESCRIPTION MATERIAL )SMANF./SUPPLIER/REMARKS o E1 CGI-100 - FRAME JAMB O FIXED GLASS 6463-T6 CGI EXTRUDER I E2 CGI-113 - FRAME SILL 6063 T6 CGI EXTRUDER E3 CGI-102 - FRAME HEAD 6063--T6 CGI EXTRUDER Z q E4 CGI-•103 - MEETING RAIL 6063-T6 CGI EXTRUDER CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER a rE9E7 CGI-105 - HANDLE RAIL 6063-T6 6 CGI EXTRUDER a' 0 CGl-106 - SASH RAIL 6063-T6 CGI EXTRUDER �4 0 CGI-107 - 5/16° GLAZING BEAD 6063-T5 CGI EXTRUDER CGI-108 - 0.700" GLAZING BEAD 6063-T5 CGI EXTRUDERH py E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER v 1` Eli CGI-110 - NAIL FIN ADAPTOR 6063-16 CGI EXTRUDER 0 E12 CGI-135 - TF FRAME JAMB FIXED GLASS 6963-T6 CGI EXTRUDER O p E13 CGI-136 -- TF FRAME HEAD 6063-T6 CGI EXTRUDER a C14 CGI--139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER a E15 CGI-140 - 1' MUNTIN 6063-T5 CGI EXTRUDER {L Z g E16 CGI-141 - 2.5" MULLION 6063-T6 CG1 EXTRUDER •d Z g E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER Q w os g E18 Z61-11 14 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 CGI-115 - SILL FILLER 6063-T6 CGI EXTRUDER M as E20 CCI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER �` U a E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER M E22 CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER O o O w M1 CGI-382V - GLAZING BULB VINYL (OUROMETER 75-80 SHORE A) PVC -- a m 9 M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - 6 M3 CGI-112 3° 0 ANCHORS EQUAL LEG COVER/SHIM PVC - C► �_N o M4 - 0.700° X 0.040" BEAD GE1200 SILICONE SILICONE GE to M5 - 0.700' X 0.040 BEAD DOW 995 SILICONE DOW p M 1 m M6 - 0.700' X 0.040° BEAD DOW 899 SILICONE DOW C M7 - 2/ LTTE SETTING BLOCK EPOM OUROMETER 80i-5 SHORE A O M8 - - PROTECTO WRAP WATERPROOFING OR EQUN. - - '• A aM.—. • M9 684 - ROLLER TRACK PVC •• U O�. .•••:• EC MID CG1--128 2PER SASH OL SING NYLON - •• • M11 W23201 NG - PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUIV. • • • • • • •• 0000• M12 CGI--129 1 PER SASH EGRESS LOCK ALUM. SULLNAN •• • •• 0000• M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M •• • 0000•• 2U) • M14 391-N 1 PER SASH ANTIUFT BLOCK NYLON M&M � a y vi � M15 - E2 LA OPTIONAL RETICULATED FOAM 30 PPI - - • o M16 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. • • c Www M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. PRODUCT REVISED •• u as complyLng with the Florida w M18 CGI-132 2PER WD. 2' SASH STOP PVC PROTOTYPE Building Code v d o 0 0 0• M19 CGI-111 0 FR. HEAD SCREW COVER PVC PROTOTYPE NOA-No. 15-0929.13 � Z z x z M20 CGI--125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M Expiration Date 0912212020 U22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUN J-150- S4 aiBYO C109 S2 - 2 OR 3 PER CORNER 10 X 1 1/4' LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREWMia - Product Control S3 -- 1 1/4' EMBED. # 8 X 1 1/2' LG. PHL. PH. SMS. FIN ANCHOR SCREW - 4 PER W0. # 8 X 1/2' PH. SMS. ST/ST BALANCE BRACKET SCREW - - �t.tttL1IIiiA,�A/ ° S5 2 PER WD. 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - -- \\\ �� '/�� c .- S6 - - 6 X 1/2' I.G. FH. SMS. 0 CGI-133 & CAM LOCK �•� GENS••••, • � � N SB — 4 OM. RAIL 10 X 4" LG, PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL — — = 7 2 �_ ° S9 - 2 PER ANTILIFT 10 X 5/8° LG. PHL PH. SMS. ST/ST. ANTILIFT SCREW !o Hi M � •'. 8 TE OF �• � drawing no. OR - '''r��t®fmllW'�`\` sheet 9 of 11 2.440 2.440 2.113 .065 .490-�-�( .120 U - t! I o I-TL1.015 �- �- � � 70�5 .050 TYP. •705 .050 7YP. Z $ 2.101 1.301 � 1.550 2.846 085 1.601 1.301 � 1.680 °� 065 864 .864 a 1.220 � L �P' 2.348 TYP. 1.007 0. 7050 E8 5/160 GLAZING BEAD E9 .700" GLAZING BEAD 1.395 1.155 1.t55 L065' YP. Et t 1.449 �Q. ' 1.015 1.015 S.3S8 .745 NA1L FIN ADAPTER F1.355 Q ?,0 P E13 FLANGE FRAME HEAD a FLUSH FRAME HEAD E4 MEETING RAIL 18a .293 Q 1.496 050 oss 060 ` O o 8 1.015 1.015 1.788 1�--1.4t3 0 y �ZC N 085 Ile 1.140 1.140 TYP. 2.264 1.255 M3 FLUSH FRAME COVER M2 SCREW COVER J d F1 - ff 1.015 1.220 080 065 3.930 .055 fYR 4.430 TYP. 2.885 3.185 TYP. 1.043 w 3.685 2.885 v r. M E5 LOCK RAIL ES9• SILL FILLER 1.788 o 0 1.450 Cl Ld 180 a C N � 2.440 2.440 •550 Co 2.310 s� ; Nr 410 N M Ezz FLANGE FRAME SILL Ez FLUSH FRAME SILL 0l.o1s .a65 nrp. 5.220 d •� } -2.737 2.737 >23 FLANGE ADAPTOR y Q •••• • 065 065 1.043 ••• (D �.Q• 0000•• �uii V �• TYP. TYP. 000 • • E21 ALT. LOCK RAIL 00 0 • 2.505 2.613 2.505 2.613 1.892 ••• • • • ••i••� •• • � h� _ 0000•• Cs • .065 • a �^ • TYP • o 0000•• N 1.000 • R W •0000• .991 .500 .991 2.195 00' u o • • 3.237 2.737 1.015 a o 0 0 z 2 a a E14 FLANGE FRAME JAMB (MOVING) Eta FLUSH FRAME JAMB (MOVING) 811 .811 1 --• 1.043 L c o � o E8 HANDLE RAIL •y `8 o o 0 V O W 1i C7 L1.02105 \11111irrr 2.505 --,=4 .065 TYP. 2.505 .065 TYP. ,�� EN 1.011 5 1,011 51.3x5 PRODUCT REVISED a as complying with the Florida •7 .745, gCod Buildrn e $ � ti •065 NCA-No. 1"928.13 1 1.000 .500 �°. 1.745 1.245 1 015 Expiration Date 09122/2020 • TATE OF % �� drawing no. By 14AY 1 120 41 o ►1aP..• ��,� W10-18 E1z FLANGE FRAME JAMB (FIXED) E� FLUSH FRAME JAMB (FIXED) O SASH RAIL mia - de Product Control f�li�!®IVAL �� sheet 10 of 11 p I1I+f 1 a L4011 q S2 0 0 U N FRAMEOP CORNER M rn E VENT TOPfBOTTOM QORNER52 cmclw r � x cti C-4 C, / N� p -0Z n � a @ / • �•390 0000•• • • • • •• Goat •000 of 0000•• • • a a • /- �-- 0 • . t •••tt . . •• • • ,� d � � 0000•• • • o • '6� 0.00•• w� eo = z z yj .A V1 m p �� ciddo Aa O o CU O W LL (! Alf, FRAME BOTTOM CORNER �� ,. . ...•, ��i a PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15--0929.13 -- — ar I " Expiration Date 0912212020 ,�® ',• OF RI .�� drawing no. FIXED CORNER Miami-D Product Control 14AY 1 1 201 � W10-18 TG sheet 11of 11 49" 48" 49" U 0 FLANGE WIDTH BUCK WIDTH FLANGE WIDTH p D.L. OPG. m g D.L. OPG, D.L. OPG, TYPIC EI ELEVATIONS 8" MAX. 18" MAX. N z 3 HEAD/SILL A SHORTER `' V Al CU" CORNERS SIDES m S/OO CVRI, ME ANCHOR SPACING SHOWN HEREIN APPLICABLE o Q Scl cep TO FLANGE AND FLUSH FRAMES. — o 0SEE SHEET 1.1 FOR FIN FRAMES. 0: .. � 0 ,I h __ mw d I, i` II 411- z _ II_ II_ C M 91- II it ii ii C1 fi II ii ii 0 � �a n n BUCK HEIGHT �2 i �s It a I cn 1 I _- _ D.L. OPG. = Oa W IG] 0 i / rn w z Jo zo_j It m 0)z .Q. zw Ir------�� ---- 0!/1 ) m n n z o n u 96 II II II II � ii ii SGnr ��. 04mIm II II " zo _ IT -----71 Zo ofm -n -- II II g� i+ ii o� ii ii ii II ii $ n -- II II II II i+ ii = _-II�II B 83 =1Ii1iI i-_ � o — OO m FALSE MUNTINS �O w� to (SURFACE APPLIED)_/ in 48" 48" 48" U BUCK WIDTH BUCK WIDTH BUCK WIDTH TYPICAL ELEVATION O D.L. OPG. D.L. OPG. D.L. OPG. U) 6" MAX. 16" MAX. W 0° 3 HEAD/SILL 2 STRAIGHT � �� CORNERS SIDES I U Sino Clj rn O a 0 C U z 9 to 0 0 t l s l 11 ca il------11 - ------ll- 1Z -I ------II II !1 II II !6 O -12 Q II II II II O II II II 11 II 11 11 II � �� O --- I{ II a! II II II II II II a �LL � n II n n u II BUCK WIDTH I n n II n II a Jz ii iiit 41 ii / II Q W %/ II x � � D.L. OPG. p II II © II II a 11 O1 c0 = O ._-- �� — J1----- %D x 0 ==--JL— I�----- t0 O ----JL__ —1L p .. Y -j I I I I x J I I I I X J II I I a o I I II j Q I I II j C 11 CG �s M 11 I I Co 11 11 m n II ii ii n 11 ado ' as u � II II ° v1 II II ° rn I II II II II $ II 11 `Q �r II II � � II II F- II II II II II II II 11 II ir )<dAD OPACITY ) DESIGN LOAD CAPACITY - PSF AR FLANGE DIMS. BUCK DIMS. WA &'Cl' GLASS TYPES 'D'&'Dl' FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'Ci' GLASS TYPES A&'Di' I I o WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) b EXT.(+) 1 N7.(-) WI ` (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) EXT.(+) NT.(-) 24' 23" 80.0 80.0 80.0 80.0 2 23- 80.0 80.0 80.0 80.0 w W L J 30' 29` 80.0 80.0 50.0 80.0 ` 114" 29' 113' 80'0 80.0 80.0 i 80.0 36' 35" 80.0 80.0 80.0 80.0 36" 35" 73.0 73.0 80.0: 80.0 , O ti 42- 36. 41" 35, 80.0 80.0 80.0 80.0 41" 40" 61.4 61.4 80. 80.0 a' O 48" 47- 80.0 80.0 80.0 80.0 24' 23- 80.0 80.0 800 80.0 v 54' 53" 80.0 80.0 80.0 80.0 30ZO" 29" `119• 80.0 80.0 .0 80.0 60" 59' 80.0 80.0 80.0 80.0 '36. 35' 72.4 72.4 80.0 80.0 d `� 81" 80' 80.0 80.0 80.0 80.0 39- 38" 68.9 65.980.0 80.0 Q 24' 23" 80.0 80.0 80.0 80.024" 12 23" 800 800 800 80G C 30" 29" 80.0 80.0 80.0 80.0 3o" " WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED d0 1" . . . . 29 120" 80.0 80.0 80. 0 80,0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. . 0 36' 35" 80.0 80.0 80.0 80.0 36" 35" 72.3 72. 80.0 80.0 Q .. til s 42" �" 416 47, 70.2 70.2 80.0 80.0 39" 38" 1 65.8 80.0 1 80.0 1 z 48" 47' 61.3 61.3 80.0 80.0 Q W 54' 53" 61.3 61.3 80.0 80.0 Xt" BUCK DIMS ' Np, eeeiii rt LJ 60" 59' 61.3 61.3 80.0 80.0 , 61" 60' 81.3 61.3 80.0 80.0 D . IGN LOAD CAPACITY - P g 24' 23" 80.0 80.0 80.0 80.0 FLANGE DIMS, B ,CK DIMS. GLASS ` ES 'C'&'C1' GIASS TYPES 'D'Ik'DI' FLANGE FRAME a 30' 29" 80.0 80.0 80.0 80.0 WIDTH (W) LENGTH (L) WIDTH LENGTH (L) EXT.( 1NT.(-) EXT.(+) INT.(-) _1 36' 35" 80.0 80.0 80.0 80.0 19-1/8" 18-1/8" 8 80.0 80.0 80.0 FLANGE DIMS -I 42' 64, 41" 59, 70.2 70.2 80.0 1 80.0 26-1/2" 25-1/2' .0 80.0 80.0 80.0 tn 48" 47" 61.3 61.3 80.0 80.0 37" 36" 0.0 80.0 80.Q 80.0 BUCK DIMS m 54' W. 54.3 54.3 72.5 72.5 48" 26" 47- 8 80.0 80.0 80.0 80.0 8 O tj 60" 59' 48.8 48.8 >< LLJ 65.1 65.1 53-1/8" 52-1/8' 80.0 80.0 80.0 80.0 p 61" 60` 48.8 48.8 85.1 85.1 61" 1 60- 80.0 80.0 80.0 80.0 � N 24' 23' 80,0 80.0 Bolo 80.0 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 CV o 30" 29" 80.0 80.0 80.0 80.0 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0 EGUAL LEG FRAME �0 3 N r-- 36- 35' 80.0 80.0 80.0 80.0 37tl -3/8, 36" 37 /8, 80.0 80.0 80.0 80.0 d 0 42' 72, 41" 71, 70.2 70.2 80.0 80.0 48 47 77.1 77.1 80.0 80.0 BUCK DIMS z Z 48" 47" 61.3 61.3 80.0 80.0 53-1/8- 52-1/8' 7.1 77.1 80.0 Bao 54" 53' 54.3 54.3 72.5 72.5 61' 60" .1 77.1 80.0 80.0 ••••• • •0¢ " •••• 60" 59" 48.8 48.8 65.1 65.1 19-1/8- /2 /2 " 80' 80.0 80.0 80.0 • ;�,o g • 61" 60` 48.0 48.0 64.0 64.0 26-1/2" 80.01 80.0 80.0 80.0 •••••• FIN FRAME D. ••; 24' 23" 8010 80.0 80.0 80.0 37" 50_5j8" 80.0 80.0 80.0 80.0 �30" 29' 80.0 80.0 80.0 80.0 48" 61.3 61.3 60.0 60.0 BUCK DIMS •••• •"36' 35' 78.2 78.2 80.0 80.0 53-1/8" 58.0 58.0 77.4 77.4 •• •• • • •42' 84" 41" 83, 70.0 70.0 80.0 80.0 61" 58.0 .0 77.4 77.4 •••••• v 3i •• 47- 61.3 61.3 80.0 80.0 75-1/4" 58.0 .0 77.4 774 '54" 53" 54.3 54.3 72.5 72.5 93-3/4- 58.0 76.5 76.5 FLANGE ADAPTOR FRAME ••v ;g '� R W • • " •• • ^t c • ••• 56" 55" 52 4 52 4 69.8 69.8 19-1/8' 18-1/8 80.0 80. 80.0 80.0 W • • U � a 24J 23" Bd.Q �b 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 , 80.0 80.0 FLANGE DIMS c o a o # a a 30' 29- 80.0 80.0 80.0 80.0 37" 63 36" 62" 8010 80.0 80.0 80.0 36' g " 96' 75.6 75.6 80.0 80.0 48' 47" 61.3 61.3 80.0 80.0 42' 41- 65.2 65.2 8D.0 80.0 53-1/8" 52-1/8' 55.3 55.3 3.7 73.7 NOTE: c m m o o 48" 47' 60.6 60.6 60.0 80.0 61" 60' 46.0 48.0 .0 64.0 GLASS CAPACITIES ON THIS SHEET ARE o o s g 49' 48' 59.6 59.6 80.0 80.0 75-1/4' 74-1/4' 46.5 46.5 6 61.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) L 24' 23' 80.0 80.0 80.0 80.0 19-1/8- 18-1/8- 80.0 80.0 SO. 80.0 AND FLORIDA BUILDING COMMISSION 30' 29- 80.0 80.0 80.0 80.0 26-1/2' 25-1/24 80,0 80.0 BO 80,0 DECLARATORY STATEMENT DCA05-DEC-219 2 36' 102" 35" 101- 74.6 74.6 80.0 80.0 37- 76" 36" 75` 78.9 78.9 80.0 80.0 En41r MAD AHMAD PRODI.ICTREVISED 42` 41" 65.7 65.7 80.0 80.0 48 47" 81.3 81.3 80.0 V3.07 . FLA pEMggL 70592 A9 comptyittg with lite Fbrlda 46" 45" 59.3 59.3 80.0 80.0 53- /8" 52-1/8' 55.3 55.3 73.7 C.A. X536 Building Code Acceptance No "V•fa1 .Q d o 24' 23" 80.0 80.0 80.0 80.0 1' fi0" 48.0 1 48.0 1 64.0 4.0 Ex tatian Date (} v 30" 29" 80.0 80.0 80.0 80.0 Lay 36' 108- 35" 107- 73.8 73.8 80.0 80.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 Q1� Miam' de Product Control drawing no. 42' 41" 62.4 62.4 80.0 80.0 44' 43' 59.1 59.1 sold solo W10-C}2 sheet 2 of 6 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS U ` .075" Interloyer075" Interlayer o Saflex CP With PET Core Saflex CP With PET Core I By 'Eastman Chemical Co.' By' Eastman Chemical Co.' o 3 .090' Interlayer .090' Interlayer n Saflex Clear And Color Glass Saflex Clear And Color Glass d H OR Eastman Chemical Co.' 0 'Eastman Chemical Co.' N n 090" Interlayer .090" Interlayer a 0 DuPont SentryGlas DuPont SentryGlas Q: By 0 'E.I. DuPont De Nemours & Co., Inc.' By 'E.I. DuPont De Nemours & Co., Inc.' OR aLL 090" Interlayer .090" Interlayer DuPont Butacite PVB DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' By 'E.I. DuPont De Nemours & Co., Inc.' 0 O 3/16" HEAT STREN'D GLASS 3/16" HEAT STREWD GLASS M L1.Q ig z m v1 _ z j !! SILICONE !! SILICONE J 1 !i i� GE 1200 1 i i j� GE 1200 4 w g DOW CORNING 899 , E3 I I I DOW CORNING 899 DOW CORNING 995 DOW CORNING 995 II II �I �I N Cq 014 a "a W M5 AT 1/4 POINTS ON LITES a M5 AT 1/4 POINTS ON LITES WIDER THAN 36" WIDER THAN 36" 9 � in GLASS TYPE 'D' 8 OLU .. 7/16' OVERALL LAM, OLASS 7/16' OVERALL LAM. GLASS 0 a (L.M.I. & S.M.I.) PC 3/16' ANN. GLASS 3/16" HEAT STREWD GLASS to 5 n 075' Interloyer ;;075" Interlayer 0 C', Al Saflex CP With PET Core Saflex CP With PET Core �z 0 3 BR Eastman Chemical Co.' By 'Eastman Chemical Co.' z 2OOR ' 090" Interlayer 090" Interlayer ; •• •••p •••• Saflex Clear And Color Glass Saflex Clear And Color Glass •• • q • By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' •+•+•• ;�.�g +;+ 3/8" AIR SPACE OR 3/8" AIR SPACE OR kN .090" Interloyer 090" Interlayer •••• • ••: DuPont SentryGlos DuPont SentryGlas SILICONE •••• • • • • 3/16" HEAT STREN'D GLASS By T.I. DuPont De Nemours & Co., Inc.' By 'E.I. DuPont De Nemours & Co., Inc.' "� 0 GE 1200 •••• + • •• OR OR m �_q DOW CORNING04%%*• • • • • 090" Interlayer 3/16' HEAT STREN'D GLASS 090" Interlayer j 'i DOW CORNING•�9'5�•• • W • •• DuPont Butocite PVB DuPont Butocite PVB I !I !I = + 'E.I. DuPont De Nemours & Co., Inc.' r7 jl it •••••• p n • a as • ••• BY By E.1. DuPont De Nemours & Co., Inc. a • 3/16' HEAT STREWD GLASS 3/16" HEAT STREN'D GLASS !! I! !! : ••• Q ; ..; M4 •• • } • • SILICONE SILICONE I I I u Zoo GE 1200 m GE 1200 ! I DOW CORNING 899 z i 'I SILICONE i •I li g DOW CORNING 899 DOW CORNING 995 i I I DOW CORNING 995GE 1200 M MS li li ii M1 !j !j !i DOW CORNING 899 m r XL EDGE SPACER 'O !j DOW CORNING 995 ° ° o i i i I j I i i 'j XL EDGE SPACER � ST. STEEL BY CARDINAL' ! ! ! ST. STEEL BY 'CARDINAL' E4 ii I ! OR E4 i! i! !! OR OPTIONAL GLAZING DETAIL DURASEAL BY 'QUANEX' I DURRASEAL BY 'QUANEX' OR _ LASS TYPES 1C1' & 'D1' 0 SUPER SPACER BY 'QUANEX' O SUPER SPACER BY 'QUANEX' Er,gr: JAYAQ AHMAO o $_4 CIVIL PRODUCt'RBVISBD W 04 FLA. PE' f 70592 as complying with the Florida o r M5 AT 1/4 PO NTS ALL SIZES M5 AT 1/4 PO NTS ALL SIZES a Building Code W *Cl' Acceptance No 15_ •d GLASS TYPE GLASS TYPE 'D1' irationDate 2D 8 1" OVERALL INSUL. LAM. GLASS (L.M.I. ONLY) 1" OVERALL INSUL. LAM. GLASS SAYay drawing no. miain' ado Pro act Con IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING 1 0-02 EXTERIOR PLY OF GLASS TYPE 'Cl' & 'D1' MUST BE TEMPERED. sheet 3 of 6 I - CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. a TYPICAL I1S�AtN C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. 'iN�'Q GONGRETE ANp MASONRY � 2.. '#j2"'_MIDI; (R o ` THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW IRTO WOOD STRUCTURE ; 1��a�� `� o JNO ISI=1AL,, TRUCTtJRE 3,j4� M1�Nx (m� tY p} J INSTALLATION DETAILS THRU IX INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL gj WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS a o F FLANGE] TYPICAL ANCHORS +' GE>{ 1/4" MAX. BMW W� U SEE ELEV. SHIMSh2BY WOOD BUCK FOR SPACING r{ u. OR METAL t WOOD STRUCTURETYPICAL ANCHORS a STRUCTURE q M2 SEE ELEV. > V IL Q 0 FOR SPACING M2 TYPICAL ANCHORS 0 a?j h— I !I 9 2 SEE ELEV. c © S2 N! { /� J I '� v=i o FOR SPACINGEi a w� 3►g — Q W eel I F a q..D 52 MIN., a- > o TYPICAL AI'CHORS ! ! M2 i — w q• " I SEE ELEV. ` E3 j i j i N _j1 BY FOR SPACING WOOD BUCK ti• '. E1 E3 FS V) Bt 8 O W 1/4" MAX. I-- k EQUAL LEG EQUAL LEG EQUAL LEG E2 EQUAL N OR WOOD BUCK v M2 METAL ro N s+} B ! WOOD STRUCTURE �; STRUCTURE 0 -M I '{ E3 Wi! TYPICAL ANCHORSFOR SSEE PACING d N v •••••• ^• O_g ••• \ N -- •••i•• 0 � O • — • • Wq E2 •° _- M3 S2 TYPICAL ANCHORS a •••••• •• a.D j j j j SEE ELEV. j� • i , �' • 000 v ' FOR SPACING v D p°- I! I! M2 E3 , B • let o Y! • • o , TYPICAL AKfCHORS I I .h h•• N ••0 I SEE ELEY." E3 !j !I TYPICAL ANCHORS U a 1 BY FOR SPACING I l l] SEE ELEV. WOOD BUCK FOR SPACING y u o o N ai o o WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. ° ° N N ' PICAL "AlVCHORSs SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM L °c Ile-, W SEL E {GRADE 2 CRs} AND TRANSFER THEM TO THE BUILDING STRUCTURE. 114" DIA. TAPCON BY (Fua120 KSI, FY-92 KSI) INTO METAL STRUCTURES KSI, SSr"K } STEEL . 12 GA. MIN. (1='y = 36 KSI MIN.} o INTO 28Y WOOD, BUCKS OR WQOD STRt1CTURES ALUMINUM . 1/8" THK. MIN. (6063-T5 MIN.) �" �M�MA° PRODUCTR.BVISED b N (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED} FlA �� 70582 comptptr+gwuh Florida 1-1/2" MIN.,PENETRtTKd�I fI`ITO c.aN. Building Code _. .. Acceptance o - 38 Ace e N 7HRU "1 BY BUCKS (NTO} 1 5�3IVRY; 0 SM OR EL _LR�{C SC'12t'WS (GRADE_2 CRS} Ex ',ration Date --_ _ 1=1 j4" ,.MIN.----EMBED IIT ,u 4R MAS9NR1f INTO MIAMI DADS APPROVED MULLIONS (MIN TNK. _, .{}9f} lII1Ry _ ___.._ _ iami ado Pro uct C ntrol drawing no. DIRECTLYINTO GONG Y' (NO SHIM SPACE) MAY 201 YV 10-02 1=1/4" MIN ._ BEI} IT .MA QNRY sheet 4 of fi c3 TYPICAL INSTALLATION DETAILS N 0 THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW o W $ Z INSTALLATI DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS IPROVEDMETAL E N j WOOD BUCKS 0 CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INT ROVED MULLIONS a 0 U FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPT ° a TYPICAL ANCHORS 1/4" MAX. SEE ELEV. SHIMS !j �i 28Y WOOD BUCK OR FOR SPACING METAL, V p, dd ji j� WOOD STRUCTURE TYPICAL ANCHORS o STRUCTURE SEE ELEV. 0 B3 E3 I I M2 A3 FOR SPACING TYPICAL ANCHORS Q 3d .� a.V M2 W UI . O j I I I 9 g SEE ELEV. IL S2 s I N o FOR SPACING ..I rn e w I E6 1-1/4' — N S2 MIN v y( • D vV eQ ti e %—SEE TYPICAL• Af rCHORS ! M2I ELEV. " E3 I I to `n 1 gY FOR SPACING I I z_ WOOD BUCK A • E6 E2 £3 O x Ow C) Q: 2 3/8" MIN. 1/4" MAX. BUCK HEIGHT 1/4" MAX. N �` GAP CV GAP � � o cq 12 NOT S =G CTURE 1/2" MIN. 1/2' MIN. JJ $O M rn --' E2 C2 � �•�Ii 2 3/8" MIN. • ••• N �'•� w •• • FIN FRAME M2 BACKBED • ••0 y • ` CAULKING• •••• �•O Q ••i• • >< TYPICAL ANCHORS: s LEV. FOR SPACING I I 0 ••• #8 _SMS (GRADE 2 CRS :00: •• 1w. i••• INTO 2BY WOOD B S OR WOOD STRUCTURES •• M •••• WHEN USED THE MIN. WOOD 1-1/4" MIN. P RATION INTO WOOD E11 I a " '• BUCK DEPTH SHALL BE 2%". ."' •.• THE USE OF DEEPER OR • • • • W W O W • •••• BEVELED WOODBUCKS IS PERMITTED. HOUSE NOT BY CGI CGIWRAa E3 EXTERIOR g °' � za � BUCK WIDTH BUCK WIDTH --------------------1 c cd ra n F__ MIAMI—DADE COUNTY 11 MIAMI—DADE COUNTY APPROVED I I O 0 a ci I I APPROVED MULLION 11 MULLION & MULLION ANCHORS 11 I I & MULLION ANCHORS 11SEE SEPARATE NOA u v a w U. I I SEE SEPARATE NOA 11 11 II I1 II II —I I— II 11 0 ----- -------- 1 1 U ---___--1 Engr: JAV14D AHMAD r`S ....... —— — — —— I I 1 I — — —_——_ —_—_ ------ CML ODUCT REVISED —............ — — — 1 I I 1 — — _ _ _ _ _ _ FLA. PE f 70592 as , plying with lh8 Flodd4 U 11 11 _•._•._••_,._.._.._.: C.A Buil ..Code I I Acceptan aI wla I 1 L __J I iration �S a --- TYPICAL ANCHORS SEE ELEV. By drawing no. FOR SPACING Y 415 Mi naac 1�duel o°�� I W1 0-02 X14 X 1" SMS. sheet 5 of 6 2.505 ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS U E1 CGI-118 4/ WDW. FLANGE FRAME 6063-T6 - o .068 E2 CGI-119 4/ WDW. FLUSH: FRAME/FIN FRAME 6063-T6 E3 CGI-121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 3 812 W 1.995 �� E4 CGI-123 4/ WDW. GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 - IL 995 065 E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR 6083-76 - N I TYP. E6 CGI-1 094/ WDW. FRONT FLANGE ADAPTOR 6083-T6 - v M1 CGI-382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A 1'335 M2 CGI-124 AS READ. SCREW COVER- OPTIONAL PVC - a d M3 CGI-112 AS READ. FLUSH FRAME COVER PVC - Ei FLANGE FRAME M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8-) 6063-T5 - mg 4 $2/ LITE SETTING BLOCKS EPDM DUROMETER 8515 SHORE A C of h O 2.305 f-.068 S2 010 X 1-1/4-12/ CORNER I ASSEMBLY SCREW PHL. PH SMS ST/ST - !D: 3 e a T82 � Z $ 1.495 Z .995 .065 aLLI TYP. 1.335 vi N E2 FLUSH FRAME/FIN FRAMEv m .675 S � Of U1 0 .995 nP0 .975 e o � WELDED JOINT 1.184 AT ENDS N h 3 cI M I E3 GLAZING BEAD (LAM. GLASS) d z 0,�M rn .120 �•� «z LL- •0• .••..• w :8 o Q •:• •••:•• 0 0 5 TYP. ••i .995 050 1,000 125 � `� • . •••• • • •• 500 1.184-�I •••••• • •• • •• E4 GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL. GLASS) CIRCULAR WINDOWS ' ' . 7 " i`- � � � o ,., L ad • • 1.130 .065 '•••'0 O i ••i o 1.450 RECT. OR SQUARE WINDOWS N .180 >1 z � z 1.550 1.680 L4 •550 .050 TYP. CORNER DETAILS v o m c N o '050 1.395 � � vown E5 NAIL FIN ADAPTER E6 FLANGE ADAPTOR o Engr: JAYAD AHMAO PRODUCT REVISEDCIVIL n 1.395 1.119 FtA. E F � 70592 as complying with the Florida ` C.A. 538 Building Code o .180 Acceptance No 1 5" 1 y��3 291 imtion Dale Wo .050 .050 Li 13y` 065 1.081 ��)� Miat a e Product Con of drawing no. W1 0-02 M3 FLUSH FRAME COVER MZ SCREW COVER sheet 6 of 6 GENERAL WINDOW SECTIONS WINDOW WIDTH '� v FLANGE FRAME VENT WIDTH o WW-2" I m D.L. OPG. 0 ' ° 1 WW-7' 6' MAX. TYP. _ A HEAD SILL 7 CORNERS 6 / m� O v O I, N� ag a9 CAM LOCKS / m o O C 9 2 LOCK POINTS =__�=-- �__ , � o �� 0 n w i p ALL SIZES C i i /' I I O C SNUBBER W 0 II a 0 AT IMPACT WINDDWS ONLY C9 a p° / � I I f�/f� 0 � �O W I i za Oz 6 cL I vim. i Q o u" Z a� I $ o p SURFACE APPLIED FALSE MUNTINSo Q --------- `� r I ---------- II \ II I II II ft N FOR GLASS TYPES, N REFER TO xLn SHEETS 3 AND 4. 1 7 3 2 1/2" B _ 24" MAX. TYP. O w 2 D.L. OPG. D.L. OPG. p Ir ' AT HEAD/SILL � ti 1' VENT WIDTH VENT WIDTH 1" TYPICAL ELEVATION', °� z N o I. WINDOW WIDTH WINDOW WIDTHFUWGE__FRAkIE} N t j I- I. I = DSM M _ EXTERIOR I I MULTI POINT LOCK o� 1 9B BY 'INTERLOCK' •L• a I I 9A MAXIM MULTI POINT LOCK ALT. TO CAM LOCKS • • •3"►.Z� o ••••• p I I i BY TRUTH' 0000 I 00�_ a •• ALT. TO CAM LOCKS • JI c I I 0000•• p d 0000• I MAX. WDW. LOCK MAX. WOW. LOCK •••:•• 10• • HEIGHT POINTS HEIGHT POINTS ••••• i 0000 • I 42' 2 38" 2 •0000• 0 • 0000 jo 63" 3 e 56" 3 60.00. 666 0000• 1 6 li 1 84' 4 74' 4 •6.666 0s�0 Z •666• 0 3 64' 5 66666• 4 dta 66 S• • • • ,- 8 � Y1 66666 2 c & n • • • o o a6 r 41 6666 UL{vLJ •• • • c� • a AK A,—r-1 rl Turl4zr VAMDOWS ARIZ RA SHUTTERS ARE NOT REQUIRED, N N a INSTRUCTIONS: 0 a C4a C V4 C14m USE CHARTS as Fottows. 1 v C4 FOR MULLION/MULTIPLE UNITS, REFER TO > o " STEP STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED THIS, PRODUCT HAS BEEN DESIGNED AND TESTED T0CUla4PL:y WITH THE _ SEPARATE CGI MULLION N.O.A. ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY USING APPLICABLE ASCE 7 STANDARD. 3Rt�IC11i+tE ZONE (HM). x, v a, Engr. JAVAD AHMAD �r o STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER PRC+DUCT REVISED CAPACITY OF DESIRED GLASS SIZE/TYPE. LOADS TO THE STRUCTURE. FLA. PEAL70592 as COMPlying with the Florida a CAN. Btulding Code .STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Amptatico No 15•C �'19 m WRH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. E 'ratio i Date 2018 °� IN STEP 1 ABOVE. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 4 206 Pfll STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON NOT PART OF THIS APPROVAL. B n' acic product drawing no. SHEET 7 TO DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. W98--100 STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. SHALL APPLY TO ENTIRE SYSTEM. sheet 1 of 7 WINDOW WIDTH 0 0 VENT WIDTH I WW-1 1/2" Z GENERAL WINDOW SECTIONS D.�.6012" O N j EQUAL LEG FRAME6° MAX TYP Fe's � N a A HFAD/SILL ¢ o 0 CORNERS Q v ° W IX G 7 'I II yrQ /O+ t h II mg N v O M 6 _I I _ $ lY) 0 Wo Nu I a s GAM LOCKS a 1 %�� 2 LOCK POINTS O S z i ALL SIZES A I \ _ A T p S W it � _� �1------- - SURFACE APPLIED SNUBBER 1 FALSE MUNTINS AT IMPACT WINDOWS ONLY I 11 OPTIONAL — 6Im I' I V 10 _If 'L M 1 ( II 11 \ alt 4000011 --------- i i ------------ o 25 O L 0 A I tcc�33 � �5 — _ m _ 24" MAX. TYP. �z a .............. __ ___ AT HEAD/SILL " sees.. TYPICAL ELEVATION N V)— rn (EQUAL LEG FRAME) 0 3 M A 1A 7 3 FOR GLASS TYPES, O.L. OPG. O.L. OPG. 2 • • p `� • 2 REFER TO VENT WIDTH SHEETS 3 AND 4. VENT WIDTH a/4' ...:e v&! :0000: •.•..• OW WIDTH WINDOW WIDTH •••• • O •..• • • •.oe. EXTERIOR *ego e.••• MAXIM MULTI INT LOCK MULTI POINT LOCK • 9A 9B BY 'INTERLOCK' " " �" "";' BY 'TRUTH' ALT. TO CAM LOCKS e e O e� x 62 = z • ALT. TO CAM LOC • • y W 1 N N . I • o w Osseo* MAX. WDW. CK MAX. WDW. LOCK O• o z w '_- . I HEIGHT PO HEIGHT P01NTS .• 0.0 sy � y • • I OP42" 2 38" 2 V U-0� d U U 63* 3 56" 3 z J cc z a 00� I 84 4 74 4 d ' Fri r' 1 o a> ( d N O N Na O^ �—' W S 0 11 Engr. JAVAD AHMAD vl e o 2 CML ODUCf REVISE-0 o FIA PE.�€ 7a8s2 as p}yiug with the Florida N _ CAN. 3.538 I3rul Code IIZ•�q Acceplat Is b^ 8 RX it. ion ?.0}8 t 7 drawing no. 1A Z mime adePriDduc If W98-100 sheet 9.1 of 7 2 5/8' 2.075 1.757Iv 2,625 U .769 � o I 5 .625 � 1,000 1,307 A ,090 TYP. O QD 1.875 lV Z 2,625 L720 g� 2 N al 04 2.215 2.465 1.438 LG O 0 .080 TYP. a . V 1.222 Q r i3 0 .060 CORNER THICK ST.STEEL _062 CORNER CK ALUMINUM Q FLANGE FRAME Q VENT (5/16' LAM. GLASS) cy O IL 2.075 �F°--I.7S7 ao� ".76181 Q 3- G .090 TYP. LL z .: 1.057 1.875 (1� 7L 0 Q We{2 2.465 2.715 1.438 VENT CORNS .080 TYP. m U w 1.624 gpi Z ,I rn 1A EQUAL LEG FRAME 28 VENT (INSUL. LAM. GLASS) O in 1.757 0 w ALL FRAME AND VENT CORNERS TO BE ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS tY SEALED WITH GE SILPRUF OR EQUIV. 1 CGI-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUIV. z O 1A CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUN. .090 TYP. a is N 0 2 CGI-378 4 VENT (5/16' LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 1.875 0 N M 0) 28 CGI-381 4 VENT (INSUL LAM. GLASS) 6063-T8 INDALEX OR EQUIV. 720 O .M } 5 2C CGI-385 4 VENT (7/16- LAM. GLASS) 6063-T6 INDALEX OR EQUN. 1.438 p1 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. • •+� -j ••••• 3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. •• • : e •: 4 - 4 .060 THICK CORNER KEY ALUMINUM - 1.347 •••••• ••••• 4 5 - 8 .060 THICK CORNER KEY ST. STEEL - •••••• N U • 2C GLASS) •••• ••••� 6 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS VENT (7/16' LAM. • 7 Q250-K-190 AS REQD. VENT WEATHERSTRIPPING - SCHL.EGEL Q-LON move• • • •i• • .754 •••••• • • •••• 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8- SS SMS • • 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) J8 X 3/8" SMS 383 •••••• • W ••••• 9A - I/ VENT MULTI POINT LOCK - TRUTH 830 a • : W •••:• 96 - 1/ VENT MULTI POINT LOCK - INTERLOCK ; .0. z W Is••.: 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8- SS SMS b17 •• • " 0 • 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH. ATTACHED W/ (2) /8 X 3/8- SS SMS 3U x 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK O CGI-375: OGEE GLAZING STOP z o z z 12 30175 1 OPERATOR TRACK STEEL 13 -- 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4' SS SMS .808 830 p oo ii o NN} O O 131.817 l� :1 x _ 3AQ CGI--396: SQUARE GLAZING STOP ._ Engr: JAVAD AHMAD c� o ■ FLA. PE #70592 C PRODUCT REVISED CAN. 5 0 complying with am Florida r Building Code 8 ' Accepimce No 16'05112.1 cl $ 9 Y 2p15 RX- imtion mte )$ gy P drawing no. FRAME CORNER Mimn ackProdncicc W98-100 sheet 2 of 7 , 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS cs 1/8" ANN. GLASS o .075" Soflex CP With PET Core .075" Saflex CP With PET Core o By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass .090" Saflex Clear And Color Gloss .090" Saflex Clear And Color Glass Ch ah By 'Eastman Chemical Co.' 8y 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Z' 3 INTERLAYERS-F INTERLAYERS INTERLAYERS at / .090" Butacite PV8 .090" SentryGlos .090" SentryGlas N z By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraroy America. Inc.' N Q .090" Butacite PVB .090" Butacite PVB IL 0 0 1/8" ANN. GLASS By 'Kuraray America, Inc.' � By 'Kuraray America, Inc.' j� y� ('% U 3/16" ANN. GLASS z N 3/16" HEAT STREN'0 GLASS Q SILICONE ! qq ! 1i i Q t it GE-1200 SILICONE SILICONE DOW 995 i t J (j U I I I :I tvt • GE-1200 GE-1200 Q' DOW 899 i ,iDOW 995 Ii iIDOW 995 I ,i g t I : DOW 899 I I DOW 899 SQUARE BEAD OPTIONAL -0 44 ALL GLASS TYPES Q [y 3 d 5/16" NOMINAL ?': 7/16" NOMINAL 7/16" NOMINAL z H GLASS TYPE `2' GLASS TYPE '3' GLASS TYPE 16' J "1 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS CE VAY,UES OF IMPACT RESISTANT Q �� NO SHUFTERS REQUIRED NO SHUTTERS REQUIRED - -` NO SHUT s REQUIRE6 REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS SHEM 5 THRU 7 FOR INSTALlALI1D1 N WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WINDOW DIMS. fiYPE 12, GLASS TYPE '3' GLASS TYPE '6' 03 WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) MOTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1 NT. (-) o Z I 20" 110.0 194.3 110.0 195.0 110.0 195.0 20' 98.8 112.6 110.0 195.0 110.0 195.0 19--1/8" 110.0 195.0 110.0 195.0 110.0 195.0 3 - 0) 24' 110.0 161.9 110.0 195.0 110.0 195.0 24" 85.8 95.4 110.0 195.0 110.0 120.0 26-1/2" 26" 110.0 195.0 110.0 195:0 110.0 195.0 w 28" 110.0 138.8 110.0 195.0 110.0 195.0 28" 76.7 83.3 110.0 120,0 110.0 120.0 37" 110.0 145.4 110.0 195.0 110.0 195.0Ti 00 W ' 30' 110.0 129.5 110.0 195.0 110.0 195.0 30' 73.2 77.7 110.0 120.0 110.0 120.0 42' 110.0 128.1 110.0 195.0 110.0 195.0 32' 360 110.0 121.4 110.0 195.0 110.0 195.0 32" 60" 70.2 72.8 110.0 120.0 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 110.0 195.0 NLC 36" 107.9 107.9 110.0 195.0 110.0 195.0 36" 64.8 64.8 110.0 120.0 110.0 120.0 26-1/2" 110.0 137.5 110.0 195.0 110.0 195.0 =N o 38-3/8" 0. 4Q' 97.1 97.1 110.0 195.0 110.0 120.0 40e - - 60.0 60.0 60,0 60.0 37" 98.5 98.5 110.0 194.5 110.0 120.0 w ul r , r 42' 92.5 92.5 110.0 120.0 60.0 60.0 42 - - 60.0 60.0 60.0 60.0 42" 86.8 86.8 110.0 120.0 110.0 120.0 0 M KI 20' 110.0 166.5 110.0 195.0 110.0 1950. 20' 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 144.5 110.0 195.0 110.0 195.0 '4 0 24" 110.0 138.8 110.0 195.0 110.0 195.0 1 24' 73.4 73.4 1 110.0 120.0 1 110.0 120.0 26-1/2" 50-5 8" 99'7 104'3 110.0 195.0 110.0 195.0 ro •� 060:0 28' 110.0 118.9 110.0 195.0 110.0 195.0 28' 64.2 64.2 110.0 120.0 110.0 120.0 37" a / 74.7 74.7 110.0 120.0 110.0 120.0 • • ' I CJ e7 •• • tWn Ci► • 30" 110.0 111.0 110.0 195.0 110.0 195.0 30" 66" 60.6 60.6 110.0 120.0 110.0 120.0 42" 65.8 65.8 110.0 120.0 110.0 120.0 •••••• g 'G?tj ••• • 32' 42" 104.1 104.1 110.0 195.0 110.0 120.0 32" 57.5 57.5 110.0 120.0 110.0 120.0 19-1/8" 96.7 104.2 110.0 195.0 110.0 195.0 0 0 0 0 0 N V r • 36' 92.5 92.5 110.0 120.0 110.0 120.0 36° - -- 80.0 60.0 60,0 60.0 74.9, 77.9 110.0 120.0 110.0 120.0 •••• • 40' 83.3 83.3 110.0 120.0 110.0 120.0 40' - - 60.0 60.0 60.0 60.0 37 021 60.0 110.0 120.0 110.0 120.0 '• • •i • •••••• •••• •••• 42" 1 79.3 79.3 110.0 120.0 60.0 60.0 20' 66.4 66.4 110.0 195.0 110.0 120.0 42" - - 60.0 60.0 60.0 60.0 • • 20" 110.0 145.7 110.0 195.0 110.0 195.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8' 63.0 63.0 110.0 195.0 110.0 120.0 0•••.• C 24" 110.0 121.4 110.0 195.0 110.0 195.0 28" 48.9 48.9 110.0 120.0 110.0 120.0 26-1/2" 74-1/4' 46.6 46.6 110.0 120.0 110.0 120.0 • ' • o o z • • o ••••• 28' 103.8 104.1 110.0 195.0 110.0 120.0 30" 720 46.0 46.0 110.0 120.0 110.0 1 120.0 37" -- - 59.8 59.8 59.8 59.8 • • 01 zIr • 30" 48' 97.1 97.1 110.0 195.0 110.0 120.0 32" 43.6 43.6 110.0 120.0 110.0 120.0 37" 77" - - 56.3 56.3 56.3 56.3 �k�k •• • % • ;_ 32' 91.1 91.1 110.0 120.0 110.0 120.0 36" - - 60.0 60.0 60.0 60.0 y °' �k LIMIT MAX. LOADS TO 171.0 PSF � , 36" 80.9 80.9 110.0 120.0 110.0 120,0 32" 76' - - 60.0 60.0 60.0 60.0 WHEN MULTI POINT LOCK BY 'INETRLOCK' 96 40 - - 42' 69.4 69.4 110.0 120.0 60.0 60.0 20" 52.0 52.0 110.0 120.0 110.0 120.0 20" 110.0 129.5 110.0 195.0 1 tO.O 195.0 24" 43.8 43.8 110.0 120.0 110.0 120.0 �k�k SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY c .o o �i o SEE SHEET 1 oaNQN � � 24" 98.0 107.9 110.0 195.0 110.0 195.0 28" 78" 38.1 38.1 110.0 120.0 110.0 120.0 j o `^ a u 28' 88.2 92.5 110.0 120.0 110.0 120.0 30" - - 110.0 120.0 60.0 60.0 N c 30" 84.4 86.3 110.0 120.0 110.0 120.0 32" - - 60.0 60.0 60.0 60.0 32" 540 80.9 80.9 110.0 120.0 110.0 120.0 20" 41.5 41.5 110.0 120.0 110.0 120.0 Cv 36' 71.9 71.9 110.0 120.0 110.0 120.0 240 34.9 34.9 110.0 120.0 110.0 120.0 Engr: JAVAD AHMAD d CML PRODUCT RE'VISEJ) Q N 40" 64.8 64.8 110.0 120.0 110.0 120.0 28" 84" - - 110.0 120.0 54.5 54.5 FLA PE 70592 a as complyingwith dw Florida 42' 61.7 61.7 110.0 120.0 60.0 60.0 300 - - 51.2 51.2 51.2 51.2 CA 3538 I3Widing Code Acceptance No r 32 - 48.3 48.3 48.3 48.3 Ex 'TPat, I Date r f� � $ o n NOTE: GLASS CAPACITIES ON THIS SHEET ARE NOTE: t3y drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) LOAD/AREA LIMITS ob Mi Dade Product W98--100 AND FLORIDA BUILDING COMMISSION FOR +110.0, -120.0 PSF = 16.34 SQ. FT. DECLARATORY STATEMENT DCA05-DEC-219 +110.0, -195.0 PSF = 10.00 SQ. FT. sheet 3 of 7 1/8" TEMP. GLASS 1/8" TEMP. GLASS U AIR SPACE AIR SPACE 0 1/8" ANN. GLASS 1/8" TEMP. GLASS o10 .075" Saflex CP With PET Core .075" Saflex CP With PET CoreQ' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass .090" Saflex Clear And Color Glass W Z INTERLAYERS By 'Eastman Chemical Co.` INTERLAYERS BY 'Eastman Chemical Co.' Q a .090" Sent Glos .090" SentGlos a By 'Kuraray America, Inc.' By 'Kuraray Americo, Inc.' Q O P v .090" Butocite PVB .090" Butocite PVB By 'Kuraray Americo, Inc.' By 'Kuraray America, Inc.' SQUARE BEAD 1/8" ANN. GLASS 1/8" TEMP. GLASS OPTIONAL ALL GLASS TYPES C M SILICONE SILICONE C 0W M $ GE-1200 GE-1200 i 0 IL Q i DOW 995 I DOW 995 Q aj 1- i i W 899 i DOW 899 C XL EDGE SPACER XL EDGE SPACER Q �Wj 3 in ST. STEEL BY 'CARDINAL' SETTI BLOCKS ST. STEEL BY 'CARDINAL' SETTING BLOCKS OR 2/ LITE OR 2/ LITE S 0 th J DURASEAL BY 'QUANEX' EPDM DURASEAL BY 'QUANEX' EPDM OR DUROMETER 8 OR DUROMETER 85±5 Q w SUPER SPACER BY `QUANEX' 3/4" INSULATED SUPER SPACER BY 'QUANEX' 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '3A' 71 - � N U Z to PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF I `' CT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WS N � NO SHUTTERS REQUIRED NO SHUTTERS Rte, EO NO SHUTTERS REQUIRED w p REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR I ON DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTAlLAT10AILS O �j Lij WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' SS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' LASS TYPE '3A' � 0 cr- WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. {-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT, 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. ) EXT. (+) INT. (-) z_ to 20' 110.0 194.3 110.0 195.0 20° 98.8 112.6 11 Z4kj$15.0 19-1/8' 110.0 5.0 110.0 195.0 H N o 24" 110.0 161.9 110.0 195.0 24" 85.8 95.4 110.0 1'' 26-1/2" 260 110 203.0 110.0 195.0 0 3 N 28" 110.0 138.8 110.0 195.0 28" 76.7 83.3 110.0 120.0 37" 0.0 145.4 110.0 195.0 Q n r rn 30" 36" 110.0 129.5 110.0 195.0 30" 60° 73.2 77.7 110.0 120.0 42° 110.0 128.1 110.0 195.0 '1` Z J un 32' 110.0 121.4 110.0 195.0 32" 70.2 72.8 110.0 120.0 19-- " 110.0 190.6 110.0 195.0 ''T �- • • cv p 0000• 36" 107.9 107.9 110.0 195.0 36" 64.8 64.8 110.0 120.0 26-1/2 -3/8' 110.0 137.5 110.0 195.0 •• i cWln • • 40° 97.1 97.1 110.0 120.0 40' 60.0 60.0 - -- $ 98.5 98.5 110.0 120.0 ••• •• •4�J'►p- -3Moog:• 42" 92.5 92.5 110.0 120.0 42' 60.0 60.0 - - 42' 86.8 86.8 110.0 120.0 •••••• V i'` • 0000• 20" 110.0 166.5 110.0 195.0 20° 86.7 86.7 110.0 169.0 19-1/8" XIO.O 144.5110.0 195.024" 110.0 138.8 110.0 195.0 24" 73.4 73.4 110.0 1 .0 26-1/2° / 104.3 110.0 195.050-5 8"28" 110.0 118.9 110.0 195.0 28° 64.2 64.2 110.0 120.0 37° . 74.7 110.0 120.0 •0 ••e •• 0000:0 30° " 110.0 111.0 110.0 195.0 30' 66" 60.6 60.6 1 118.2 42" 65.8 110.0 120.0 •••••• ''' • 42 104.1 104.1 110.0 120.0 32' 57.5 57.5 10.0 112.2 19-1/8, 96.7 104.2 , 110.0 195.0 i • i Q 7- 32" y •••i• G � � 36' 92.5 92.5 110.0 120.0 36" 60.0 6 - - 26-1/2" 63" 74.9 77.9 0.0 120.0 • O o o °3 ••••s 0 40" 83.3 83.3 110.0 120.0 40° 60.0 0.0 - - 37" 60.0 60.0 110. 117.0 0 r` �� 42" 79.3 79.3 110.0 120.0 20" 66. 66.4 110.0 120.0 42" 60.0 60.0 - - La b 20" 110.0 145.7 110.0 195.0 24" 1 56.1 109.3 109.3 19-1/8" 63.0 63.0 110.0 12 24" 110.0 121.4 110.0 195.0 28" 7 ° 48.9 48.9 95.3 95.3 26-1/2- 74-1/4- 46.6 6. 9 . 28" 104.1 104.1 110.0 120.0 30" 46.0 46.0 89.8 89.8 37" 59.8 59.8 - - NOTE: iri N N n a vi 30" 97.1 97.1 110.0 120.0 32° 43.6 43.6 85.0 85.0 37' 77' 56.3 56.3 - - GLASS CAPACITIES ON THIS SHEET ARE o v 32' 48" 91.1 91.1 110.0 120.0 3 60.0 60.0 - - BASED ON ASTM E1300-09 (3 SEC. GUSTS) > 01 g 1 36" 80.9 80.9 110.0 120.0 32' 60.0 60.0 - - * LIMIT MAX. LOADS TO 171.0 PSF D FLORIDA BUILDING COMMISSION 40" 72.8 72.8 110.0 120.0 36" 76" 60.0 60.0 - _ WHEN MULTI POINT LOCK BY INETRLOCK 9s DE RATORY STATEMENT DCA05-DEC-219 IS USED 42" 69.4 69.4 110.0 i 20" 52.0 52.0 101.3 101.3 � r 20' 110.0 129.5 110.0 195.0 24' 43.8 43.8 85.4 85.4 �k�k SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY Engr. JAVAD CML PRODUCT R];VIS1;C3 N 24" 98.0 107.9 1 195.0 28' 78 38.1 38.1 74.3 74.3 SEE SHEET 1 FIA. PE 70592 as complying with the Tloritla C.A.N. 538 28° 92.5 92.5 10.0 120.0 32" 60.0 60.0 - - juilding Code m • ptauceN1 I'-CS12.1�30" 54" 84.4 8 110.0 120.0 20" 41.5 41.5 80.8 80.8 ion Date SDIs32" 80.9 0.9 110.0 120.0 24' 34.9 34.9 68.0 68.0 36" 71. 71.9 110.0 120.0 28" 84" 54,5 54.5 - - NOTE: �� Mi 1 drawing no. 40' 8 64.8 110.0 120.0 30" 51.2 51.2 - - LOAD/AREA LIMITS ao FOR +110.0, -120.0 PSF 42" 61.7 61.7 110.0 120.0 32° 48.3 48.3 - _ = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. sheet 4o 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 �� p TYPICAL ANCHORS I I SEE ELEV. FOR SPACING rn SEE SHEET 6 FOR DESCRIPTION Z TYPICAL ANCHORS TYPICAL ANCHORS 0 -j SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING F+ Q SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION META STRUCTURES 11 C U ES 1/8' THK. MIN. C o 3/8' SEALANTcl I I I SEALANT O I � ci Cf Z a v \N 2 1/8' a p a\ z d \N 2 1/8" ! g O a v Q •. a v .°. v '" MIN. a X Yr q* a a LL J z01 • a 1' MIN. .` a: 1" MIN. MIN. 2-1/2' MIN. t7 INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE 7 WOOD BUCK TYPE '2' MATER ,: PRESSURE TREATED MATER PRESSURE TREATED a 1 A>, V w TYPICAL INSTALLATION DETAIL '� � ]'py..FA- Q� ATTACHMENT TO Z ON ALL FOUR SIDES USI G WOOD Ot ALL:`Ft}LlR SIDES i 51NC` tg V) -� METAL STRUCTURE w Ob 9 1/a' MIN. 0 � >s TYPICAL ANCHORS TYPICAL ANCHORS z N a SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING TYPICAL. ANCHORS of SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION r_ _� ELEV. FOR SPACING N oI f T I [SEE SEE SHEET 6 FOR DESCRIPTION a (n u7 p1 k. cq 1 3/8" 1 1 11 p -M oMi SEALANT SEALANT II I •g•:Li II II • • w •�•� in .- N�r, IIIIIIIIII III ItI 00 •• W• U O'_•�`+g• v 000•0 • 000000 w •Wp4 00•0 000060 V) • • 000• 000• •0 ' 04 1000* l 00000IL___J. 2 7/8° aa• a 2 1 00.60: 0 • '10:00••0 '43 •••:19 v ••0• •• MIN. 000000 ' N •�BUCK INSTALLATION BY OTHERS BUCK INSTALLATION BY OTHERS n so ••• • ATTACHMENT T 1' MIN. O ••• W W & � 100000 I MIN' APPROVED MULLIONS •• • 4 • v s INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' °Z Z ff ESSII F TR TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES USI G WOOD L N N �, ON ALL FOUR SIDES/USING WOOD > g � 7 ALUM CHANNEL ao 1" X 3/4' X 1/8' Engr JAVAD AHMAD T u o 2-1/2" LONG CMI_ PRODUCTIt>VVISED AT ANCHOR LOCATIONS FLA. PE �70592 as complying with tto Florida c� z CAN. 538 Building Code ��-0512 m n Acceptance No ) o Ixxsration Date w WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN m a3n• pradae[ drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALL ANCHOR LOCATION W98-100 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet 5 of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 o TYPICAL ANCHORS olI SEE ELEV. FOR SP G rn SEE SHEET 6 F ESCRIPTION 0 }. J METAL Q C11 Q TYPICAL HORS TYPICAL ANCHORS STRUCTURES IL g SEE ELEV. SPACING SEE ELEV. FOR SPACING 1/8" THK. MIN. 4' a O SEE SHEET 6 DESCRIPTION SEE SHEET 6 FOR DESCRIPTION 0 I 1 3/8" I G Q 1 = I ¢ 0 0 IL -J 4 ' a ,, '� �N 2 1/8" � � e • C I c¢t z Q ,p �� f 2 (A M ' a�7 MIN. J CZ7 �S 1" MIN a 1' MIN 2-1/2" MIN. � N INSTALLATION TYPE '1' WOOD BUCK TYPE 50Lve ' ' (3 MATERALI PRESSURE TREATED : PRESSURE TREATED Z e%t TYPICAL INSTALLATION DETAIL PICAL I T L TI D ATTACHMENT TO c ON ALL FOUR SIDES/USING WOOD ONILL FOUR SI USINGWOOD METAL STRUCTURESot pw z t) 1/8' MIN. TYPICAL ANCHORS 31: N M Al TYPICAL ANCHORS TYPICAL AN RS r_ _ 1 SEE ELEV. FOR SPACING p SEE ELEV. FOR SPACING SEE ELEV. FO ' PACING I f�l I SEE SHEET 6 FOR DESCRIPTION 0 J SEE SHEET 6 FOR DESCRIPTION I t I I SEE SHEET 6 F0 ESCRIPTION '�' �'•:1'' .. 1 318" II II •• • --. < • II 11 •••••• • ••:• II • N `�.� l i j l •••• • • ±••• \ � \ II 1 ••�••� • • • ••• �c i _J •• •• La •••• En .t / L----j urSi n ilii • Q' 2 718„ a d• 2 1/g. r T4 . • •d aMIN. •• • •BUCK INSTALLATION BY OTHE. e ° BUCK INSTALLATION BY OTHERS ATTACHMENT TO t 0 0 0 '0000REPROVED MULLIONS 2 INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' ,o`_ v N H a MATERIA PRESSURE TREATED TbtA ERIAL: PRESSURE TREATED > � 0 � NPI 10 TYPICAL INSTALLATION DETAIL ON ES D ON ALL FOUR SIDES/USING WOOD Engr. JAVAD AHWQ A n CML PRODUCTi2BVl q \ FLA. PE 70592 ac cmnplying wills CAN. 538 [Wilding code '��0�12. Acceptance No 9 B* 'ration Date AMU WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN y drowing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 015 W98-100 product�� THEM TO THE BUILDING STRUCTURE. sheet 5.10!7 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS � U a ANCHORS 19/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP _ ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP WINDOW DIMS. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT SO" O.C. WINDOW DIMS. ': AT IO" O.C. AT I7" O.C. AT 10" O.C. co WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/IMT.(-)EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/TNT.(--) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(--) WIDTH HEIGHT EXT.(+)/ENL(--)EXT.(+)/INT.(-) EXT:(+)/IMT.(--) 0 20° 195.0 195.0 154.8 195.0 32" 76' 133.2 195.0 76.4 122.2 19-1/8' 195.0 195.0 149.4 195.0 "' N 24' 195.0 195.0 129.0 172.0 36" 118.4 189.5 67.9 108.6 26-1/2" 26" 195.0 195.0 107.8 161.8 Q d n I LL 28' 192.9 195.0 110.6 147.4 20' 195.0 195.0 119.1 190.5 37' 195.0 195.0 77.2 115.9 O O p 30' a 180.0 195.0 103.2 137.6 24" 173.1 195.0 99.2 158.8 19-1/8' 195.0 195.0 151.9 195.0 v U 32' 36 168.8 195.0 96.8 129.0 28" 78° 148.4 195.0 85.1 136.1 26-1/2" 38-3/8' 191.2 195.0 109.6 146.1 p W. 36° 150.0 195.0 86.0 114.7 30s 138.5 195.0 79.4 127.0 37' 136.9 182.6 78.5 104.7 Q �j h 40° 135.0 180.0 77.4 103.2 32 129.8 195.0 74.4 119.1 19-1/8' 195.0 195.0 153.5 191.9 v p lri 42' 128.6 171.4 73.7 98.3 20" 195.0 195.0 132.7 195.0 26-1/2" 50-5/8' 193.2 195.0 110.8 138.5 d a g 20' 195.0 195.0 132.7 176.9 24" 195.0 195.0 110.6 165.9 37' 138.4 173.0 79.3 99.2 O Q G 24" 192.9 195.0 110.6 147.4 28" 84 165.3 195.0 94.8 142.2 19-1/8" 195.0 195.0 123.3 195.0 Q; OD O N 28° 165.3 195.0 94.8 126.4 32" 154.3 195.0 88.5 132.7 195.0 89.0 155.8 a 1� 30" 42" 154.3 195.0 88.5 117.9 37 111.2 194.6 63.8 111.6 �' Z N 32" 144.6 192.9 82.9 110.6 42" 98.0 171.4 56.2 98.3 M 36" 128.8 171.4 73.7 98.3 19-1/8' 195.0 195.0 130.8 195.0 d 40° 115.7 154.3 68.3 88.5 74-1/4' 164.7 195.0 94.4 151.1 _ 42° 110.2 146.9 63.2 84.2 37" 1 117.9 1 188.6 67.6 108.1 N 20' 195.0 195.0 154.8 193.5 �-1, N 24' 195.0 195.0 129.0 161.3 Z W 28" 192.9 195.0 110.6 138.2 "" En 30 180.0 195.0 103.2 129.0 W V) W32° 168.8 195.0 96.8 120.9 FL ►Qi `T�fPXGAL A1�fiC If)RS: S1 1:l EV, FOR .S# h1 5 , , o 36' 150.0 187.5 86.0 107.5 Ow 40' 135.0 168.8 77.4 96.8 Q 42' 128.6 180.7 73.7 92.1 ,�_,� � � � 20 195.0 195.0 137.6 195.0 . BY El CQ. (Fug#77=tCSl, f f5,°i KSI} o o r- 24" 195.0 195.0 114.7 172.0 INTO 2BY W00,D BUCKS OR WO =STRUC"i'III S _:t: N M I O3 9 2" til+tECTi+�kTl{I .NCL?I #QE3 r`1 • 28' 171.4 195.0 98.3 147.4 � � � 54' 160.0 195.0 91.7 137.6 z °r�i N t B#CS INl4 C ®Z tifld� 32" 150.0 195.0 86.0 129.0 (; V) o '•• • LU 36' 133.3 195.0 76.4 114.7 ' 400 120.0 180.0 68.8 103.2 1 1 �� ` � ' f9 g ••••� 42' 114.3 171.4 65.5 98.3 20' 195.0 195.0 123.8 185.8 � � 24° 180.0 195.0 103.2 154.8 1 I • • • • •••• 28' 154.3 195.0 88.5 132.7 IV 'scd', ,yam 1 3F- a R _`o. S • Z y •• 30 144.0 195.0 82.6 123.8 • V�1 �u o v1 • 32' 80" 135.0 195.0 77.4 116.1 .ANCHORS WITH SHEAR CLIP � �� .� • .n �x ••••• 36' 120.4 180.0 68.8 103.2 t • iv a �'' ••••i 40° 108.0 182.0 81.9 92.9 CUMIN€ SCI ��` `3• , Q4 _ • 42" 102.9 154.3 59.0 88.5 . .. 24' 195.0 195.0 117.3 164.2 IN1 Q WOOD MUCTM ' 1' MIN. rriW-9 28' 17$.3 195.0 100.5 140.7kAIN-METAL STRUCTOREffi p e 1. .x. �.. 030" 66' 163.6 195.0 93.8 131.3 >CONCRETE AT HEAD, 51LL OR JAMBS f'c � 3000 PSI M1N. 32" 153.4 195.0 88.0 123.1 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm m 2000 PSI MIN. 36' 136.4 190.9 78.2 109.5 40" 122.7 171.8 70.4 98.5 Engr. JAVAD AHMAD .q o 20' 195.0 195.0 129.0 18D.6 AM70592L PRODUCT REVISED N 24' 187.5 195.0 107.5 150.5 FLA. PE 5W as complying wilh lite Florida r 28' 72" 160.7 195.0 92.1 129.0 Building Code Acceptance No15'0 6J 1-94 t 30' 150.0 195.0 86.0 120.4 l8viration Dale 01 v v 32' 140.6 195.0 80.6 112.9 A 15 By drawing no. 36' 125.0 173.0 71.7 100.3 Minor' adeProduct Cotltrol 00 sheet 6 of 7 11 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS U OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK �� o INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. WINDOW DIMS. WINDOW DIMS. WINDOW DIMS. O � • WIDTH HEIGHT INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) 20" 110.0 . 20' 105.8 120.0 19-1/8" 110.0 195.0 24" 110.0 !N195D 24" 90.9 120.0 26-1/2" 26' 110.0 195.0 2a28" 110.0 .. 28' 80.5 110.3 37' 110.0 184.2O p 30" 36, 110.0 182.4 30' 76' 76.3 104.7 42' 110.0 O 152.4 0 32° 110.0 179.5 60.0 60.0 19-1/8" 110.0 195.0 It Q u 36' 110.0 177.3 36' L 60.0 60.0 26-1/2" 38-3 8' 110.0 172.6 0 h 40' 105.8 145.1 20' 102.7 120.0 37' / 110.0 156.3 0 m 42` 97.0 120.0 24' 88.2 120.0 42" 95.7 120.0 cy 0 I Q Q g 20° 110.0 179.5 28' 78' 7.9 120.0 19-1/8" 110.0 195.0 0 h_0 24" 110.0 159.6 30° 7`": 101.3 26-1/2° 110.0 154.7 } I Q; O 50-5/$' Q 28" 106.9 146.6 32° 60.0 60.0 37" 94.0 124.0 } W 30' 42" 103.5 141.9 20" 110.4 1 40 42' 89.8 120.0 I I to �+1. 32' 100.7 138.1 24' 97.0 120.0 19-1/8" 109.3 149.9 1 36' 97.0 120.0 28" 84' 85.5 117.3 -1/2" 84.8 116.2 1 1 1u MS 40" 95.2 120.0 30° 60.0 60.0 63 67.9 93.1 1 ! 42° 95.0 120.0 32" 60.0 60.0 42' 60.0 60.0 I AT 6S FROM E 1 a 17" O.C. AT JAMBS � � . 20" 110.0 195.0 19-1/8° 110.0 154.8 V co 24" O.C. AT HEAD/SIU. 3 Z M 24' 110.0 177.3 26-1/2" 74-1 86.4 118.5 ( .. 0 Q 114 SMS 28 110.0 160.9 37' " 60.0 60.0 I �U AT 6" FROM ENDS V) 30` 110.0 154.8 19-1/8- 79 1/e 10��. 120.0 1 O.C. MAX.btAX A JAMBS 32" 48' 109.1 120.0 26-1/2' 76' 84.0 115.2 �g to o 2C O.C. MAX. AT HEAD/SILL O W !r 36` 103.5 120.0 37' 60.0 i i F- it 40' 99.$ 120.0 19-1/8° iQ8.3 120.0 95.0 120.0C-4 113.4 a. 20° 110.0 174.1 37" 60.0 60.0 , \ ul to 3N" N r j 24" 110.0 152.0 O M 28" 99.8 120.0 30" 54' 95.5 120.0 a "° 1 a • •'. •�s (L . c • p •••• 32" 91.9 120.000, Q : a �° o '•. •• • w .--•t� • TYPICAL ANCHORS 36' 86.2 118.2 Q. a ° 4 TYPE ' r ••�•�• • Q ••i• ° 82.2 1 l 2.7 fi o ATTYPICAL FROM ANCHENDS AND ORS A OR 8' AT 6- FROM ENDS AID•�•• • •••• 42" 80.6 110.5 2 1/2" MIN. " O.C. MAX. AT JAMBS 17" O.C. MAX. AT JAM&"• • • • 20° 110.0 153.2 EDGE DIST. 1 C. MAX. AT HEAD/SILL 1° MiN. 24' O.C. MAX. AT HW/V& ' ' ':". J 004041041 sac 24° 97.0 133.0 ••�••' ' •• •••• TYPICAL ANCHORS: SEE ELEV. SPACING INSTALLATION TYPE V INSTALLATION TYPE '6' .....• 5i 28" 86.8 119.4 A z 2BY WOOD BUCK OR WOOD STRUCTURES : • : L Q m ••�• 30° 82.8 113.5 " • � 60° A - - (FU-163 KSI, Fy=157 KSI) i TYPICAL INSTALLATIO •'• ''' tr W •e• 32" 79.4 108.8 •• • 3s' 73.9 101.3 DIRECTLY INTO CONC. OR ONRY ON L F A I U '` Y E '� � � 40 60.0 60.0 1-1/4" MIN. EMBED 0 CONC. OR MASONRYID (Fu-177 KSI, Fy=155 KSI 20" 110.0 171.0 DIRECTLY I CONC. OR FILLED BLOCK 2.500 g4g c V m 1 o 24a 107.8 120.0 O p N `B .6 N 1-.1/4" N. EMBED INTO CONCRETE .os5 y N o $ S 28" 95.9 120.0 .845 2-- MIN. EMBED INTO GROUT FILLED BLOCKS .065 .592�- x - 30' 66" 91.3 i 20.0 II ! 32' 87.3 119.7 C T-- (GRADE 2 CRS) 562 1.125 36` 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 40' 60.0 60.0 " 1.436 Engr. JAVAD AHMAD P .IJCT 1tF.ViS1) d n 1-1/2 MIN. PENETRATION INTO WOOD CML 4 a 20' 110.0 15 125 .903 FUk- PE' 70592 as to ins with 1,he rlcytida N _ 24' 97.0 20.0 TYPICAL EDGE DISTANCE C.A.N. 38 Building Acceptance a 15"��i2-JQ Li " Watton Date 2018 28" " $6 117.9 INTO CONCRETE AND MASONRY = 2-1/2 MIN. ALUMINUM BUC OPTIONAL COVER y� � 30° 72 81.7 112.0 INTO WOOD STRUCTURE = 1" MIN. 6063-T6 6063-T6 A � � BY " 77.9 1 drawing no. • 36 60.0 800 CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. D I►roduct W98-1 00 C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. sheet 7 of 7 WINDOW WIDTH I WINDOW) SECTIQX 0 1 FLANGE FRA11+i'E VENT WIDTH v� WW-2' z 1 D.L. OPG. 'P .-i WW-7' r. I s" MAX, TYP. � � � � HEAD/SILL A CORNERS 0 v aa � D LL AT EACH END AND O a 2 ► 8 18" Q.C. ON SHORTER SIDES O 20" O.C. ON LONGER SIDES i m 0 G 11 O R >2 O a 3 C _-_ __=_=�=_ a. <<o rr W a = I s II �� G Nyima II II ai .0 tV Z II _ -----N— ' W o --- ri— I I LL i N'" = x ii i%� i i 3 CL g13 $ 3 -1 i i %/ I I Q w �f -I Q ----41 —71 II II N --kt=��=--- I SURFACE APPLIED II II FALSE MUNTINS II I OPTIONAL $ .. FOR GLASS TYPEScn - - REFER TO - - - -- 8 O w M SHEETS 4 THRU 6 C3 a a B 18" M. m 04d 1 so 7 2 3 D.L. OPG. D-L, OPG. 2 1/2' a � N M In 1' VENT WIDTH i VENT WIDTH 1' TM(FCLANGE FRAME)AL 00 �d361 1-'i • • 0 M �� n 0000• WINDOW WIDTH o ; WINDOW WIDTH •• • N 'b� M •• - I � 0000•• ty,F •_A� `-' 0000• EXTERIOR a I MAX. ANCHOR SPACING TO BE AS FOLLOWS 000:0. 5 -0 d I- I 17" O.C. ON LONGER SIDES •••. cn V• 0 F ••"' 18" O.C. ON SHORTER SIDES ••0••• • _ .••• H Z II 000000 •00•• = z 0000•' . • ' 00000 > 3 s FOR MULLION/MULTIPLE UNITS, REFER TO �••�•� W mi -• SEPARATE CGI MULLION N.O.A. to ••-•• 3 • • • 0 0 • •• • 01 R 000• 2o - B y Lj INSTRUCTIONS: NOTES: THESE WINDOWS ARE RATED FOR LARGE:MISSILE IMPACT:SHUTTERS 1 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE- ARE NOT. REQUIRED." > o c g USE CHARTS AS FOLLOWS. _ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING; HIGH VELOCITY g? 0 , x _ STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED HURRICANE ZONE (HVHZ)y ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE 7 STANDARD. LOADS TO THE STRUCTURE. p Engr. 4AVAD AHMAD a, o STEP SEE CHARTS ON SHEETS 4 THRU ti FOR DESIGN LOAD9 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML PRODUCT REVISED �., < CAPACITY OF DESIRED GLASS SIZE/TYPE. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �+• PE 70592 as complying with the Florida v _ CAN. 538 Building Code STEP USING CHART ON SHEET 8 SELECT ANCHOR OPTION m WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Acceptance No •0�7I�•��o mG IN STEP 1 ABOVE. NOT PART OF THIS APPROVAL. t iration Date STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. + By drawing no. SHEETS 10 & 11 TO bETERMINE CAPACITY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT mami ado Product T.S EP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �� 9 9 r 0 SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 1 WINDOW WIDTH �� U o VENT WIDTH I v+ WW-1 1/2" GENERAL WINDOW SECTIONS WW-6L. 01/2" C N EQUAL LEG FRAME MAX. TYP. (� W 2 1 HEAD/SILL Q IL N A CORNERS O 0 v 1A M o t {� cj t�11 ° tutrl Q cga > AT EACH END AND C �� `O v (L h 8 18" O.C. ON SHORTER SIDES I I I I �+ ►- 2 I I It ¢20" O.C. ON LONGER SIDES - 10 N Q Qyx x x a //. II i 2s W3Ld ° � ii �� II Jig �jA x I tL i _' s W )H 3 'S ----TI===== �___ II II ^ N ' I I © e Jto J tl _ —�— SURFACE APPLIED 6 a II II FALSE MUNTINS p in �i Ir OPTIONAL Z V ------ ------------ Er Lu 0 a —— — — — C14 H- o TYPICAL ELEVATION N (EQUAL LEG FRAME) �0 1A FOR GLASS TYPES, . . z•a'� • 7 2 LD.L. OPG. D. PG. /2• .• . I �•© _I • REFER TO MAX. ANCHOR SPACING TO BE AS FOLLOWS ,�; p•� •••;• 3/4' VENT WIDTH SHEETS 4 THRU 6 VENT WIDTH 3/4' 17" O.C. ON LONGER SIDES •••:•• .o o 18" O.C. ON SHORTER SIDES .... g U r •••• WINDOW WIDTH WINDOW WIDTH • EXTERIOR .... .. .. ... ..... ...... • sf • ut% 20 o • I r' ++ 4 0 l7 I N W c3 c� o V 459 z z z O q I f- Opo N 1 m o Lo W I I N a o g Z C j 6 3 3 ~ Engr. JAVAD AHMAD a, o CML PRODUCT REVISED j iv a 2 FLA. PE 70592 complying with the Ilorlao o _ CAN. 3538 B'm ins Code • ` Acce ce Na �5�f35iQ.I� g ,� `✓ Bx initi alp 2D18 WL�Jl 7 M�► 2015 By drawing no. 1A F1 Mi ! do I?r W99-10 sheet 2 of 11 2.075 1,757 v 2.625 �2,625F — .768 0 f CD rn $ A 5 1.000 1.307 .090 TYP. Z h J 1.875 0 2.625 2.625 L7201 2.215 2,465 --i 1.438 Yi p .080 TYP, 0 0 1,222—a1 0 MMh CORNER I 060 THICK ST..STCORNER EEL .062 THICK ALLIMINUM FLANGE FRAME VENT (5/16" LAM. GLASS) t'yY M 8 1,757 0 a a �z.D75 0 y . 0 7sa c LL 090 TYP. j 3 N 1.057 rc--7[j1.875 720 2'465 2.775 VENT CORNER Ls r--1 1.438 .DaD TYP. � g J � —1,624— A o EQUAL LEG FRAME VENT (INSUL. LAM. GLASS) _z cn u 1.757 OL ALL FRAME AND VENT CORNERS TO BE X O Lu >g SEALED WITH GE SILPRUF OR EQUIV. X C3 W ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPIJER/REMARKS 090 TYP. Z °U 04 o 1 CGI--373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUN. 1.875 to M 5 1A CGI-397 4 EQUAL LEG FRAME 6063-TB MOALEX OR EQUIV. I u( 720 0 N M 2 CGI-378 4 VENT (5/16" LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 1�.�� a 1,438 2B CGI-381 4 VENT (INSUL. LAM. GLASS) 6063-T6 INDALEX OR EQUIV. •• �•'� ••••• 2C CGI-365 4 VENT (7/16" LAM. GLASS) 6063-T6 INDALEX OR EQUIV. •• ° vs 3�Q seeM •• 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 1.347- 4 ••• •• 0.00 3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. U) V '"o •°•i 4 - 4 .060 THICK CORNER KEY ALUMINUM - VENT (7/16" LAM. GLASS)-. • • 5 - 8 .060 THICK CORNER KEY ST. STEEL - *0:00:• ••• • • 6 AP-425 AS READ. FRAME WEATHERSTRIPPING ULTRAFAB/SCHLEGEL 754 •° •• •••••• •••• •••••• • 7 Q200 - 0 AS READ. PENT WEATHERSTRIPPING - SCHLEGEL Q-LON • • • w `� w • e AS READ. VENT SCREWS ® 20' O.C. LONGER SIDES, 18' O.C. SHORTER SIDES f10 X 1' SS SMS .383 830 • ° • a •••• 9 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4- SSU tic �I _� ••••• g - •°•; 10 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 85+5 SHORE A -moi.617 `� CGI--375: OGEE GLAZING STOP I I .808 830 0Dapoppoo ........... .y O O O g .617 • C CGI-396: SQUARE GLAZING STOP o. a Engn JAVAD AHji+tµAD CML PRODUCT REVISED I N FLA. PE # 70592 as complying with Lha Florida o C N. 3538 Building Code o Acceptance No 15�D512' 18 r tlx iration Dote " LID h ° FRAME CORNER 4 2015 BY drawing no. Afismi da Proill►et W99—10 sheet 3 of :1 1 1/8" ANN. GLASS 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS o .075" Saflex CP With PET Core .075" Saflex CP With PET Core ro j By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' rn .090" Soflex Clear And Color Glass .090" Saflex Clear And Color Glass .090" Saflex Clear And Color Glass $ j By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Q M J INTERLAYERS INTERLAYERS INTERLAYERS F- .090" Butacite PVB .090" SentryGlos .090" SentryGlos }" ul 2 By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraroy America, Inc.' d G O .090" Butacite PVB .090" Butacite PVB d O By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' w 1/8" ANN. GLASS 3/16" ANN. GLASS >. LJ 3/16" HEAT STREN'D GLASS O; 19 SILIC❑NE GE-1200 j I SILICONE g H Ij I SILICONE DOW 995 D❑W 899 i DOW 995 a I DOW 995 1 II M> Q 8 now 699 «, I I n li Q d d 0 '� DOW 899 I I I� l! II I II Q SQUARE BEAD .I I : G N OPTIONAL Q z ALL GLASS TYPES J a Ng 10 AT 1/4 POINTS ON LITES 10 AT 1/4 POINTS"ON LITES AT 1/4 POINTS ON UTES !� W e C ' WIDER THAN 36" WIDER THAN 36 10 WIDER THAN 36" 6/16" NOMINAL, f l '' NkYM A 7/18" NOMINAL GLASS TYPE '2' GISS TXPE3'i GLASS TYPE 'S' - 01 N I M PERFOiii}ANCE SAI.ETES.t?F_IEfil#'AC _RESISTANT..iYINDt}WS' C) 'n REFER TO SHEETS 7 THRU 11 fOR INSTALLATION DETAILS z_ On WINDON DIMS. GLASS TYPE '2' GLAS$,TYPE 'fl' GLASS TYPE '6' O WIDTH HEIGHT EXT. (+) 1W. (-) EXTj:L+1: 1Nr�'(-) EXT. (+) 1NT. (-} X_ a W g 110.0 195.0 110.0 195.0 110.0 195.0 0 26-1/2" 26" 110.0 166.2 110.0 195.0 110.0 195.0 z r o 37" 110.0 166.2 110.0 172.5 110.0 195.0 ? N�j 53-1/8' 110.0 120.0 110.0 148.2 110.0 195.0 toI rn 19-1/8� 110.0 195.0 110.0 195.0 110.0 195.0 ••� N $•`sriIn ••••• 26-1/2 38-3 8" 110.0 163.0 110.0 167.7 110.0 195.0 •• • I •d•-�In 37" / 110.0 116.$ 110.0 151.9 101.8 1$0.5 "`�" Iw •�r•� `M' e••i: 53-1/8- 84.1 84.1 108.8 118.7 108.8 118.7 •••• 19-1/8" 110.0 185.7 110.0 187.6 110.0 195.0 ,••• to ,U ••••� •••• •••• 26-1/2" 110.0" 00:66*•110.0 131.2 110.0 148.7 110.0 195.0 •. 9 • • • 37° 95.0 95.0 110.0 120.0 110.0 120.0 •• •• • � � � •••�. • 53-1/8" 1 67.9 67.9 85.3 65.3 85.3 85.3 �";`: • � � � 19-1/8" 110.0 177.5 110.0 179.4 110.0 195.0 • • i ••••• 26-1/2- 102.7 102.7 110.0 120.0 110.0 120.0 ,. •• • 37" 70.5 70.5 102.1 111.3 102.1 111.3 di" o 53-ve 57.7 57.7 61-S 81,3; 81.3 81.3 v a 4 qty 19-1/8" 110.0 120.0 110.0 174.6 110.0 195.0 4) z - 4" 0.0 1 37" 74-1/ 56.9 56.9 90.0 90.0 90.0 90.0 53-1/8" -- - - - 70.0 70.0 Q O N M •� O O Of O Of Ertgr. JAVAD AHMAD PRODUCT RBVISSE0 •' ® o � CML as complying Nvilh**FIM116 N SCAN. 538 42 BuildinBCade o ;; Acceptance Na l5 05�2.jfo EX Iraliosl Date `tel$ v° v v 13y Dip drawing no. MAY 015 W99-10 sheet 4 of 11 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER 70 9HEE15 7 7HRU 11 FOR INSTAMMUN DETAILS RUM TO SHEETS 7 7HRU 1f FOR 961AUAIOH OETAR.S RUB TO SHEETS 7 7HRU Il FOR DWAUATM DEMILS � UO WINDOW DIMS. GLASS TYPE '2' GLASS TYPE 'S' GLASS TYPE '8' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' TH 1400W EXT. (+) INT. (-) EXT. (+) 1NT. (-) DR. (+) INT. (-) WIDTH HE3GHT EXt. (+) INT. (-) EXr. (+) INT. (-) EXT. (+) INT. (-) WIOTH HUGHT DR. (+) ANL. (-) EXT. (+) INT, (-) EXr. (+) INT. (-) 24 110.0 160.0 li0.0 181.9 110.0 195.0 24' 110.0 120.0 110.0 151.6 110.0 195.0 24" 110.0 114.4 110.0 t20.0 110.0 120.0 NOTE: 3 . 30• 110.0 144.0 110.0 166.3 110.0 195.0 30' 91.2 91.2 110.0 120.0 110.0 I20.0 30' 65.7 65.7 90.0 soo ¢0.0 90.0 LOAD AREA LIMITS Z J 35' 110.0 120.0 110.0 181.7 104.7 185.5 36' 78.9 76.9 105.9 115.5 105.9 115.5 36' 48.6 48.6 90.0 80.0 80.0 90.0 FOR +110, -"195 PS = 10.0 SQ. FT. she C 42' 110.0 120.0 110.0 120.0 110.0 120.0 42" 87 8 87.8 80.0 90.0 90.0 90.0 42' - - - - 90.0 9G.0 110, -120 F = 16.3 SQ. FT. E' a 48' 8 104.8 110.0 120.0 110.0 120.0 4s' 65.0 65.0 90.0 90.0 90.0 90.0 48" - - - - 70.0 70.0 +90, -90 F = 24.0 SQ. FT. 0. U 54' 88.3 110.0 120.0 110.0 120.0 54" 60.2 60.2 60.0 80.0 80.0 80.0 54' - - - - 70.0 70.0 +70, --- PSF = 35.0 SQ. FT. 57• 81.9 9 108.3 118.1 108.3 118.1 57' 57.8 57.6 75.8 75.8 75.8 75.8 57' - - - - 70.0 70.0 +50 -50 PSF = 45.0 SQ. FT. 60" 36• 76.9 76. 105.9 115.5 105.9 115.5 80' 6O" - - - - 72.0 72.0 80` - - - - 70.0 70.0 10 p 63' 72.5 72.5 03.7 113.2 103.7 113.2 63' - - - - 70.0 70.0 B3• 84' - - - ^ 50.0 50.0 Q t 86' 61LO 68.5 90.0 80.0 80.0 88' - - - - 70.0 70.0 68" - - - - 50.0 50.0 0 69" 64.5 64.5 90.0 90.0 1 80.0 90.0 69• - - - - 70.0 70.0 69` - - 50.0 1 50.0 Q WA"'+++ 72" 60.9 60.9 90.090.0 90.0 72• - - - - 70.0 70.0 72' - - - - 50.0 60.0 g X a Q 75' 57.8 57.8 90.0 40.0 90.0 90.0 75" - - - - 70.0 70.0 75' - - - 50.0 O 78' 55.0 55.0 90.0 90.0 0 90.0 78" - - - - 70.0 70.0 24' 68.6 68.8 110.0 120.0 110.0 0.0 Ir p 81' 50.2 50.2 90.0 90.0 90. 90.0 8i" - - - - 70.0 70.0 30' 57.9 57.9 80.0 90.0 90 80.0 Q 3:LL 84" 48.6 48.6 90.0 90.0 80.0 0 84" - - - - 70.0 70.0 36' 43.0 43.0 90.0 90.0 0 90.0 LL Z 0-1 Q 8T 47.0 47A in 90.0 80.0 90.0 90.' 87' - - - - 50.0 50.0 42' - - - 70.0 70.0 J t7 �1 24' 110.0 168.0 110.0 169.7 110.0 195.0 24" 110.0 119.8 110.0 120.0 110.0 120.0 48• - - - 70.0 70.0 WDw. WIDTH Q 30' 110.0 144.0 110.0 150.9 110.0 185.0 31.8 81.8 110.0 120.0 110.0 120.0 54' 98' - - - 50.0 50.0 36' 110.0 120.0 1tO.0 120.0 110.0 120.0 36' 68.5 88.5 90.0 80.0 90.0 90.0 57' - - - b0.0 50.0 42' 102.9 102.9 110.0 12MO 110.0 120.0 42' 60.2 60.2 90.0 90.0 80.0 90.0 60' - - - - 50.0 50.0 ._. rn 48' 87.2 87.2 110.0 120.0 110.0 120.0 48' 57,0 57.0 80.0 40.0 90.0 50.0 83" - - - 50.0 50.0 54` 78.9 76.9 103.9 113.4 103.9 113.4 54' - - - - 80.0 80.0 BB' - - - _ 50.0. 50.0 57' 72.2 72.2 90.0 90.0 90.0 90.0 57' - - - 70.0 70.0 24' 70. 70.4 90.0 90.0 90.0 90.0 O �" 42' 87.9 87.9 90.0 90.0 90.0 90.0 60' - - - 70.0 70.0 30• .4 58.4 90.0 90.0 90.0 90.0 3 // C3 83' 63.9 83.9 80,0 80.0 90.0 90.0 63- 66' - - - 68.8 68.6 38` - - - - 70.0 70.0 g ) 86' 80.2 60.2 90.0 90.0 90.0 80.0 66" - - - - 65.5 85.5 42' - - - - 70.0 T0.0 p 89' 55.3 55.3 90.0 90.0 80.0 80.0 68' - - - 65.5 65.5 48' - - - - 50.0 50.0 x a W g 72" 52.0 52.0 90.0 80.0 90.0 90.0 7Y - - - 85.5 65.5 54' - - - - 50.0 50.0 75" 49.1 49.1 90.0 80.0 90.0 90.0 75" - - - 65.5 85,5 ` - - - 50.0 50.0 = op 04 76' 48.7 46.7 88.4 68.4 90.0 90.0 78" - - - 50.0 50.0 60• -- - - - 50.0 50.0ILZ 81" 44.8 44.8 85.4 55.4 90.0 90.0 81• - - - - 50.0 50 WINDOW LENGTH (() • 24' 59.5 59.5 90.0 90.0 90.0 90.0 ?.► N I'`L c0 64 - - - 90.0 80.0 84" - - - - 0 0 - - - - ,I 87' - - -- - 70.0 70.0 87' _ _ 50. 30' ^ _ - 80.0 80.0 ¢ O M 50.0 36' 70.0 70.0 Op �• �1 �s 24" 110.0 160.0 110.0 161.7 i 10.0 185.0 24' 110.0 111.5 110.0 120.0 0 A 42' 120" - - - - 70.0 70.0 Mnl ^ is • • • N ••••• 30' 110.0 120.0 110.0 141.1 1082 i91.8 30" 77.0 77.0 110.0 120.0 110.0 120. 48' - - - 50.0 50.0 3 : /�� •••• 1 �O-j .�M.. •• 38' 104.8 104.8 110.0 120.0 110.0 120.0 36" 60.9 60.9 80.0 90.0 90.0 54' - - - - 50.0 50.0 �/` r•� • 3 0000•• O 0000• 42' 87.2 87.2 110.0 120.0 110.0 120.0 42' 52.0 52.0 90.0 90.0 90.0 110.0 48.9 48.9 80.b 80.0 90.0 90.0 • �• 0000•• rn V•�� • 48' 77.3 77.3 110.0 120.0 110.0 120.0 48' 50.6 50.6 89.5 90.0 90.0 30' - - - - 70.0 70.0 0•••• 54' 69.8 89.8 90.6 90.0 80.0 90.0 54' - - - - 70.0 70.0 38' 2' - - - - 70.0 70.0 •••••• • • • $7' 68.3 56.3 90.0 90.0 90.0 90.0 57' - - - - TO.O 70.0 42" - - - - 50.0 50.0 NOS: •••• • • lose*• 60" �. 65.0. 65.0 90.0 90.0 90.0 90.0 60• - - - _ _ _ _ WIDTH AND LENGTH DIMENSIONS CAN BE ORiENfro• • • •••• . 70.0 70.0 4s' SO.o 50.G VERTICALLY OR HORIZONTALLY AS SHOWN A"t o• eft *00:0 72 83' 80.8 60.8 90.0 90.0 90.0 98.0 63` - - - - 88.5 66 8 24' 41.3 90.0 90.0 90.0 90.0 86' 57.0 57.0 90.0 90.0 90.0 90.0 65 - - - 85.5 65.5 30" - - - - 70.0 70.0 69" 53.6 53.6 89.6 89.6 90.0 90.0 69' _ _ _ _ - - - •••••• W • 62.6 62.6 36' i 4b" 50.0 50.0 • • • a o 72' 50.6 50.6 65.5 85.5 90.0 90.0 72' - _ _ _ - • • • , 00000 5D.0 50.0 42" - - - 50.0 50.0 • • • r N • ftiil w W O ,,, ••••• 75• - - - - 90.0 Sao 75• - - - - 50.0 50.0 20." - - - 7oa 70.0 •••' o • 78' - - - - 70.0 70.0 76' - - - - 50.0 150.0 30' 156" - - - 70.0 70.0 o si' - - - - 70.0 70.00 0 - - - - 50.0 50.0 36' - - _ zN1- 50.0 50.0 LZi o a a q co z z m 84" - - - - 70.0 70.0 84" 50.0 50.0 - - - - 87 - -- - - 70.0 70. 87" - - - - 50.0 50.0 24` i 10.0 142.2 110.0 1 155.9 110.0 Z560 24' 108.1 108.1 110.0 120.0 110.0 120.0 aar- i 30' 103.3 103.3 110.0 120.0 110.0 120.0 30" 70.2 70.2 110.0 120.0 110.0 120.0 0p o36' 0.83 68.3 11x.0 1zo.0120.0 38 55.0 55.0 90.0 90.0 90.0 90.0 NOTE: rn az' 76.0. 78.9 103.9 113.0. 103.9 113.4 42• 46.7 46.7 88.4 88.4 90.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE48• 69.s 69.8 90.0 9 90.0 90.0 48' - - - - 70.0 70.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). Be 67.4 67.4 80.0 0.0 80.0 80.0 54" - - - - 70.0 70.0 57' 63.7 83.7 80.0 80.0 80.0 57• - - - - 70.0 70.0 I 6 E�gc JAVAD a, g 60" 80.2 80.2 a 80.0 80.0 80.0 80' 7W - - - - 70.0 70.0 CML PRODUCT REVISED 83' 57.1 57.1,40 80.0 80.0 80.0 80.0 83' - _ - - 88Ap- .6 68.6 MA. PEs ,058 as camplyiuX with We Florida o _ 66' ^ - - 60.0 80.0 Be ^ - - - 50.0 50.0 j17) 8 Building Cade cceptance No 1 'd512. 1P ii m 89• - - - - 7d.0 70.0 69' - - - - 50.0 50.0 irati 1Date �,(}lB v 72' - - - - 70.0 70.0 72' - - - - 50.0 50.0 75' - - - - 70.0 70.0 75' - - - - 50.0 50.0 drOWIT1 TIO. • 78• - _ - - Tao 70.0 78' - - - - 50.0 50.0 �' rllRfl017[OQiICt r 9 st' - - - - 70.0 70.0. 8f' - - - - 50.0 50.0 15 Yf 9 9-10 84' - - ^ - 70.0 70.0 67' - - - - 70.0 70.0 sheet Tj Of 1 1/8" TEMP. GLASS 1/8" TEMP. GLASS AIR SPACE AIR SPACE � 1/8" ANN. GLASS 1/8" TEMP. GLASS .075" Saflex CP With PET Core .075" Saflex CP With PET Core Z �° J By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' }}.. .090" Saflex Clear And Color Gloss .090" Soflex Clear And Color Glass E+ uzi By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' g INTERLAYERS INTERLAYERS IL .090" SentryGlas .090" SentryGlas d By 'Kuroray America, Inc.' By 'Kuraray America, Inc.' a .090" Butocite PVB .090" Butocite PVB By 'Kuroray Americo, Inc.' By 'Kuroray Americo, Inc.' S E BEAD h OPTIONAL D ei 1/8' ANN, GLASS 1 1/8" TEMP. GLASS GLASS TYPES XL EDGE SPACER � � XL EDGE SPACER �' � ' vi ST. STEEL BY 'CAR:0� AL' 1 ILICONE ST. STEEL BY 'CARDINAL' SILICONE Q Q a 200 OR I GE-1200 ODURASEAL BY QDD 95 OURASEAL BY 'QUANEX' DOW 995 O: OR DOW 8 OR DOW 899 SUPER SPACER BY 'QUANEX' SUPER SPACER BY 'QUANEX' �+ 2 M- 10 AT 1/4 POINTS ALL Si 10 AT 11/4 P 1 A I Q � / POINTS ALL SIZES 3/4" INSULATED 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '3A' a PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESIT WINDOWS PERFORMANCE VALUES OF IMPACT RESIST WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS O LO REFER TO SHEETS 7 THRU II FOR INSTALLATION DETAILS REFER TO SHEETS 7 THRU 11 FOR INSTALLATION AILS REFER TO SHEETS 7 THRU 11 FOR IN DETAILS REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS i. WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS '3A' WINDOW DIMS. GLASS TYPE '2•, GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' 0 WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. {-) WIDTH HEIGHT EXT. (+) TNT. (-) EXT. (+) 1 -) WIDTH HEIGHT EXT. {+} 1 -) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) TNT. (-} EXT. (+) TNT. (-� W 0 W 24' 110.0 180.0 110.0 180.0 24' 110.0 160.0 110.0 160.0 24' 110.0 118.4 110.0 120.0 19-1/B" 110.0 195.0 110.0 195.0 IZ IL 30` 110.0 144.0 110.0 144.0 30" 110.0 120.0 110.0 120.01 *448 81.8 110.0 120.0 V) 26-1/2" 110.0 166.2 110.0 166.2 g 36' 110.0 120.0 110.0 120.0 36" i 10.0 111.3 1 i0.0 120.0 3 72' "'ii4.7 64.7 90.0 90.0 26" =CV 37" 110.0 166.2 110.0 165.2 z n o 42' 110.0 120.0 110.0 120.0 42' 92.7 92.7 96.9 102.9 42' 55.2 55.2 90.0 90.0 Lf)M 48` 110.0 111.3 110.0 120.0 48" 82.1 82.1 84.8 90.0 48' 53.7 53.7 90.0 90.0 53-i/8' 110.0 120.0 110.0 120.0 M 54" 93.8 93.8 110.0 120.0 54' 48' 74.2 74.2 90.0 90.0 24" 110.0 114.8 110.0 120.0 19-1/8 110.0 195.0 110.0 195.0 ¢ a 57' 87.0 87.0 i 10.0 116.9 57" 70.4 70.4 90.0 90.0 78" 4.6 74.6 110.0 118.9 26-1/2- 38-3/8" 110.0 163.0 110.0 163.0 •• N • o ••••i• F 60' 3&, 81.7 81.7 120.0 114.3 60' 69.0 69.0 90.0 90.0 6' 5 . 58.4 90.0 90.0 37 1 i 0.0 116.8 110.0 116.4. cn •_ $•� • 63' 77.0 177.0 120.0 1 112.0 63° 64.6 64.6 1 90.0 90.0 42' 49.6 *49.690.0 90.0 83-1/8' 89.3 89.3 110.0 112.6•• •• (966' 72.7 72.7 90.0 90.0 66" 60.5 60.5 90.0 9 24' 110.0 110.0 120.0 19-1/8" 110.0 185.7 110.0 185.7•' " N (. o W69` 68.5 68.5 90.0 90.0 69' 57.0 57.0 90.0 90.0 30" 84" 69.8 90.0 90.4 • •• • • 72" 64.7 64.7 90.0 90.0 72' 53.7 53.7 40 90.0 36" 51.6 51.6 "%&o 90.0 26-i/2" 50-5/8" 110.0 139.4 110.0 147.2• •• • ••••• • • 75" 61.4 61.4 90.0 90.0 24' 110.0 151.0 0.0 37" 100.9 100.9 110.0 116.8 154.3 24' 94.1 94.1 110. 120.0 •• • 0 � ••••• 78" 58.4 58.4 90.0 90.0 30' 109.7 109.7110.0 120.0 30' 96' 61.6 61.6 90.0 0.0 53--1/8" 72.1 72.1 85.3 85-300 •• • • •••••• 81' 53.4 53.4 90.0 90.0 36" 93.8 110.0 120.0 36' 45.6 45.6 90.0 90. 19-1/8 110.0 177.5 110.0 177.5'• •• "' w •• 84" 51.6 51.6 90.0 90.0 42" 81.7 81.7 96.9 102.9 24' 74.8 74.8 90.0 90.0 11z26-1/2" 109.1 109.1 1 i 0.0 120.d' • • o ••••i• 108" 63" • o • N • • 87" 49.9 49.9 90.0 90.0 48' 54` 7 74.2 90.0 90.0 30" 59.9 59.9 90.0 90.0 37" 74.9 74.9 110.0 110.2• • 2 9 o % o � �••••� 24" 110.0 168.0 110.0 168.0 54° 1.6 71.6 80.0 80.0 24" 120" 63.2 63.2 90.0 90.0 53-1/8" 61.3 61.3 81.3 81.3 C 30 110.0 144.0 110.0 144.0 57" 67.6 67.6 80.0 80.0 24' 132' 49.8 49.8 90.0 90.0 " � La r 19-1/8 110.0 120.0 110.0 120.0 y b a. a. 36' 110.0 120.0 1fo.0 120.0 60' "00 64.0 64.0 80.0 80.0 24' 144' 43.8 43.8 90.0 90.0 26-i/2" 74-1/4' 95.4 95.4 110.0 120.0 u 7 - 48` 92.7 92.7 96.9 102.9 2.- 110.0 120.0 110.0 120.0 37" 60.4 60.4 90.0 90.0 WOW. WIDTH 54" 81.7 81.7 96.9 102.4 0' 96.9 86.9 110.0 120.0 �---�{ TE: O v r. an o 57° 76.7 76.7 90.0 90.0 36" S1.7 81.7 110.0 114.3 II a own a2° LO AREA LIMITS > o 60" 72.1 72.1 90.0 9 42" 60" 72.1 72.1 90.0 4o.0 FOR 10, -195 PSF = 9.32 SQ. FT. L °c ti 63' 67.65 657.9 90.0 0.0 46' 69.0 69.0 90.0 90.0 WINDOW LENGTH +1 -120 PSF = 16.2 SQ. FT. +90, 0 PSF = 24.0 SQ. FT. �, 88" 63.9 63.9 30. 90.0 54' 64.0 64.0 80.0 80.0 Z /j e_ 69' 58.8 58.8 0 90.0 57' 61.2 61.2 75.8 75.8 %/� i' e Engn JAVAO AHMAD a, a 72" 55.2 55.2 90.0 90.0 24" 110.0 120.0 110.0 120.0 // CML PRODUCT REVISED 75" 52.2 90.0 90.0 30" 88.9 88.9 110.0 120.0 %%' a p FLA. PE I 0592 emplyinS with dw Florida o " � z_ CAN. 35 Du`��:1gCode // 78' 49.6 49.8 90.0 90.0 36" 66 72.7 72.7 90.0 90.0 3 Accep No �5' �•lIv o 81` 47 47.6 90.0 90.0 42' 63.9 63.9 90.0 90.0 iration toQD tA 48' 1 1 60.5 60.5 1 40.0 90.0 " NOTE: TE: NOMiami ado Produ _ drawing no. 4 015 GLASS CAPACITIES ON THIS SHEET ARE WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED MAY VU99-10 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. BASED ON ASTM E1300-09 (3 SEC. GUSTS). sheet 6 of 11 FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING z SEE SHEET 9 FOR DESCRIPTION TYPICAL ANCHORS TYPICAL ANCHORS 0 .1-SEE ELEV. FOR SPACING /---SEE ELEV. FOR SPACING w SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION 2 0- MEIAL IL STRUCTURES 1 3/8' SEALANT SEALANT 0 0 4 z 0 0 to. 4 2 1/8, 4 -Z 49V .0 IN i N T47' V. MIN. J" Mjh4 1 M 4 z 2-1/2" MIN 2-1/2--MIN. - Z L0 w INSTALLATION TYPE '1.' WOOD BUCK TYPE-if INMLLATION TYPE '2' WOOD -BUCK TYPE '2' MATER PRESSURE TREATED 04 WATER PRESSURE TREATED Im m 0 TYPICAL INSTALLATION DETAIL PICAL INSTALLATION DEML ATEACHMENT I ON ALL FOUR SIDESIUSING WOOD ON ALL FOUR SIDESIUSING WOOD METAL STRUCTURE in C3 m 0 0 C3 TYPICAL ANCHORS TYPICAL ANCHORS V) ,/—SEE ELEV, FOR SPACING ,--SEE ELEV. FOR SPACING TYPICAL ANCHORS c', SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION SEE ELEV. FOR SPACING SEE SHEET' 9 FOR DESCRIPTION On) 04 Wt 1 3/8' 0 SEI SE S i SEALANT EALANT-\ 02 .0 T* 80 �u x X:X; 4 4k 2 7/8' 43 2 1/8, q1q MIN. so CK INSTALLATION BY OT14ERS BUCK INSTALLATION BY OTHERS so*** T-TACHMENT T OR 0 0 : I' MiN. .6PPROVED MULLIONS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLAT-IQN TYPE '4' WOOD EIQ�K TYPE-.!I: 0 a. 10 z 1 2 -3 MMRLAL@ PRFSSURF TRFATFn PRESSURE TREATED TYPICAL INSTALLATION DETAIL JOCAL INSTALLATION MAIL o 4-1 ON ALL FOUR SIDEVILISING WOO ON ALL FOUR SIDESIUSING WOOD > n-::: C-81 Engn JAVAD AHM PRODUCT REVISED 4m CML as complying with the Florida < FLA. PE 1 705112 = CAN 3538 Building Codle .0 Accx4cpta-nce No ro io )!Fat, r*jmlion Dal L--�j By I do 'a. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN RmI oduct drowing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 042015 M'ml W99-1 0 THEM TO THE BUILDING STRUCTURE. INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 0 TYPICAL ANCHORS o) SEE ELEV. FOR SPACING O1 SEE SHEET 9 FOR DESCRIPTION O J Ar N I TYPICAL ANCHORS TYPICAL ANCHORS ETAL a N 0 STRUCTURES Q: O v SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING O J SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION 0. LG C x Q a as +\ 4c X 4 4 a X r 4 ° P 1/8' ° ° z4 0 `r v' $ 1/8' �l• 2 Nl o aQ ° v �. < MIN, t7 � .. nl H N Q d 1° VIN. c 1' MIN 2-1/2" MIN. 2-1/2�- M�IN In INSTALLATION TYPE '1' SNOOD BUCK TYPE '1 „ INSTALLATION TYPE '2' ' ' MATERIAL: PRESSURE TREATED T RESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION ATTACHMENT TOcn 0 L ES US G S U O METAL STRUCTURES x � N N r Oi TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS N co SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 0 Sen EE ELEV. FOR SPACING SEE ELEV. FOR SPACING N z. SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION ••• N •• • ••••• 1 3/8' •••••• (�•��' ••••• — • w ...... ..... • • X¢ N K N ••:••� • • • •••• Ez I H •• •• r � •••�• •••••• z w • ,y ,,, • • • • '^ ••••• In 2 7/8' v q 2 I/8 •••• a ••••: ° NIN ATTACHMENT TO d 4 —SOCK INSTALLATION BY OTHERS ; ° ' ' $UCK INSTALLATION BY OTHERS v Z o PROVED MULLIONS I $ _ _ $ 1 . INSTALLATION TYPE '3' OD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' 2 aorto MATERIAL: PRESSURE TREATED MXTERIAL. PRESSURE TREATED > c TYPICAL INCTAI TYPICAL INSTALLATION DETAIL ON ALL R .' &SING WOOD ON ALL FOUR SIDESUSING WOOD E„yr. DR. HUMaYouN FAQ a STRUCTURES PRODUCT REVISED j 4v � FLA. PF. # 161557 �complying with Ow Florida 2! � z C N. 353a BU' g Code o s3' AcoepNo ts��51Z�f0 0 )3x nation to /,�j$ WOOD BUCKS BY CGI CORP., MUST SUSTAIN By drawing na. Mism ado LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ) 4 ?.Llt�i W99--10 THEM TO THE BUILDING STRUCTURE. sheet 8 of 11 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES v OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS I1 ANfi:II�, WOW. WIDTH l � o REFER TO SHEETS 7 & 8 FOR DETAILS REFER TO SHEETS 7 & 8 FOR DETAILS REFER TO SHEETS 7 & 8 FOR DETAILS REFER TO SHEETS 7 & 8 FOR DETAILS K t #t lei v �F13 - j WINDOW DIMS. EXT. (+) WINDOW1 DIMS, EXT. WINDOWI DIMS. EXT. {+) WINDOW DIMS. E (+) WINDOW DIMS z OR WIDTH HEIGHT INT. (-) WIDTH HEIGHT INT. (-) WIDTH HEIGHT INT. (-) WIDTH HEIGHT INT. (-) WIDTFt HEIGHT T1NT. (-) WINDOW LENGTH z 24' 195.0 24" 195.0 24" 195.0 24" 195.0 19-1/8" 1950 Q Z 30" 195.0 30" 195.0 30' 195.0 30" 174.9 I �/� I 26-1/2" " 195.0 i// Q g a 36" 195.0 36' 195.0 36' 179.3 36" 150.6 26 0 /„ p, 42' '195.0 42' 195.0 42' 162.7 42' 133.5 37" 195.0 O U 53-1/8` 195.0 3 � � 48' 193.6 48" 181.5 48" 151.3 48" '108" 121.0 $ .. 19-1/8' 195.0 28 � t] 54` 195.0 54" 191.2 54" 143.4 54" 111.5 26-1/2 195.0 57' 195.0 57' 172.1 57' 140.5 57' 107.7 38-3 d 37'" 195.0 NOTE:. `v Q rhi 60" 184.4 60' 156.4 6p' 138.3 80" 104.2 53-1/8" 195.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED O w 36 Be72" VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 9OG 1> Q 63" " 172.1 63' " 143.4 63" 136.6 24" 188.2 19-1/8' 195.0 INTERPOLATION BETWEEN SIZES ALLOWED. IL Q O vi vi66' 161.3 66" 132.4 66" 128.0 30" 154.9 26-1/2` 195.0It ca " " 50-5/8' 0: O tv 69 189.8 89 153.7 69 134.7 38p 120, 132.9 37' 195.0 Q 1 �d 72' 179.3 72" 143.4 72' 134.4 42 117.3 53-1/8" 195.0 75" 169.8 75' 134.4 75" 124.1 48" 105.9 19-1/8" 195.0M 78" 161.3 78" 126.5 78' 115.2 Be 97.1 26-1/2" 195.0 Q z 81" 153.7 81" 119.5 81' 107.6 24" 193.6 37" IM 169.3 8$ 146.7 84' 113.2 84' 100.8 30' 158.9BW 1 MITI M = 87" '168.3 87" 129.1 87' 113.9 36" 132" 135.9 19-1/8' 195.0 J 24" 195.0 24" 195.0 24' 195.0 42' 119.6 26-1/2' 195.0 30" 195.0 30" 195.0 30' 184.4 48" 107.6 37" 74-1/4" 168.9 p 38" 195.0 36" 184.4 36' 161.3 24" 195.0 53-1/8' 137.6 z 8 42' 195.0 42" 170.2 42' 145.6 30' 162.1 o Q tj 144' w O W 48" 184.4 48' 161.3 48 134.4 36" 138.3 x C3 H a 54' 195.0 Be 156.4 54' 126.5 42" 121.4 to N 57` 184.4 57" 155.3 57' 123.5 24' 181.5 ^ o 60" 170.2 60` 154.9 60" 121.0 30" 156" 148.3 I I to+j 63" 42" 158.0 83' 60' 140.8 63" 78' 119.0 36 126.3 O M 66' 147.5 66' 129.1 66" 117.3 69" 172.9 69" 148.9 69' 116.1 C14L 72' '162.7 72" 138.3 72" 115.2 _ •• • w i!g• •• 75" 153.7 75" 129.1 75' 114.7 TYP CAL ANCHORS` 78" 145.6 78" 121.0 7$ 114.6 ,.�LEV F{ t SPACING •••••• K_V O ••••• •••i•• fn >.6 0 � ••••i " 1�IDIX l�tK409 11 HY. .` VT (1'oa163 [IIx I y= ?R51 •••• • 81" 138.3 81' 113.9 81" 106.4 - 4_ _ • • 84' 131.7 84' 107.6 24' 195.0_ "ff+fA1Y81s1 $Ym'I`1 .3 {l• f I4 (.I 1 _ ••.• •040, • • ••• 87' 150.9 87 122.3 30' 168.3 i#f ef� -' yjgj .tea 00000• • • 060.0 24" 195.0 24" 195.0 36 146.7 <r � - �••�•� • 00 4- F�NETI'��TI6N 1N�'C'._ll�it2M W 30" 195.0 30" 182.2 42' 131.760009;ICY _INTO Cf1tdG.' S?R_ i # • • • • o i 36' 193.6 36" 181.3 48' 121.0 ,1 1 4" Mlk',' EMBED INTO_=NC_ OR MASONRY' : ••• � � N '_ ....: 42" 184.4 42 147.5 54" 113.2 0� BLOCK,, a � 48" 181.5 48" 138.3 5T 110.2 PIKE G`TLY INTI CONC, FII LED ${`Q� ami 54" 1$1.5 54" 132.4 60" 107.6 1 _314" MIN:; EMBED, iNTO C©NC;' bR FILLED OLQb7 176.0 57- 1.30.4 BY 105-.4 914 SMK_b"_ELF' DRILLIbIG SCRE 1;!<S °' a (G1Z,4DE_,2 cRs)' 60" 161.3 60' 129.1 66" 103.5 rn INTC1 MIAMI-DARE COUNTY._APF'FtOVED._MULLIONS' {MIN. TFK. _ 118") 63" 48" 148.9 63' 66° 128.3 69" 102.0 1'_0E_86" 138.3 86' 128.0 72" 100.8 I NTU METAL STRUCTURES" STEELS�` 12 GA.) MtK) (F` _ 35 KSf MIN.) W, °cx - 68 161.3 69' 128.0 75 89.9 AbAukUM _i 1 al_Tl�rf; MIN, (-6063-T5 MIN.) 72" 151.3 72" 128.0 24" 195.0 (STEEL:,IN CaNTACT_WITH ALUMINUM.fi0_.BE PLATED;;DR FAINTED} 75' 142.4 75" 125.7 30' 172.1 T " 78" 134.4 78' 117.3 36' 148.9 TYPICAL EDGE' DISTANL' Engr. JAVAD AHMAD PRODUCT REVISED e g CNIL as complying with tine Flodda i N 81" 127.4 81" 110.0 42' 132.8 INTO` PIONCRETE AND, MASONIC' = Z-1�1V MIN.", FLA. PE 70592 Building Code o s " Acct lance No 84' 121.0 84 103.5 48' 96 121.0 INTO W(I�,[ STRUCTURE ( tlI N.." Ac i p Date 87' 138.3 87" 117.3 Be 112.2 iNT(? META1- aTRC117RE (S! ti m -o t U 13 NOTE 57e 108.7 1111_ BIBS DS, Mild; 04 � � Miam de ProdaRIM ci drawing no. INTERPOLATION BETWEEN SIZES ALLOWED. so 105.8 CUidCREIE �� W99-- 1 83" 102.9 Gv 9fl H 1. , .I L K_ 'f.,AM S f`rtt1 !�,12f ._0 66" 100.6 sheet of 11 PERFORMANCE VALUES OF PERFORMANCE VALUES OF PERFORMANCE VALUES OF PERFORMANCE VALUES OF PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS I 111NDOTI S. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. EXT. (+) txr. (+) EXT. (+} EXT. <+) EXT. (+) EXT. (+} EXT. (+) EXr. {+) EXT. (+) t ' WIDTH HEIGHT `,,_[W. (-) INT. (-) WIDTH HEIGHT INT. (-) INT. (-) WIDTH HEIGHT INT. (-) INT. (-) WIDTH HEIGHT INT. (-} INT. (-) WIDTH HEIGHT INT. (-) INT. (-) Q 24' O 195.0 24" 169.1 195.0 24" 148.0 195.0 24" 126.9 195.0 19-1/8' 195.0 195.209' 30' 195.'' 195.0 30" 145.7 195.0 30' 124.6 174.5 30" 105.2 175.4 26-1/2" 26" 195.0 1) IL 2 36" 195.0 195.0 36" 131.6 195.0 36" 109.6 153.5 36" 91.1 151.8 37' 195.0 195.0 0 U 42' 148.0 .0 42' 123.0 184.5 42' 99.5 139.3 42' 81.2 135.3 53--1/8" 163. . 195.0 48' 157.9 195. 4B' 118.4 177.6 48` 92.5 129.5 48" 96' 74.0 123.3 19-1/8" 0 195.0 �+ °' 54' 131.6 195.0 54' 116.9 175.4 54' 87.7 122.8 54" 66.6 114.4 26-1/2" 192.1 195.5 D N 5T 121.4 182.2 7" vq 105.2 157.9 57' 86.0 120.3 57' 66.5 110.8 37" -3® 173.9 195.0 a 0 60' 112.8 169.1 60 95.7 143.5 60" 84.6 118.4 60' 64.6 107.6 53-1/8' 130.9 195.0 O no: Q,Q 63' 35" 105.2 184.2 63" 54" 87.7 153.5 63" 72" 83.5 116.9 63' 62.9 104.9 19-1 195.0 195.0 Q a?J 66' 123.3 172.7 66" 101.2 141.7 66" 82.8 115.9 68' 61.5 102.5 1/2" 172.1 195.0 a; _ 50-5/8 3 69' 116.1 162.5 69' 94.0 131.6 89" 82.4 115.3 24" 129.5 195.0 3T 143.4 '179.3 16 z W to s 72' 109.6 153.5 72" 7 122.8 72' 82.2 115.1 30' 106.9 168.1 53-1/8" 121.1 166.3 J 75" 103.9 166.2 75" 82. 131.6 75' 75.9 115.1 36" 92.1 144 19-1/8' 166.8 195.0 a W 78' 98.7 157.9 78" 77.4 Nt 123.8 78' 70.5 112.8 42" 81.7 8.3 26-1/2" 129.3 195.0 81' ;177.6 150.3 81" 67.7 . rt 63. 9 81' 78.9 105.2 48" 108' 74.0 118.3 37" 103.6 181.2 84' 161.5 84" 83.1 124. 84' 74.0 111.0 54' ;;683.8 . 107.2 53-1/8" 88.1 154.1 g 87" 154.4 87' 78.9 118.4 87' 69.6 104.5 57" .8 103.5 19-1/8' 172.3 195.0 `--I, 24" 195.0 24' 148.0 195.0 134.5 195.0 60' 100.2 26-1/2" 74-1/4" 131.8 195.0 Ln 30' 157.9 195.0 30" 126.3 189.4 30 112.8 180.4 24' 131.6 195.0 37' 103.3 1 165.3 z N 36' 148.0 195.0 36' 112.8 169.1 38' 98.7 157.9 30' 108.3 182.4 53-1/8" 84.1 134.6 O y 42" 145.4 193.3 42' 104.1 156.1 42' 89.0 142.4 3 " " Li- 92.9 139.3 w O W 48" 145.0 187.9 48' 98.7 148.0 48' 82.2 131.6 42" 120 82.0 123.0 0 54' 123.0 184.5 54' 95.7 143.5 54' 4 123.8 48' 74.0 111.0 a°� 2 cq 57* 112.8 169.1 57" 95.0 142.4 57' 75.5% 120 54" 67.9 101.8 { ' ; _ F-h 0 60 104.1 156.1 60' 94.7 142.1 60" 74.0 8.4 24" 133.2 192.4 m N M 63' 42" 96.7 169.1 63' 60" 86.1 142.1 63" 78" 72.7 4 3Q' 109.3 157.9 X14 SMS O r1 66" 112.8 157.9 66' 94.7 138.1 66' 71. 114. 36' 132' 93.5 135.0 AT 6' FROM ENDS oo --1 in 69' 105.7 148.0 69° 91.1 127.5 69" 0 113.6 42" 82.3 118.9 17" O.C. MAS(. "Of � .. AT HEAD/SILL jJAMB •5 p • •• 72" 99.5 139.3 72" 84.6 118.4 72' 70.5 112.8P "t 74.0 106.9 • �w 01� • 75" 94.0 150.3 75' 78.9 126.3 75' 70.2 112.3 24' 121.1 195.0 _ ••• •• w • O '0,09: ••i• H 0000• N .- 0 78' 89.0 142.4 78' 74.0 118 4 78' 70.1 112.1 30' 99.1 165.2 •••• u••0� 0 81' 101.5 135.3 81" 83.6 111.4 8 70.1 104.1 36" 1 84.6 141.0 a X000 . .0 ••• 84' 96.7 145.0 84" 78.9 118.4 4` 148.0 195.0 42" 74.3 '123.8 •i•••• 0 0 e0.0 • 87' 92.3 138.4 87" 74.6 112.2 30` 123.5 185.3 24' 1 195.0 r- 696696 • • � o b ••0• 24" 195.0 195.0 24' 164.4 19 36' 107.6 161.5 30' 156" 100.8 161.2 •••••• i z • 30" 172.2 195.0 30' 139Z 5.0 42" 98.7 145A 38" 85.8 137.3 • ' 0 0 ; w o 0• " 36` 157.9 195.0 36" 123.3 172.7 b8' 88.8 133.2 #14 SMS : •0• L'i a ••• 1-1/2` MIN. WOOD EMBED 42' 145.0 187.9 42' 11 157.9 54' 83.1 124.6 AT 6' FROM ENDS AND in 48' 148.0 185.0 48' 5.7 148.0 57' 80.8 121.3 17" O.C. MAX. I z z °z 54' 118.4 177.6 54' 101.2 141.7 60` 78.9 118.4 AT HEAD/SILLAAMB i" MIN. E. 10 60" 98.7 148.0 60' 0or 94.7 138.1 66" 76.0 114.0 100 63' 48" 91.1 159.4 8 66" 85.9 137.3 69" 74.9 112.3 INSTALLATION 'TYPE '5, o 0 4 r BY WOOD BUCK OR WOOD STRUCTURES _L4 66' 105.7 148.0 66' 97.9 137.0 72' 74.0 111.0 v 04 69' 98.7 136.1 69" 89.7 125.6 75 73.3 110.0 72' 92.5 12 - 72" 82.8 115.9 2.500 .845 ON ALL S U$ UM PUCK SYS TEM 75" 87.1 9.3 75' 76.9 123.0 in 78" 82.2 131.6 78' 71.8 114.8 .845 .065 Errgr: JAC�LAHMAD PRDDIICTREVISED al. 93 124.6 81" 80.7 107.6 .065 92 h°- I I� FLA. PE f 70592 complying with the Ffmi4 t 84' 8 133.2 84' 76.0 114.0 .562 IIb13Y I 1.1125 C'°`N' A ing CoNp1 5. i2.i� , 87" 84.6 126.9 87' 71.8 1 D7.6 S Bftx Trull to �� L�J $ 1.43NOTE` 125 .903 I� drawing no. • INTERPOLATION BETWEEN SIZES ALLOWED. ALUMINUM BUCK FRAMING DETAIL REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES ALUMINUM BUCK OPTIONAL COVER USE LOWER APPLICABLE VALUES. 6063-T6 6063-T6 sheet 10 of 11 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES V ALUM BUCK ALUM BUCK ALUM BUCK ALUM BUCK ALUM BUCK o 1 ELATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS j ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS WINDOW D1MS. T 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" Q.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" O.C. WINDOW DIMS. AT 17" O.C. AT 10" Q.C. Z • E {+} EXT. {+) EXT. (+> EXT. (+} EXT. {+) EXT. (+) EXT. {+) EXT. (+) EXT. (+) EXT. {+) 0 WIDTH HEIGHT INT. INT. {-) WIDTH HEIGHT INT. (-} INT. (-) WIDTH HEIGHT INT. (-) INT. {-) WIDTH HEIGHT INT. (-) INT. {-} WIDTH HEIGHT INT. (-) INT. (-) FMEN . a 24" 159.0 195.0 24' 121.1 181.7 24" 106.0 148.4 24' 90.9 151.4 19-1/8' 194.2 195 d ,. g 30" 145.4 3.8 30" 104.4 156.6 34' 89.3 1 125.0 30' 75.4 125.6 26-1/2" 26" 173.9 .0 C U 36" 141.3 18'. 36' 94.2 141.3 36' 78.5 108.9 36" 65.2 108.7 37" 146.8 195.0 {i 42" 106.0141.3 42" 88.1 132.2 42' 71.3 98.8 42' 58.1 96.9 53-1/8' 117 175.6 C 48" 113.1 141.3 8" $4.8 127.2 48' 66.3 82.8 1 48` 96' 53.0 88.3 19-1/8* .2 195.0 0 54" 94.2 141.3 5 83.8 125.6 54' 62.8 87.9 54' 49.2 81.9 26-1/2" 38 137.6 183.4 D e{ -3 �`' 57" 87.0 130.5 57' 75.4 113.1 57' 61.6 86.2 57' 47.6 79.3 37" 124.5 166.1 c 0 IL Q 8 60' 80.8 121.1 60" 68.5 102.8 60" 60.6 84.8 60` 46.3 77.1 53-1/8" 93.8 140.6 0 ti 63" 36' 75.4 131.9 63' S4' 62.8 109.9 63" 72" 59.8 83.8 63" 45.1 75.1 19-1 155.5 184.4 0 �} O 68" 88.3 123.7 66" 5 101.5 66' 59.3 83.0 66` 44.1 73.4 1/2" 123.3 154.1 a U. " 50-5/8' LL Z H U. 69' 83.1 116.4 69° 67. 94.2 69" 58.0 82.8 24" 92.8 145.8 37" 102.7 128.4 1 It1 72" 78.5 109.9 72' 62.8 87.9 72" 58.9 82.4 30' 76.6 120.4 53-t/e" 86.7 119.1 W 75' 74.4 119.0 75" 58.8 �4-2 75* 54.4 82.4 36" 86.0 103 19-1/8' 119.5 195.0 78" 70.7 113.1 78" 55.4 . 78" 50.5 80.8 42' 58.5 .9 26-i/2" 92.6 162.1 81" 80.8 107.7 81" 62.8 83.8 81" 56.5 75.4 48" 108' 53.0 83.3 37" 74.2 129.8 '- N rn 84' 77.1 115.6 84` 59.5 $9.3 4' 53.0 79.5 54' 48. 76.8 53-1/8" 63.1 110.4 _i 87" 73.7 110.6 87" 56.5 84.8 8 49.9 74.8 57` 2 74.1 19-1/8' 123.4 195.0 24" 127.2 169.6 24' 106.0 159.0 24" ,.,w 96.4 154.2 60" 45.7 71.8 26-1/2" , 84.4 151.1 p 74-1/4 z N in 30" 113.1 150.8 30" 90.5 135.7 30" 80.8 129.2 24" 94.2 141.3 37' 74.0 118.4 O 36' 106.0 141.3 36" 80.8 121.1 36* 70.7 113.1 30" 77.5 116.3 53-1/8" 60.3 96.4 w O w 42" 103.8 138.4 42' 74.5 111.8 42" 8 102.0 36* 120' 66.5 99.8 x C3 48" 103.8 134.6 48' 70.7 106.0 48' 58. 84.2 " 58.7 88.1 =N 54" 88.1 132.2 54" 68.5 102.8 54' 55.4 88.7 48' 53.0 79.5 ? V) jo- Imi 57" 80.8 121.1 57` 68.0 102.0 57` 54.1 .6 54" 48.6 72.9 � O N M is 6U' 74.5 111.8 SO' 67.8 101.8 60" 53.0 24" 95.4 137.8 a 63" 42 69.2 121.1 63° 60* 61.7 101.8 63" 78" 52.1 83.4 30" 78.3 113.1 op .��. 9n LL- 66" 80.8 113.1 66" 67.8 98.9 66' 51.4 82.2 6* 132' 66.9 96.7 #14 SMS • • as '' •••• 69" 75.7 106.0 69" 65.2 91.3 69" 9 81.4 4 58.9 85.1 •.. AT 6' FROM ENDS ••.' ; 1 • C7 •• 17" O.C. MAX. ••••+• • •••• 72" 71.3 99.8 72` 60.6 84.8 72" 50.5 80.8 48" 53.0 76.6 • fS�p p , N AT HEAD/SILL/JAMB *0•••• to U o )+'. • 75' 67.3 107.7 75" 56.5 90.5 75' 50.3 $0.4 24' 86.7 144.5 •••• as 0 78" 63.8 102.0 78' 53.0 84.8 7$" 50.2 80.3 30" 71.0 118.3 � •••• • • ••• all 72.7 96.9 81" 59.9 79.8 81' 50.2 74.5 38" 144 .6 101.0 N 84" 69.2 103.8 84' 56.5 84,8 106.0 159.0 42" 53. 88.6 °.� N 00*000 •• •• • •• • 87' 66.1 99.1 87' 53.6 80.3 30' 88.5 132.7 24" 88.3 141.3 ! Ld r •••••• W x W Y • • • • Ih N V1 • 24" 141.3 176.7 24' 117.8 164.9 36' 77.1 115.6 30" 156* 72.2 5.5 • • • v •••• • = o 30" 123.3 154.2 30" 99.8 1 42" 69.2 103.8 36' 61.4 98. w c i ••• Z, a •••i 36" 113.1 141.3 36" 88.3 123.7 48' 63.8 95.4 4 ° - ••A - - b •• • a • 4Y 103.8 134.6 42" 80.8 113.1 54" 59.5 89.3 q - Q ' d � o n' ., ' v o 0 2 '1/2 MIN. 4 '1/4 DIA. KWIK-CON/ULTRACON y z o a o 48" fd6.0 132.5 48" 7 106.0 57' 57.9 86.9 ° EDGE DIST. d �1-1/4" MIN. CONC. EMBED 19 9 z '711 " w _ a MIN- F11 I Fn R1 K FMF;Fn 57" 77.1 115.6 57' 71.4 100.0 63" 84 55.4 83.1 AT 6' FROM ENDS AND 60' 70.7 105.0 60' 67.8 98.9 86' 54.4 81.8 17" O.C. MAX. (10° O.C. ALT.) c y o '�' U263' 48" 65.2 114.2 63.",o86" 61.5 98.3 69" 53.6 80,4 LLA AT HEAD/SILL/JAMB v o $ IV 68" 75.7 106.0 70.1 98.1 72" 53.0 79.5 LL o x - L T 69' 70.7 96s ss" 64.2 $9.9 75' 1 52.5 1 7$.e ON ALS_ FOU SIDES�USING ALUM! BUCK S YSTEM 72' 66.3 92.8 72" 59.3 83.0 75" 62.4 75' 55.1 88.1 Engr. JAAHMAD CIVIL A LPRODUCT RF.VLSED .� 78" 58.9 94.2 78' 51.4 82.2i a FIA. PE L70592 mplYins will*e Fta" Ig Code 8 Bu'' 81" 68.9 89.3 81` 57,8 77.1 CAN. Accep' Na 15'4 12.1r, Li 95.4 84" 54.4 81.6 Ftacpiratsan to v 87" 60.8 90.9 87' 51.4 77.1 I+rDade Product drawing no.13t " �► ALUMINUM RUCK FRAMING DETAIL 2� W99-10 99_� 0 INTERPOLATION BETWEEN SIZES ALLOWED. REFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. sheet 11 of 1 1 �yT MEMBER M * 2.075 ��`_'•�-2,085 VENT,100 CGI-3871G .768 TYP. 835 M FRAME MEMBER Z o 1.307 CGI--373 - J 1.510 C J Fanj 2.965 2,215 1.625 IL Gf g .080 TYP, 625 I I O O .798 2.000 _ _ d 1.0100 Q! p U. FRAME 9 FRAME MEMBER a ti CGI-386 , ► i CGI-386 p FRAME 6063-T6 3.000 73 6063 C h Q 6063-T6 � �ap G 2.215 4.000 I Ll :Lj FRAME MEMBER Q 1�1 �+,w io 160 CGI-373 LL z N- 0 n 31 VENT MEMBER a all , .715 1.500 CGI-387 .100 875LOGO 2,000 3,000 .000 N 111 ALL MULLIONS: 8063-T6 ALLOY, 1/8" TYP.:WALL TIiICKN£$S � 750 to 1.876 ,125 -� MULLIONS CONTAINING WINDOWFRAME—MEMBERS)ATEACH SIDE LL625T HOR120NTAL QR VE, TICAL a o VENT SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING in tj CGI-387 1 X4X1/8" Q OW 6063-T6 1_ X,2 X_1/8-. 1 X 3 X 1/8" TUBE MULLION Z a ti 4,000 TI1t3E MULLION TUBE MULLION 250" TYP. O Z N HOLE WOW. FRAME WOW. FRAME WOW. FRAME Q � � NM M 2.213- - .215 160 • • Z Z'�li •••�• .. o •d o • Q ALUMI UM [IBE UL QN v m ••••• 1,500 WIND�}�1f FEM MEMBER INCLUDED IN PROTER'PIES Ix IN-4 SX fN^3 Ix IN-4 sx IN 3 ix IN"4 Sx fN�3 • 9�Q. 100 1.116 .892 1.734 1.156 2.821 1.411 • • •••••• • • •••• MIN USE WITH: ..'..' � • ' ...�• 1- FF2 [NG'VEMBER #373 Mitt' 750 2— FRAMING MEMBER #386 + 387 JNSTRUCTiONS: ��:: w ,�,0 00 3- FRAMING MEMBER #386 + 3871G USE CHARTS AND GRAPHS AS FOLLOWS. . • o o c • • • U N N ••••• ALSO ANY COMBINATIONS OF ABOVE. �• o j • STEP DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 VENT FOR PARTICULAR OPENING.NOTES u Ll CGI--3871G �� USE CONNECTION OF WINDOWS TO MULLION AS PER 6063-T6 THIS PRODUCT }IAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE PRODUCT APPROVAL. o p REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITYUSING GRAPHS ON SHEET 2 & 3 SELECT MULLION SIZE HURRICANE ZONE (HVHZ). S WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. c a� ® 8 ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE g APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER USING GRAPHS ON SHEET 2.1 & 3.1 VERIFY ANCHOR CAPACITY H o o INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. -STEP 4 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED o o w WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER IN STEP 1 ABOVE. c `W' DIMENSION 125 LOADS TO THE STRUCTURE. CAPACITY OF CGI GLAZING PRODUCTS AND MULLION MULLION 'W' - 1N. 2,000 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT MUST EQUAL OR EXCEED REQUIRED LOADS. m 2° 1.688 TO BASE MATERIAL SHALL BE BEYOND WALL COVERING STUCCO, TILE ETC. Engr. JAVAD AHMAD I u }. CML PRODUCT REVISED c'o•, �-� 70592 as complying with the Florida r 3" 2.688 ANCHORING CONDITIONS OTHER THAN THOSE SHOWN 1N THESE DETAILS CAM FIA, PE 36 Buildatg Code �� 1� O 4° 3 688 Ll - ARE NOT PART OF THIS APPROVAL. Acceptance No Mij 2 000 A LOAD OURAMON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Gx ration Date � v u MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO ul_ O1a 13 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS altroduct drawing no. MULLION CLIP OF THE FLORIDA SLOG. CODE. Miami de CGI-383 MULLION CLIP M95-13 6063-T6 6063—T6 THESE VULUONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT sheet 1 of 5 MULLION LOAD GHART MULLION LOAD CHART MULLION LOAD CHART "' r 1 x 2 TUBS MULL m 1 x 3 TUBE MULL 54" 14 M1X2-2 M1X3-2 1 x 4 TUBE MULL N N m M1X4-2 g N / H-5/8 MULL SPAN(10 m 0 o 63" MULL SPAN i'• IL m CG U) IL Q. CL Ci w t m t34 L9 72" M LL SPAN C t� 1 14 tj c7 'd Q� O � Q� a a o oN o� paao .� N p - H c� 0 pL 3 0 En 3" MU L SPA N N 2" lSl 4„ Q C3 uj Quj C3 S WHp a) s� 00 t9 4" N .0 �0 ula m 126" .. 20 25 30 35 X40 45 50 55 20 25 30 35 40 45 50 55 20 25 30 35 40 45 so 55 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES a CA LE0 to � F-• • • z •e#A 0000• F- • i'- % • 0000•• >Q> 0000• CONSULT CORRESPONDING NOA 0000•• J M ••••: FOR WINDOW ANCHOR LOCATIONS 0000 Ld � oil* e •0000• Z _ 0000 CUPANCHORSI 000000 0 �•�_: M sio•• HORIZONTAL s• Do J erg v `0:0 MULLION ' O`—� •oe••o g U�-g • • • • • • • 0000• • • • • • • goes• VERTICAL GLAZING •• • • is • MULLION PRODUCT O I` f C N U GLAZING GLAZING 30. ° PRODUCT PRODUCT 2 m CLIP a s F GLAZING ANCHORS PRooucr MULLION CHARTS r r ON THIS SHEET APPLY TO ° MULLION CONDITIONS SHOWN ON L S O W 4 V CLIP MULLION ELEVATIONS AT LEFT ONLY. ANCHORS SPAN � s T Wt W2 Engr: JAVAD AHMAD CIVIL PRODUCT REVISED FLA. PE # 70592 ns complying with the Clorids CA 3538 Building Code t�.��,©� v p ,I Acceptance No q v X o u TRIBUTARY WIDTH = W1 2 W2 Bx irntion Date 1[ drawing no. . 9 T�Prca+ Mu�uo�v AI��vctE �'�"x`' a�g`odU�le�� ,lu 2 0 M95-13 sheet 2 of � ANCHOR LOAD CHART ANCHOR LOAD C� ANCHOR LOAD CHART ANCHOR LOAD CHART 2 ANCHORS AT MULLION ENDS 2 ANCHfJRS AT MULLION EN05 Im2 ANCHORS AT MULLION ENDS 2 ANCHORS AT MULLION ENDS A25 ui ANCHORS 'A' .Oi ANCHORS 'BH' ANCHORS 'BF' ID tV tV92HOLLo51 N B�IILEo Z O OD �-5/ ' 54 � t9 0 � m 4,. is � a c .D .. It r+ LL� ,�� .0 to N 'a am a� a.� O 3 N .� Ow a� J� 4 O� Na0 0JL < 2.. M LL z ` z 0-see Iz z u� - 0 c� Nm N� H` S4- a � � wm wm (n cntR LL .� .i O 4" O 108" O 'i 72" 63' MULL S AN Qj m � 120 72' b3- MULL S AN gI. 00 4" D .qty b- J M ANCHORS '8' 1 Q rn 614 q* 1 61 A 0 a v 20 25 30 35 40 45 5D 55 20 25 30 35 40 4S 50 55 20 25 30 35 40 4S 50 55 20 25 30 3S 40 45 S0 55 Q O TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES • • N •� • 0000• • • • Z fJ) • •• • p • •• • 0000•• Q •N&K c', 0000:• • 'n 0000•• � � �M � • • 0000•• 0000 W •(}� ••. O • • CONSULT CORRESPONDING ROA 0000• FOR WINDOW ANCHOR LOCATIONS Z 'az- g•� ••:••• ..... o fib• o ..... CLIP 0000• ••Qb� - 0000•• ANCHORS} ) ¢ -1 00 HORIZONTAL :••�• V 1� ••••i• MULLION of r. I 0 ANCHORS 0000'A' • 0000•• • APPLICABLE TO ANCHORS INTO OR THRU WOOD BUCKS 0404 VERTICAL GLAZING ANCHORS 'B' MULLION PRODUCT APPLICABLE TO ANCHORS INTO CONCRETE OR METAL a r C �+�-C1-fORS 'BH' o� o GLAZING GLAZING APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS 3a � PRODUCT PRODUCT �tn CUP y ANCHORS '$F' GLAZING ANCHORS APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS PRODUCT $ ANCHOR CHARTS c W ON THIS SHEET APPLY TO N o 0 MULLION CONDITIONS SHOWN ON e ELEVATIONS AT LEFT ONLY. CUP MULLION ANCHORS SPAN m Engn JAM AHMAD Wt W2 PRODUCTREVISED CIVIL as complying with the Florida J'CAPN', •70592 BuildingCuda 538 S. a Acceptance Nod •� W1 + W2 pirfuion Dat V TRIBUTARY WIDTH — ' 2 By drawing no. Miwalf ado Pro act Contr l 015 M95-13 TYPICAL MULLtON ARt�ANGEM NTS' sheet 2.1of 5 m TRANSOM MULL LOAD CHART m TRANSOM MULL LOAD CHART » TRANSOM MULL LOAD CHART (V 1x2 TRANSOM MULL N 1x3 TRANSOM MULL Lo tV 1x4 TRANSOM MULL T1X2-1 TSX3-1 T1X4-1 - g tQ 19 z 0 Q m3B-1/4- F' 53- MULL SPA 14001 (rl Im [*I m v G si C3 '-' 3 `� 53" MULL SPAN a C, JL4 38-1/4" M "' SPAN J . A Q 03�� Z'�� Z Z I% k 0 � H H M tR Q U, WLa Wm tu WLU `1 3" � m in - 74"tr r 74'• 04 is m Ln to M atn 74" Cml LSD a o 30 40 so 60 70 B0 30 40 50 60 70 0 30 40 50 60 70 so z TRIBUTARY WIDTH - INCHES TRIBUTARY WI - INCHES TRIBUTARY WIDTH - INCHES < 0 tTj t. � A z � 0000. . • 60 . O J4.0 • CONSULT CORRESPONDING NOA •••;" Q V) ••••• FOR WINDOW ANCHOR LOCATIONS 066000 M I • ARCHES TO BE INSCRIBED r7 0000 ` INSIDE RECTANGULAR SHAPE 0••••0 w l3 . • N 0000 z ,�LJi. Ln .06.• HORIZONTAL 0::::.0 0 0 0 p p .:..o �� M • MULLION 00-00- -J 000:0: U 40 —M • 000 0000. i • i GLAZING •• • : • ODUCT U d o N m � O CUP v o CLIP ANCHORS V, ANCHORS GLAZING GLAZING PRODUCT PRODUCT MULLION CHARTS ° N N o n ON THIS SHEET APPLY TO > $ N C o w 4 v ORIZONTAL MULLION AND IT'S E INCHORS ONLY. I Engr. JAVAD AH v� u o MULLION SPAN CMI. PRODUCT REVISED FLA. 70592 a c as complying Avilh the Tlortde C 538 Building Code 3 ^ Acceptance Not -042A.G7 ti v 'S TRIBUTARY WIDTH = W1 + W2 Ex iralionDate 2 By drawing no. TYPICAL MULLION ARRANGEMENTS lieu"i ale Product n[r MeJ,f JIM ' � �� sheet5 3 of 5 ANCHOR LOAD CHART ANCHOR LOAD CHART t ' 2 ANCHORS AT MULLION ENDS ANCHOR LOAD CHART 2 ANCHORS AT MULLION END /14�V �n 2 ANCHORS AT MULLION ENDS L� ANCHOR LOAD CHART �Y L0411 4 .� 2 ANCHORS AT MULLION ENDS bl tV ANCHORS 'A' lV ANCHORS '8' �� Ln ANCHORS 'BH' .� Cts B14R A ORS 'BF' ° t9 � 38-114" 02NOLLOV FILLED y O Im 3 @ Q � (*} E. WW M 38-114 LImg LL to In LL LL� 8-1 4" to LL a. D- 0 '` 0 0 � � q'a 0 ULL PAN 0 D -J 3" �� o� G1 0 ado Z En L S AN (n U)i r s �°° z d a' 9H 0 0 ULL PAN W in � 4• m tQ IM t` 4 `fl in N Ln Ln Ln 51 J 1 d d 0) (7 (c'l m O^ M 32! 40 50 60 713 BO 30 48 50 60 70 80 3fd 40 50 6s7 78 817 30 48 50 60 7P! B0 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCH '' TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES ¢ �• • • N ©�• LC ••••• • • • • •• • 0 '4•iV •• CONSULT CORRESPONDING NOA ••• •• Q ••�•t, O I'S ••••• FOR WINDOW ANCHOR LOCATIONS M • ` ANCHOR LOAD CHART •••••• �i $ NI "'•' ANCHOR LOAD CHART ANCHORS `A' •••• uj uj p •n rn • 4 ANCHORS AT MULLION ENDS Q 4 ANCHORS AT MULLION ENDS ARCHES TO BE INSCRIBED APPLICABLE TO ANCHORS INTO OR THRU WOOD BUCKS•••••• d !i 0 •••• > N (M ANCH BF' INSIDE RECTANGULAR SHAPE ANCHORS B 09:60: z •• •••• ANCHORS '8H' N Z LL i 94HOLLOW \38-114" 84 a HORIZONTAL APPLICABLE TO ANCHORS INTO CONCRETE OR METAL •• •:. o • ' M '•••;• `—Q • • MULLION 14NCdORS 'BFB' �••� � :2 U —0:2 � •••••• APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCK% • • ANCHORS '$F' i ••• •••••• APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS •• L9 GLAZIN \�t LL LL m _ PRODUCT (L IIU)Lf) c a Q . 0 0 J taP CU 0'� 6 ULL PAN Z� 4 CLIPY CHORS H _ ANCHORS a 4 0 Q- ANCHOR CHARTS c o g GLAZING GLAZING ON THIS SHEET APPLY TO ^a PRODUCT PRODUCT HORIZONTAL MULLION AND IT'S END ANCHORS ONLY. o� tq Erngr: JAVAD AHMADLa LO PRODUCT REvilh the VISED FLApC 74592 IVIL as complying% Ptorid9 CAN. 538 , Cl)� M MULLION SPAN Building Code Ea iration Date 1 �.� $ v u Acceptseuce Na a 30 50 60 70 86 30 40 50 60 70 813 RIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRI6UTARY WIDTH = Wl + W2 By drawing no. 2 R'1i%11111 dcpro uct ntr M95-13 TYPICAL MllLL10N ARRANGEMENTS sheet 3.1of 5 V M MULLION I MULLION I to I I TYPICAL ANCHORS I I I z 1 I 2 PER CUP I I I I Z 0 4 II Q �G REFER TO SHEET 1 FOR CLIP DETAILS L�f7i G 4 II I 4 II WITH 4 ANCHORS PER CLIP k6 jai I I EDGE GIST. 2BY WOOD B I` dOR �Typ EDGE SQ CN Q STRUCTURES rMETAL TURE WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Q �3 e � INTO 20Y WOOD BUCKS OR WOOD STRUCTURES INTO METAL STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM !L z AND TRANSFER THEM 70 THE BUILDING STRUCTURE. Q 13�?� TYPICAL ANCHORS: SEE ELEV. FOR SPACING NOTE` TYPE 'A'- 1/4' DIA ULTRACON ,�Y 'ELCO' (Fua177 KSI, Fy=155 KSI) a) FLOATING CLIP TO BE tn m MULLION 1 I I I SNUG AT INTO MULLIONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES TYPICAL ANCHORS i I 1-1/2" MIN. PENETRATION INTO WOOD ¢ Ln 4-------- --------- 2 PER CLIP 1 ^ THRU 1 BY BUCKS INTO CONC. OR MASONRY to �0, 9 it I MULLION- I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY p o 4 II r I I I TYPE '8'- ' (Fu=177 KSI, Fy=155•KSI)• N .C•Z I�r ••••• I I • • • Z • DIRECTLY INTO CONCRETE •• 0 or• N o D •.•••• y[wI •'y}DU• 0.0.'0.•. 1-1/2" MIN. EMBED INTO CONCRETE 3 0000• 1BY WOOD BU TYPE 'B'- LI-4-SMS OR SELF DRILLING SCREW (GRADE 2 CRSJ \ i " ��0�•� F21 ' z ^ a INTO METAL STRUCTURES STEEL 1/8" THK. MIN. Fy 36 KSI MIN.) 3a d / K. MIN. (6063-T5 MIN.)EOGE DIST. 3' 6 v ...... :•• ALUMINUM e ' de (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR 4IN1tD; • ••••• 4 D.- o I •, . • • • © d TYPE 'BH'- i/4• DIA. ULTRACON BY ELCO. (Fu=177 KSI, Fy=155•K;I • • ••'•• THRU 1 BY BUCKS INTO CONC OR MASONRY o • 4p a a DIRECTLY INTO HOLLOW BLOCKS W ' OFFSET CLIP OPTION 1-1/4" MIN. EMBED INTO MASONRY g TYPE 'BF'- 1/4" DIA. ULMCON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) 8 " U DIRECTLY INTO FILLED BLOCKS °m � o 1-3/4" MIN. EMBED INTO MASONRY C R o TYPIC& DGE DISTANCE I I I I 161 MULLION 1 " MULLION I I I I I INTO CONCRETE AND MASONRY = 2-1/2 MIN. I I I I I INTO WOOD STRUCTURE = 1" MIN. I I TYPICAL ANCHORS I I I I I 2 PER CUP I I I INTO METAL STRUCTURE = 1/2" MIN. 0 01 N y II rill WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN, e-NCONCRETE AT HEAD, SILL OR JAMBS Yc = 3000 PSI MIN. > I 4 C" C-90 HOLLOW/FILLED BLOCK AT JAMBS f'rn = 2000 PSI MIN. rn In Engr JAV AHMAD PRODUCT REVISED �I o e da a 14 1 V . •a a . c FLA. PE # 70582 BuildnglyCodeing vilhlheFlotlda e. I 4e CAN. 38 a 1.a\z I I Acceptance No3 /� m ° v iration Date 7 ° e 4 TY;. L9 J PRELA$T CONC. q, ° 4 I ivliRmi adeC+radvct drawin no. a $' • SILL EDGE OIST. g a ,1 - 0 X01. M95-13 DIRECTLY INTO CONC. OR MASONRY Sheet 4 of 5 1.250 MIN. 1.250 MIN, ACCESS HOLE r) ALUM CHANNEL Ap10, toj MULLION - i i i MULLION ` t 1' LENGTH TO1 FIT SN G 2/X 18" 114 CHANNELit I { TYPICAL ANCHORSI I t I INTO MULLION z • { I 1 PER ANGLE I I #14 SMS 2 PER m ANGLEO TUBE MULLION Q 8 3 11 It .r 2FIY WOOD BUC C'j EDGE DIST. THIS REW CAN BE { { Q OR 3, TYP. E OIS•, I LLEO IN EITHER I 1 d 0 W000 RES IREC11ON I 0 IL Q C METAL STRUCTURE 'TYPICAL ANCHORS 1 PER ANGLE #14 X 3/4 FH SMSI I tlj= INTO 2BY 0 D BUCKS 0 RUCTURES INTO METAL STRUCTURES 1 . R CUP AT 1x2 & 1X3 MULLIONJ 1 I TUBE MULLION LL z 2 PER CLIP AT 1X4 MULLION .� a ANCHOR DETAIL J1 N OI to MULLION 1 Q I I 1 M I I TYPICAL ANCHORS 1 I 14 SMS ^ ------ 1 PER ANGLE __.._—_-- _ I 2 R ANGLE d 1 1 Ln {n M iI z p �i o m *Q •..• : 0 . 4 � 1BY WOOD B I I ••••••• W 620N IY) � ••••' ••••• Z•g Z •�••• Q d d �V •••••• 0 •S•bL _ M •••• Q •••••• J 4 ^•0 g `' ••••• 3" Tttf1 &O EDGE DiST.� V :••�•: g U•�� f—'' •••:• THRU 1 BY BUCKS INTO CONC. OR MASO. $ Nd � o � N o m o 1.250 MIN. 0 I k a MULLION I I i MULLION I I I { I I 1 TYPICAL ANCHORS I { #14 SMS Ivi 1 PER ANGLE I I { -------- n ---- --- — ----� 1 2 PER ANGLE o .- d I I 1 ----- ILDcow �. v N � MkA xs M Engr: JAVAD AHMAD PRO F7 REVISED AN a as con a CIVIL with the F)O3 tj FIA. PE 70BuildingCa V 38d° a\ 4A C.AN. 5 -104'ZO 07 Acceptance No ftPirmstfon Date? ' ,t TYPAlt . a• . d '. :° �' 4 °°d a JJJ 4 ,. ' By drawing no. ST CONC. PRE $ nt» t'Antr • SIEDGE DIST. L I01a Miade Product M95-13 DIRECTLY INTO CONC. OR MASONRY sheet 5 of 5