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WS-17-2363
BUILDING PERMIT APPLICATION Miami Shores Village RECEiVEa Building Department OCT 042017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20H 5 Master Permit No.PT l(-P-- I Sub Permit NoNs1-1—;Oe-2� NBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION DRENEWAL F—JPLUMBING ❑ MECHANICAL PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ! ,p I (\) F 9LP s +- 2 Q City: Miami Shores County: Miami Dade Zip: 33 2)8 Folio/Parcel#: I I--o) L1 -ZS2)0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ► ),J WDIA-A LLC Phonek3os)- qW " / (Dog Addreiss:3� )0E QLr �0 City: �'l1O"l IShCoLo-, State: Zip: �33 r3s Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: r(-Alo QCtC � Wio d(5Vk)Phone#:L-�DK-)93La-gZ-4::)' Address: l -TU, City: Qualifier Name: PL Zip: 3a6I0 State Certification or Registration #:.a(L 13 1 1 93 Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: State Value of Work for this Permit: $� Square/Linear Footage of Work: Zip: Type of Work: ❑ Addition ❑ Alteration ❑ New .�.��� ❑ Repair/Replace , (� ❑ Demolition Description of Work: �1�1 \C. C\ 7 Ly, � �I r I�,a(�A w �!O a(m)S Coo Specify color of color thru tile: Submittal Fee $ `��'� Permit Fee $ 42d CQ) CCF $ 3CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ 30 Notary $ Technology Fee $ t)Z ' Q Training/Education Fee $ 13 • (5) Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ---,, _Signature. Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this - day of Ct"• (-y--P V , 20 1 '-4` by Wy_(10(T V �3Uy- A ro is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: L/C6,nd 0-"�XL,-60 Seal: YANET CARRIO State of Florida -Notary Public + Commission # GG 123947 **1�*C*ors.*iiwnwi**** APPROVED BY (Revised02/24/2014) /7' The foregoing instrument was acknowledged before me this day of �Q o Noef- , 20,C-4 , by ��Ir41 t Qwho is personally known to as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: State of Florida -Notary Public += Commission # GG 123947 My Commission Expires ,1140 July 13, 2021 *************************************************************** Plans Examiner Zoning Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-3830 Property Address: 1201 NE 96 ST Miami Shores, FL 33138-2553 Owner BKT HOLDING LLC Mailing Address 700 NE 90 ST MIAMI, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,286 Sq.Ft Lot Size 12,823.44 Sq.Ft Year Built 1948 Assessment Information Year 2017 2016< 2015 Land Value $461,187 $474,724 $391,574 Building Value $127,559 $159,106 $159,106 XF Value $37,364 $37,889 $24,801 Market Value $626,110 $671,719 $575,481 Assessed Value $626,110 $671,719, $311,726 Benefits Information Benefit Type 2017 2016' 2015 Save Our Homes Cap Assessment Reduction $263,755 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 565342 MIAMI SHORES SEC 3 PB 10-37 LOT 17 & W1/2 LOT 16 BILK 83 LOT SIZE IRREGULAR OR 18810-4312 09 1999 1 Generated On 10/4/2017 Taxable Value Information 2017 20161 2015 County Exemption Value $0 $0 $50,000 Taxable Value I $626,110 $671,719 $261,726 School Board Exemption Value $0 $0 $25,000 Taxable Value ( $626,110 $671,719 �$286,726 City Exemption Value $0 $0 $50,000 Taxable Value $626,110 $671,719 $261,726 Regional Exemption Value $0 $0 $50,000 Taxable Value $626,1101 $671,719 $261,726 Sales Information Previous OR Book - Price' Qualification Description Sale Page Qual by verifiable & documented 02/05/2016 $570,000 29955-2655 evidence Financial inst or "in Lieu of 04/30/2015 $366,500 29602-2491 Forclosure" stated 09/01/1999 $223,000 18810-4312 ._.... .._.__........ _...... ...... Sales which are qualified 02/01l1999 $165,000 18481-3001 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 http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 10/4/2017 2017 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT DOCUMENT# L13000174332 Entity Name: BKT HOLDING LLC Current Principal Place of Business: 2691 E OAKLAND BOULEVARD SUITE #201A FT LAUDERDALE, FL 33306 Current Mailing Address: 2691 E OAKLAND BOULEVARD SUITE #201A FT LAUDERDALE, FL 33306 US FEI Number: 46-4401483 Name and Address of Current Registered Agent: BURKHARDT,ALEXANDRE 2691 E OAKLAND BOULEVARD SUITE #201A FT LAUDERDALE, FL 33306 US FILED Jan 12, 2017 Secretary of State CC9600644651 Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Authorized Person(s) Detail Title MGR Name BURKHARDT,ALEXANDRE Address 2691 E OAKLAND BOULEVARD SUITE #201A City -State -Zip: FT LAUDERDALE FL 33306 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE:ALEXANDRE BURKHARDT MGR 01/12/2017 Electronic Signature of Signing Authorized Person(s) Detail Date Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 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). Acknow D914Srk 11'7 A-MOA4 q, ,Qttifi r/Owner Signature I Date Print Name r F010E0 FLORIDA INTERNATIONAL ENGINEERING " I 6175 NW 167th Street, Suite G-20, Miami, Florida 33015 Ph: 305-378-1991 Fax: 305-378-1997 May 16, 2018 Miami Shores Village 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Re: Residential Property 1201 NE 96`h St Miami Shores, FL 33138 Dear Miami Shores Village: This letter is issued to inform you that Florida International Engineering Inc. has been retained by American Glass and Window Inc. the contractors to perform an inspection on the windows of the property above mentioned. On April 20, 2018, representatives of Florida International Engineering Inc. performed a visual inspection at the referenced site. ac `round In ormation: According to the contractor, some of the manufacturer labels on the glass panels on the first floor and second floor were removed. Miami Shores Building Department inspector requested an inspection by an engineer to certify those glass panels that are missing the labels. Methodology: Field inspection was performed. Photographs were taken and reviewed. Residential Property 1201 NE 96 ST Miami Shores, FL 33138 Page I FIRAs -Built Certification Letter " FLORIDA INTERNATIONAL ENGINEERING Below lease note our findinEs of the above 1,_eferenced inspection: 1. The glass panels on the first floor and second floor that are missing the labels were inspected. 2. We found that they were from the same manufacturer and we observed that they are the same as the ones labeled. They are from the same supplier, made and quality. 3. We observed the manufacturer name had been printed on all of the glass panels on the front glass panels and the door and window panels at the first floor, second floor and the rear portion. 4. The. manufacturer was contacted and the origins of the panels were verified. 5. All the panels that were installed were the ones that were approved as per the plan approval and expert requests. 6. Installed glass panels meet the approved energy calculations for the building. The glass panel features are Solar Heat Gain Coefficiente (SHGC): 0.25 and a U-Factor: 0.43. These values meet the Florida Building Code Requirements for Energy Efficient Windows and Doors. 7. Other specifications of the installed glass panels are: a. Thickness: 1 3/16 inches b. Visible Transmittance: 53% c. Exterior Visible Reflectance: 17% d. Interior Visible Reflectance: 2 1 % e. Light to solar gain (LSG) 2.12 Florida International Engineering Inc. appreciates the opportunity to have been of service and look forward to assisting you in any way possible. If you have any questions or comments concerning the report, or if we may be of further assistance, please contact us at a suitable time @ (305) 378-1991. Florida International Engineering Inc Vinayagar M. Balakrishnar. V., P.E. Florida Registration # 63107 Residential Property 1201 NE 96 ST Page 2 Miami Shores, FL 33138 s y� Miami Shores Village �sNO1 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 aF',s toRtUp' Phone: (305)795-2204 Permit Permit NO. WS-10-17-2361 Permit Type: Windows/Shutters Ciassifizcation: WindowtDoor Replacem Permit status: APPROVED Issue Date:1111/2017 1 Expiration:04/30/2018 Project Address Parcel Number Applicant 1201 NE 96 Street 1132060143830 Miami Shores, FL 33138-2553 Block: Lot: BKT HOLDING LLC Owner Information Address Phone Cell BKT HOLDING LLC 700 NE 90 Street MIAMI FL 33138- 2691 E OAKLAND PARK Boulevard FT. LAUDERDALE FL 33306- Contractor(s) Phone Cell Phone AMERICAN GLASS & WINDOW INC (305)822-8877 ,e of Work: INSTALL WINDOWS AND DOORS of Openings: 32 litional Info: ssification: Residential Scanning: 3 Fees Due Amount CCF $39.00 DBPR Fee $6.30 DCA Fee $4.20 Education Surcharge $13.00 Permit Fee $420.00 Plan Review Fee (Engineer) $80.00 Scanning Fee $9.00 Technology Fee $52.00 Total: $623.50 Valuation: $ 65,000.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-10-17-65221 10/04/2017 Check* 6693 $ 50.00 $ 573.50 11/01/2017 Credit Card $ 573.50 $ 0.00 Avaname inspections: Inspection Type: Window Door Attachment Final Review Building Review Structural 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, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify th a I the construction and zoning. Futher ore, I autl Authorized Signature: i5€�/ i Building Depureent Go m is accurate and that all work will be done in compliance with all applicable laws regulating ed contractor to do the work stated. / Contractor / Agent November 01, 2017 November 01, 2017 1 VL 1llVl 1 1 ILI\L RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SCC131151093 I` The GLASS AND GLAZING CONTRACTOR - Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 FONTELA, ALEXANDRA Ml R AMERICAN GLASS & W 1 C m ` 1700 W 8TH.AVE HIALEAH Fno O •�":�i� q'v �'4 M.. M.v.. *� 4s.'FM4ii1�.M..n.4^'W-AY IN WK SEQ # L1608070003068 2018 details - Business Tax Account AMERICAN GLASS & WINDOW INC - TaxSys - ... Page 1 of 2 If paying delinquent taxes (2016 and prior) by mail, acceptable forms of payment are: Cashier's Check, Certified Funds or Money Order. If paying delinquent taxes (2016 and prior) in person, acceptable forms of payment are: Cashier's Check, Certified Funds, Money Order, or Cash. The information contained herein does not constitute a title search or property ownership. Amount due May be subject to change without notice. 2017 2nd Quarter Tax Bills are Payable on September 1, 2017 2017 Tax Bills are Payable on November 1, 2017 2018 Details — Business Tax Account AMERICAN GLASS & WINDOW INC Business Tax Account #5838892 Account details, Account history .'�. 2018 2017 2016 2015 2010 Paid Paid Paid Paid Paid Account number: 5838892 Mailing address: AMERICAN GLASS & WINDOW INC _......__. , , JOSE A FONTELA FIRES Business start date: 07/01/2006 1700 W 8 AVE HIALEAH, FL 33010 Physical business location: HIALEAH Owner(s) AMERICAN GLASS & WINDOW INC Business address: AMERICAN GLASS & WINDOW INC 1700 W 8 AVE 1700 W 8 AVE HIALEAH, FL 33010 HIALEAH, FL 33010 Print account application (PDF) Receipts And Occupations Receipt6087936 Contracting 10/01/2017-09/30/2018 NAICS code: 238990 1p� Print this bill SPECIALTY BUILDING CONTRACTOR Units: 17 3 Documentation Required by Occupation: State/County License or Certificate Document Received: SCC131151093 Return to Search I . © 1997-2017, Grant Street Group. All rights reserved. Help - Contact us - Terms of service - Tax Collector home https:Hmiamidade. county-taxes.com/public/business tax/accounts/5 83 8892 10/4/2017 Att-""' CERTIFICATE OF LIABILITY INSURANCE �°ATE'MM'° 10/04/2017017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW- THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Citinsurance Agency Corp 8390 W. Flagler Street, Suite #213 Miami, FL 33144 Phone (305)228-1533 Fax (305)228-1525 E: CONTACT OLGA CHAVE2 M DNS: (305)228-1533 uC No : (305)228-1525 E-MAIL chins@citi-ins.com INSURERS AFFORDING COVERAGE NAIC S INSURERA: HUDSON SPECIALTY INS.COMPANY INSURED American Glass And Window, INC. INSURERB: USLI— INSURER C : INSURER D : 1700 W 8th Ave INSURER E : MIAMI FL 33010- ' INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 1 rtls Ri I U CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS- INSR LLTR TYPE OF INSURANCE ADD IN UBR! POLICY NUMBER POLICY EFF POLICY EXP MM/D M IDDIWW - LIMITS A GENERAL LIABILITY a COMMERCIAL GENERAL LIABILITY El ElCLAIMS-MADE� OCCUR ❑ N N HBD10027820 08/10/2017 08/10/2018 EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO RENTED oc PREMISES a urrence $ 1 00,000.00 MED EXP Any one person) $ 5,000.00 PERSONAL s ADV INJURY $ 1,000,000.00 ❑ —_ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PJECTRO ❑ LOC PRODUCTS - COMP/OP AGG $ 1,000,000.00 $ AUTOMOBILE LIABILITY ❑ ANY AUTO ALL OWNED SCHEDULED ❑ AUTOS ❑ AUTOS NON -OWNED ❑ HIRED AUTOS ❑ AUTOS ❑ i COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) ! $ BODILY INJURY Per accident ( ), $ PROPERTY Per accidentAMAGE $ $ B ❑ UMBRELLA LIAB []OCCUR EXCESS LIAB © CLAIMS -MADE N j N XL1568752B ' 08/10/2017 08/10/2018 EACH OCCURRENCE $ 3,000,000.00 AGGREGATE $ 3,000,000.00 ❑ DIED ❑' RETENTION$ PRODUCTS $ 3,000,000600 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRlE70R/PARTNER/EXECUTIVI� OFFICERIMEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below ! N I A ! PER OTH- STATUTE ❑ E _—_ E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ F A CONTENTS HBD10027820 08/10/2017 08/10/2018 $100,000 ! $1000 DEDUCTIBLE / X-WIND DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 401, Additional Remarks Schedule, if more space is required) LASS DEALER& GLAZIER CERTIFICATE HOLDER IS INCLUDED AS ADDITIONAL INSURED. l_ CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES VILLAGE, FL 33138 ACORD 25 (2014101) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CQRPOR%$�PIO ' "All rights reserved. The ACORD name and logo are regi§tered marks of ACORD ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDNYYY) 9/27/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER TriGen Insurance Solutions, Inc. 315 SE Mizner Blvd CONTACT NAME: Chris Rhoden PHONE (877) 987-4436 aC No:(954) 252-4426 EMAIL ADDRESS: Suite 213 Boca Raton FL 33432 INSURE S AFFORDING COVERAGE NAIC # INSURER A: Guarantee Insurance Company 11398 INSURED Integrity Employee Leasing IV, Inc. INSURER B : INSURER C : INSURERD: 128 W. Charlotte Avenue INSURERE: Punta Gorda FL 33950 INSURER F : COVERAGES CERTIFICATE N1IMRFR, Cart ID 21437 RFVIR1r1N NIIMRGR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS -MADE OCCUR -GAMAT D PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL 8 ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY 0 jECT LOC PRODUCTS - COMP/OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ P ciPERdentDAMAGE $ NON -OWNED HIREDAUTOS AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN WCPS00094702GIC 6/1/2017 6/1/2018 PER OTH- X STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE ❑NIA OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYE $ 1,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT I $ 1,000,000 S $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Coverage provided for all leased employees but not subcontractors of: American Glass & Window, Inc. Location coverage effective 6/1/17. Miami Shores Village Building Department 10050 NE 2 Avenue Miami Shore Village FL 331838 Al_l0L"Rq+_1ILelil SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE C o-& 4w- 4 C 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD Page 1 of 1 °4 M IAAM I•DADE f —111 DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE O G MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy CGI Windows and Doors, Inc. 10100 NW 25 Street��,,,/ Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 MAW.may immediately revoke, modify, or suspend the use of such product or material within4h, it j- risdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade �pppn Product control .... ...... Section that this product or material fails to meet the requirements of the applicable 4114ipg code. • This product is approved as described herein, and has been designed to comply with tine Florida jitlilding ; • • • • Code, including the High Velocity Hurricane Zone. • • • • .... ..... DESCRIPTION: Series " 238" Outswing Aluminum Casement Winslow - L.M.r 00 t . APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Ou4Vvjpg CasemerLt 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 Baidd 04/10/15, prepared . • • ; • by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-DIai3'Cbunty . ; Product Control Revision stamp with the Notice of Acceptance number and expiration Ate byUhe Miami- Dade County Product Control Section. • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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. ,► DyE TisEmEwT. —T+e_ Nf3A—number—preceded—by—the—wards-1Vliatni-Bade C unty�lerida; 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# 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. MIAMI•DADE COUNTY " q�gJiS NOA No. 15-0512.19_ Expiration Date: October 26, 2018 Approval Date: September 17, 2015 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underNOA's # 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 serilrs 7.5%0 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super 01 * * *er® 000 insulating glass spacer, prepared by Certified Test Laboratories, Test upport No.• CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh GAVatel, P.E.... 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per F$C'TAS 202•94 2) Large Missile Impact "Test per FBC, TAS 201'94": ;... 3) Cyclic Wind Pressure Loading per FBC, TAQ 94 0 • along with marked -up drawings and installation diagram of a series T!j0 PV.0 project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(a and Sd�df •' Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Teo RepoLrt No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P..• 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(b 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 ANT _---- L.C_-'1_ L__----`'T--`---_.Trl!'� TA O 11n1 AA 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-3009WB, dated 03/24/14, signed and sealed by Ramesh. C. Patel, P.E. (Submitted under previous NOA # 14-0506.01) Manuel Pe z, .E. Product Control xa it NOA No. 15 112.19 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 # 12-1220.14) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading pet F$E. TASeM 44 • • • •.. 3) Water Resistance Test, per FBC, TAS 202-94 " ."• •. •, 4) Forced Entry Test, per FBC 2411.3.2.1, and `l 102-94 along with marked -up drawings and installation diagram of an. alurrrinum pXpment ; • • • • window, prepared by Hurricane Testing Lab., Inc., Test RepertcoNo. HTi.,0180- ..... 0301-07 for specimen A and B, and HTL-0080-0905-07 for speej:flej B and 13,Kiated • •: • •' 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraliam'P.E. •"" • • • • • • .•i.• (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, TA •563-N • • • 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 07/17/08, 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. Manuel ere Product Control Ex rni er NOA No. 15-0512.19 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) :000% C. CALCULATIONS •..... 1. Anchor verification calculations and structural analysis, complyin with FBC'202Q, •• dated 4/24/ 14 prepared b Al-Faroo Corporation, si ned and se •,tt t• Javad • • • p P Y q P g 1 1`�. y • • • • • • Ahmad P.E. • • • • • e*goe• (Submitted under previous NOA # 14-0506.01) 0009 .... ..... 2. Glazing complies with ASTM E1300-09 • • • • • • • • • • • • • • • .... .... ...... D. QUALITY ASSURANCE 1. . . . . Miami -Dade Department of Regulatory and Economic Resources (R$R) ; • • • • • ...... E. MATERIAL CERTIFICATIONS • • 1. 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. 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 05/11 /1 A Manuel Pere , 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 1. Statement letter of conformance, complying with FBC- 5`h Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 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 # 08-1010.02) . 4. Laboratory compliances letters for Test Reports No. HETI-08-2143�•� HETI-08--2144, HETI-08-4287 and HETI-07-4298, issued by Fhtrricane • • • • Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all sijned'atid sealtdVy Candido F. Font, P.E. ` (Submitted under NOA # 08-1010.02) • 5. Laboratory compliance letters for Test Reports No. HTL-0080-93g3.% and .... HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc.,00ated03/0&4-and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 014002.03) ; • • • • • 6. Laboratory compliance letters forTest Reports No. FTL-1003 a%aM-1041,issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealeasy 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 66/26/14 ----I ------ --- , niniii n Manuel erez Product Control Ex i r NOA No. 15-05 2.19 . Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E - 4 GENERAL WINDOW SECTI.O_NS' WINDOW WIDTH u III FRAME I VENT WIDTH A�FLU o -FLANGE WW-2 `Y 1 Z n I D.L. OPG. 3 - WW-7" 6" MAX. TYP, A 0 F �•p N z 7 HEAD/SILL CORNERS a f•7G 3 0 Ww�¢ 0 7 CAM LOCKS zON 2 LOCK POINTS Q(QCL��! v nQp-d, a tE �JI ALL SIZE 1 QgSNUBBER C IMPACT ONLY IAT co =VWDONS dppl l` W I 0 2 , � G O0J ry Q W 3 c H 6 i I 3 i 0 10 00 F,3 03 ® z I \ II /� �� =�-=1' ====TF==_ SURFACE APPLIED I Zrr{ n <4 o I I \ 1 I FALSE HUNTINS I I ZZ N g t� --------- I ---------- I OPTIONAL _ ` FOR GLASS TYPES, 3 a N j 1 7 3B 2 O.L. OPG. REFER TO SHEETS 3 AND 4. D.L. OPG. 2 1/Z" I. 24" MAX. TYP. AT HEAD/SILL � 0 W 0 c I` VENT WIDTH VENT WIDTH �' TYPICAL ELEVATION WINDOW WIDTH I ' I WINDOW WIDTH 1 (FLANGE FRAME) _ In I j r 3 N M �° EXTERIOR 1 MULTI POINT LOCK 98 BY 'INTERLOCK' p 3 Z Z o I MAXIM MULTI POINT LOCK 9A BY 'TRUTH' ALT. TO CAM LOCKS n 3 O n I ALT. TO CAM LOCKS w O `•' MAX. WDW. LOCK HEIGHT POINTS _ Q 0 i I 42" 2 474'4 d j 3 r I. I 6 63" 3 0 11 1 84' 4 m0 §3d� 2 �o C o oo�� InJVLJ B 8 O UL vas��g €SE--WINDOWS�RAT€9 FOR-JARGE-dc--SMAL"ISSILE-IMPA SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS: i i•• i iH° g "g' FOR MULLION/MULTIPLE UNITS, REFER TO USE CHARTS AS FOLLOWS. 1 NOTES: • • • • • • • • • • • .5 o o g E C LLSTEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED THIS PRODUCT HAS•BEEN D%ICNED aAYD TFl7 D �0 �0 `I�WITH THE SEPARATE CGI MULLION N.O.A. ON WIND VELOCITY, SLOG. HEIGHT, WIND ZONE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY — USING APPLICABLE ASCE 7 STANDARD. HURRICANE ZONE (HVHZ). m STEP 2 SEE CHARTS ON SHEETS 3 AND a FOR DESIGN LOAD WOOD BUCKS BY 0 HE$ MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE S CTe • • • • • • • Engr: JAVAO AHMAD CIVIL PRODUCTI(EVISED cor^FIY in with Ilm Florida H i CAPACITY OF DESIRED GLASS SIZE/TYPE. • • • • • • FLA. PE 70592 %9 8 CAN. 538 BuildinBCode STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION ITHTD SIGN�RA`TIING MORE THAN DESIGN LOAD SPECIFIED STEPIF ALUMINUM BUCK SYSTEM IS USED USE CHART ON � ANCHORS SHALL t AS STEDi SI•ACl4 AS SHOWN ON •ETAIW ANCHORS EMBEDMENT TO BASE M WL SFIALL•BE•BE}UNS WIRLLORES•ING OR STUCCO. • � • • • • • • • OR!*MDING*CONDITIONS ROT GOWN IN TIRESE DmrAILS AREL NOT PART OF THIS APPROVAL. AccepLUlce No J qo'CANCHORING DY t1i Pruduci Can I , $ drawing no. 9 SHEET 7 TO DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. n' ade W98— 1 OO STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. ALL SHIMS TO BE}VR IMPACT, 19ONOMEVAL"AND GNON-OGMPRESSIBLE. • • • • • • • • sheet T of 7 • • • • • • • • • • • •• •• • • • •• •• 000 • 0 0 ••• 0 • O SNUBBER kj rAT IMPACT WINDOWS ONLY u I D.L. OPG. 3/4' lJ VENT WIDTH WINDOW WIDTH EXTERIOR GENERAL WINDOW SECTIONS EQUAL LEG FRAME NTS i FOR CLASS TYPES, REFER TO SHEETS 3 AND 4. WINDOW WIDTH VENT WIDTH WW-I 1/2' �m� u 0 0 I to 3 m Z n O.L. OPG. -_-WW 6 1/2' Q m F a 6' MAX. TYP. t ry as A HEAD/SILL CORNERS O '� O d O m -_IT__ 2Z N '0 a M ¢ < u 0 o A i I T 0 0 re fr O �(m(yyq W'IF \ II II SURFACE APPLIED NTINS OPTIONAL Z n m \ W O p � w g I 24" MAX. TYP. I/1 AT HEAD/SILL ir cV o TYPICAL ELEVATION Ur) 3 c M (EQUAL LEG FRAME) O rM n Z Z �` n N O M o— U�ncr MAXIM MULTI POINT LOCK MULTI POINT LOCK 9A OY 'TRUTH' 96 BY INTERLOCK' ALT. TO CAM LOCKS ALT 2. TO CAM LOCKS m o m 04 MAX. WDW. LOCK MAX. WDW. LOCK p u N HEIGHT POINTS HEIGHT POINTS - 42' cf I 63' 3 563 a%i o 15 o o e 84' 4 AW 74' 4 z i z d I •• ••• • • • •• vi • • • • • c 2 a - w I • • •• • • '� N o = H oE8 I 1 1 • • • u x_ c 3 �_''�i_ JI � • UIJ�/LJ 9r 1 1 2 En JA CIVIL PRODUCT RrVISGLI / o N • • : • • • • • • : • FLA. PE 7D592 as complyioa with Om Florida i O • •• • • • • • CAN. 536 D Acceptallcellilding Code ., E 8 • • • • • • • • • No 15•0,514•19 • • • • • • • • • • Ex 'ration Date �OiB 4 By drawing no. nI A Miau' ade Product COIIIr01 .... ... •••. . A W98-100 • • • • • • • • sheetl.lof 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. FRAME CORNER t3 O CORNER KEY .060 THICK ST. STEEL 2 5/8' O CORNER KEY .062 THICK ALUMINUM 70 O FLANGE FRAME 2.075 768 1.057 2.465 2.715 .080 TYPA—i EQUAL LEG FRAME PART P QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS CGI-373 4 FLANGE FRAME 6063-T6 INOALEX OR EQUN. CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUN. r CGI-378 4 VENT (5/16' LAM. GLASS) 6063-T6 INOALEX OR EQUN. CGI-381 4 VENT (INSUL LAM. GLASS) 6063-T6 INDALEX OR EQUN. CGI-385 4 VENT (7/16' LAM. CUSS) 6063-T6 INDALU OR EQUN. CCI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUN. 3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 Q250-K-190 AS READ. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) 18 X 3/8' SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) /8 X 3/8" SMS 9A - I/ VENT MULTI POINT LOCK - TRUTH 9B - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) 110 X 3/8' SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8' SS SMS 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEE ACH D 21 Y8�3/A' cc cM #10 X 1-1/4' SS SMS 13 — 2/ CORNER FRAME ANO VENT ASSEMBLY SCREWS — • • • • • • • • • • • •• ••• •• • • • •• • ••• • • • ••• • • ••• • • • • • • • • • • • • • • • • . • • . . • . • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • :0 . •• ••• • • • ••• • • — 1.75 7 0 U o o_ I ro L90 TYP, Z 3 L875 �(� L 720 "`Z J —1 1.438 O o -� a 1.222--I 0 vo � VENT (5/16' LAM. CLASS) 0' 1.757 0 a a Q A aEl;� Uj `�.090 T`YPP.. LL Z 1.675 --L-1 '� O m ,720 Se N 41 J ,n U O L624 —^I Z r, 26 VENT (INSUL. LAM. GLASS) V ir 1.757 O W r3 � .090 TYP. gtij 1.875 (n n ^ rn 0 3 NM 720 � Q M � L438 < Z 2 'n � 3 N o 1.347 12 2C VENT (7/16" LAM. GLASS) 0 ,754 .383�Z3,� 1 �D C2 g�xZ II~ O Q U Q 0 CGI-375: OGEE GLAZING STOP 0 g o g -i.617F- lJKL1-1-1-1'J O CGI-396: SQUARE GLAZING STOP $ nqr: JAVAD AHMAD 1 CIVIL o FIA. PE / 70592 PRODUCI'RIiVISEO n CAN. 5 m cnnlplyin6 with 9v Plorid. f E Building Code " Acceplwwe No 15'051'1.1q o S y 2015 Gx irolion tY31e 1$ ' O By drawing no. Miwd DAdc. Prodlcl Co W9 g -100 sheet 2 of 7 1/8" ANN. GLASS .090" Soflex Clear And Color Glass INTERLAYERSBy 'Eastman Chemical Co.' � .090" Butocite PVB By 'Kuraroy America. Inc.' 1/8" ANN. GLASS SILICONE GE-1200 DOW 995 Dow 899 Ire 1 5/16" NOMINAL GLASS TYPE '2' 6" ANN. GLASS .075" Soflex CP With PET Core By 'Eastman Chemical Co.' .090" Soflex Clear And Color Gloss INTERLAYERS By 'Eastman Chemical Co.' .090" Sent YGlos By Kuraroy America, Inc.' .090" Butocite PVB a: By 'Kuroray Americo, Inc.' Z 3/16" ANN. GLASS SILICONE GE-1200 DOW 995 DOW 899 6" HEAT STREN'0 GLASS U .075" Saflex CP With PET Core 0 By 'Eastman Chemical Co.' � I I .090" Saflex Clear And Color Class 'Eastman ao M Z W INTERLAYERS By Chemical Co.' 3 0 Z .090" SentryGlas By 'Kuraroy America, Inc.' a Q .090" Butocite PVB f 0 c By 'Kuraroy America, Inc.' .._ -3/16" HEAT STREN'D CLASS 7/16" NOMINAL 7/16" NOMINAL GLASS TYPE '3' GLASS TYPE '8' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' CLASS TYPE "6' WIDTH HEIGHT EXT. (+) INT. (-) EKL (+) 1NT. (-) EXT. (+) INT. (-) 20• 24" 28' 36" 40" 42' 36" 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 110.0 129.5 I10.0 195.0 110.032' fl5O30" 110.0 121.4 110.0 195.0 110.0 107.9 107.9 110.0 195.0 110.0 97.1 97.1 110.0 195.0 110.0 120.0 92.5 1 92.5 110.0 120.0 60.0 60.0 20' 24" 28' 30' 32" 36' 40" 42^ 42" 110.0 166.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 0 110.0 195.0 110.0 111.0 0 110.0 195.0 104.1 104.1 .0 110.0 120.0 92.5 92.5 u A 110.0 120.0 83.3 83.3 .0 .0 79.3 79.3 .00 20" 24' 28' 36" 48,1t0.0 110.0 145.7 .0 .0 110.0 121.4 110.0 195.0 .0 M0.01 1�1� 110.0 195.0 .030' 195.0 .032' 110.0 120.0.0 110.0 120.0 110.0 120.0 40 42' ' 69A 69.4 110A 120.0 60.0 60.0 20" 24' 28' 30' 32• 36" 40' 42' 54' 110.0 129.5 110.0 195.0 110.0 195.0 98.0 107.9 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 V SILICONE q d ci .nl GE-1200 DOW 995DOW 99 �,I �I 0 Q C A IONAL Ix yNr600X ALL CLASSOPTTMPES Q Lu 3 h ILiN-�_ .J am< J a 612 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DINS. TYPE '2' CUSS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE -2, CLASS TYPE '3' GLASS TYPE WIDTH HEIGHT INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) TNT 20' 24" 28" 30" 112.6 110.0 195.0 110.0 195.0 19-1/8" 26-1/2" 37" 42' 26" 110.0 195.0 110.0 195.0 110.0 19 r76.7 95.4 110.0 195.0 110.0 120.0 110.0 I95.0 110.0 195.0 110.0 19 83.3 110.0 120.0 110.0 120.0 110.0 145.4 110.0 195.0 110.0 19 77.7 110.0 120.0 110.0 120.0 110.0 128.1 110.0 195.0 '' 110.0 19 32' 36" 40' 42• 60' 72.8 110.0 120.0 110.0 120.0 19-1/8" 26-1/2 37" 42' 38-3/B' 110.0 190.6 110.0 195.0 110.0 19 64.8 64.8 110.0 120.0 110.0 120.0 110.0 137.5 110.0 195.0 110.0 19 - - 60.0 60.0 60.0 60.0 98.5 98.5 110.0 194.5 110.0 1: - - 60.0 60.0 60.0 60.0 86.8 86.8 110.0 120.0 110.0 1, 20" 24^ 30' 66" 86.7 110.0 195.0 110.0 195.0 19-1/8" 26-1/2" 37" 42" 50-5/8"28' 110.0 144.5 110.0 195.0 110.0 1� 73.4 110.0 120.0 110.0 120.0 99.7 104.3 110.0 195.0 110.0 I5 64.2 110.0 10.0 120.0 74.7 74.7 I10.0 120.0 110.0 1; P73.4 60.6 110.0 10.0 120.0 65.8 65.8 110.0 120.0 110.0 1: 32• 40" 57.5 110.010.0 120.0 19-1/8"90.7 26-1/2" 37" 42" 63" 104.2 110.0 195.0 110.0 1<.36" - 60.060.0 60.0 74.9 77.9 110.0 120.0 110.0 1; - 60.060.0 U., 60.0 60.0 60.0 110.0 120.0 110.0 1; 20' 66.4 66.4 110.010.0 120.0 - - 60.0 60.0 60.0 6 24' 28" 30" 72' 56.1 56.1 110.010.0 120.0 19-1/8" 26-1/2' 37" 74-1/4' 63.0 63.0 110.0 195.0 1f0.0 1: 48.9 48.9 110.0110.0 120.0 46.6 46.6 110.0 120.0 110.0 1; 46.0 46.0 110.0,10.0 120.0 - - 59.8 59.8 59.8 32" 43 6 43.6 1t0.0 120.0 110.0 120.0 37" 77" - - 56.3 56.3 1 56.3 J6• - - ED 60.0 60.0 60.0 32" _ _ - - 60.0 60.0 60.0 1 60.0 20' L5224' 28' 78"30" 32" 20' 4L5 24' 34.9 28' 84' 30' NOTE: LOAD/AREA LIMITS FOR +1 10.0, -12Q.Q •PSJ = 1 j.3g $(� . . . +110.0. -19510 PSF = 10.00 �Q • • * LIMIT MAX. LOADS TO 17l.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' *�k SIZE 37' X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 � N J N 3 Z M 3 - � U yrj O Lj z � 2 N So � 04 cVM .n O . r� Z 1 O N _ O n C9Oa -j U > jj ngr: JAVAD AHMAD CIVIL PRODUCT RP.VISED FLA. PE I 70592 as complying wilh YIe Florida C.0. . 3538 Building Code s B Acceptance No 1r''09r1c.iq 9 Bxp'ralio 1 fhlte 18 By drawing no. 2015 Mi m Dade Praducl Con W98-100 eneer�'S of 7 ••• • • 000 ••• • • r1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASSI- .075" Saflex CP With PET Core By 'Eastman Chemical Co.' I .090" Saflex Clear And Color Glass L By 'Eastmort Chemical Co.' r INTERLAYERS "IL .090" SentryGlas i By Kuraray America, Inc.' .090' Bulacite PVB _ By 'Kuraray America, Inc.' 1/8" ANN. GLASS I SILICONEF ' GE-1200 DOW 995 DOW 899J X XL EDGE SPACER L EDGE SPACER ST. STEEL BY 'CARDINAL' 2%DLNE BLOCKS ST. STEEL BY 'CARDINAL' OR OR OURASEAL BY 'QUANEX' EPDM DURASEAL BY 'QUANEX' DUROMETER 8515 OR SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'QUANEX' GLASS TYPE '2A' 1/8" TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS .075" Saflex CP With PET Core I� By 'Eastman Chemical Co.' III .090" Saflex Clear And Color Class INTERLAYERS By 'Eastman Chemical CO.' .090" SenlryClos By Kuraray America, Inc.' .090" 8utacite PVB By 'Kuraray America, Inc.' 1/8" TEMP. GLASS SILICONE GE-1200 DOW 995 DOW 899 3/4" INSULATED GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS I WINDOW DIMS.-, GLASS TYPE '2A'� GLASS TYPE '3A' WINDOW DIMS. 41GLASS TYPE '2T GLASS TYPE '3A' 20" 24' 28' 30" 32' 36' 40' 42" 36" `110.0 194.3 110.0 195.0 20" 24' 28" 30' 32" ` 36' L 40" - 42" 60" , � f 110.0 161.9 110.0 195.0 110.0 138.8 110.0 195.0 110.0 129.5 110.0 195.0 110.0 121.4 110.0 195.0 107.9 107.9 110.0 195.0 97A 97.1 110.0 120.0 92.5 92.5 110.0 1 120.0 20" 24" 28' 30" 32" 36' 40' 42' 42" 110.0 166.5 110.0 195.0 20' 24" 28" 30" 32' 36" 40" 66" 110.0 138.8 110,0 195.0 110.0 118.9 110.0 195.0 110.0 111.0 110.0 195.0 104.1 104.1 110.0 120.0 92.5 92.5 110.0 120.0 83.3 83.3 110.0 120.0 79.3 79.3 110.0 120.0 20' 24" 20" j 110.0 145.7 110.0 195.0 24" 28' 30" 36' 40"- 42' 488" , 110.0 121.4 1 TO 0 145.6 28" 30" 32' 36" 72" 104.1 104.1 110.0 120.0 97.1 97.1 110.0 120.0 91.1 _ 91.1 _ 110.0 120.0 80.9 80.9 1 110.0 120.0 32' 36' 76' - 72.8 72.8 110.0 120.0 69.4 69.4 110.0 120.0 20' 24' 28' 32' 78' 20" 24' 28' 30' 32' 36" 40' 42" 54" 110.0 129.5 110.0 195.0 98.0 107.9 110.0 195.0 92.5 92.5 110.0 120.0 84.4 86.3 110.0 120.0 20' 24" 28" 30' 32" 84" 80.9 $0.9 110.0 120.0 71.9 71.9 110.0 120.0 64.8 64.6 110.0 120.0 61.7 61.7 110.0 120.0 SETTING BLOCKS 2/ LITE EPDM OUROMETER 85±5 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT INT. (-) EXT. (+) TINY. (- 19-1/8" 26-1/2" 37" 42' 26' 195.0 110.0 195.0 110.0 195.0 r -203.0 145.4 110.0 195.0 128.1 110.0 195.0 19-1/8" 26-1/2" 37" 38-3/8' 190.6 110.0 195.0 137.5 110.0 195.0 98.5 110.0 120.0 19-1/8" 26-1/2' 37' 19-1/8" 26-1/2" 63' 37' 42" 19-1/8" • • • • ••• • • �k •LIMfIT AIJ(. lOAB6 TO 141.0 PSF • •WHEN MUUt PANT laCK BY 'INETRLOCK' 98 IS USED * # SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY • SEE SHEET 1 • • • • • • • • • • • • NOTE: LOAD/AREA LIMITS • • C� t11 0,--.120.0 PSF = 16.34 SQ. FT. • • • • +1 �.0, •195.0 PSF = 10.00 SO. FT. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �40 0 Jm 0 / z II. W a Q fIL a 0 w IL O a SQUARE BEAD 0 O n OPTIONAL (� ALL CLASS TYPES 0' O W M g 0 < 0 1p � U. IA W . M a W E� p3 Z I 3 a�j U) w O Li O w N z_ = C4 o M r m Z Z LJ p0- n p ¢ J NOTE: d GLASS CAPACITIES ON THIS SHEET A 0 ry BASED ON ASTM E1300-09 (3 SREECGUSTS) '> a o 3 v - - AND FLORIDA BUILDING COMMISSION' -- DECLARATORY STATEMENT DCA05-DEC-219 En JAVAD AHMAD 9r CIVIL PRODUCT REVISED x i 1 0 70592 m clplykig with Ym Florida FLA. PE 1 rn CA.N. 538 Building Code 1s 061�1.fy Acceptauce No _ n B ml'r, Dote �f8 o u " o` drawing n0. 11 W98-10� By NTI DaeaProGkt 6 -- sheet 4 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8" SEALANT 4 2 1/8' ° 1' MIN [2-1/2' MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/LISING WOOD J�-TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION r 1 3/8- SEALANT E, r 2 7/8" �I BUCK INSTALLATION BY OTHERS 1' MIN. INSTALLATION TYPE '3' WOOD BUCK TYPE '3' TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT ZIl MIN. • 1' MIN 2-1/2' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATE@Idl: PRESSURE TREATED (`TYPICAL INSTALLATION'DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT ZI G ° BUCK INSTALLATION BY OTHERS 1' MIN. INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATFRIAI- PRESSURE-TREATEC ••• "RIC4 i&sT.ALwTlNiD6rXIL • • ON 4661- Gd& lIDCS%1J I? WQ0D TYPICAL ANCHORS SEE ELEV. FOR SPACING U� U O I 3 Z SEE SHEET 6 FOR DESCRIPTION J 0 f' a METAL $ o_ STRUCTURES a o 1/8" THK. MIN. O OG < n 8 0 Qa 0oK V N O 3 \ Q LL H 1�/Vi _ v Zz J m ATTACHMENT TO Z a METAL STRUCTURES V) O� 'AL ANCHORS ELEV. FOR SPACING Z of N o SHEET 6 FOR DESCRIPTION c to u)� h M n 0 � h ZZLL V� 30 -M vw L) .w Iq I'm"' Lei 4•, ALUM CHANNEL •• ••• •• • • • •• �.J\ IO iO 3/4' X 1' X 3/4" X 1/8- 2-1/2- LONG • • • • • • • • • • Engr: JAVAD AHMAD CML PRODUCT REVISED I o ry iv a AT ANCHOR LOCATIONS • • • • • • • • FLA PE 70592 �538 a,+ ccauplying with Yre Florida _ x • • • • • • • • • • CAN. HuilAccede u cedc -2• 1 F o a • • • • • • • • • • • • 000 • • • 000 • • n�79� p Ex iralion Dalc 'W�O g 8 R WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN ••• • • • M 2 13y Mimn' Dade Produce drawingv no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR LOCATION W98-100 THEM TO THE BUILDING STRUCTURE. WITH SHEAR: ICL& • • • • • • • • • • • • • • _sheet 5of 75of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 INSTALLATION CONDITIONS EQUAL LEG FF2AM ' (APPLIES TO ALL FOUR SIDES U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING I 0p0� SEE SHEET 6 FOR DESCRIPTION O a j METAL TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS /—SEE ELEV. FOR SPACING STRUCTURES 1/8" THK. MIN. 4 o SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION a 9 O O aT. Ell I V N Oo81 2 1/8" a b. z I 2 1/8" z. MIN. \ 17 rn J N Q n o I" MIN o 1" MIN. ,I a b f 2-1/2" MIN. I I 2-1/2r M—IN. O INSTALLATION TYPE "I WOOD BUCK TYPE '1' INSTALLATION TYPE WOOD BUCK TYPE '2' � Ci Me.7ERlel: PRESSURE TREATED AM TERIAL: PRESSURE TREATED Z h — N TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO a ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES Ow O 1/8' MIN. = N o TYPICAL ANCHORS TYPICAL ANCHORS _ _SEE TYPICAL ANCHORS ELEVPACING 3 N M 0 n SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION —SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION I r— 7 I I I r it SEE SHEET 6 FOR DESCRIPTION 0 i Z z II F r--1 N 'N II II II II II G G G --d ^ y v 2 7/B" I 'd p W W 1 a v p Q a v Fb� MIN. ATTACHMENT TO N d e BUCK INSTALLATION BY OTHERS a BUCK INSTALLATION BY OTHERS APPROVED MULLIONS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTILLATIOM A'P6 '4'• • � � • • • WOOD BUCK TYPE '4' ` „ � " - - UL MATER: PRESSURE TREATED • • • � • • � � � � • � • • MATERIAL: PRESSURE TREATED s"saa TYPICAL INSTALLATION DETAIL • • T1?I'TCAL•ICJSTACLATIN VIA ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD $ Engr: JAVAD AHMAD CML PRODUCT REVISED q p o • • • • • • • • • • FLA. PE J 70592 ac cmuplying will) the Florida N • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • CAN. 538 Ruilding Cade Aeeeplwa Nu 16 0512. q e 'retina Date m $ drawing no. W98-100 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN ny hyiilut o,atle Prodaact Col LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 015 • • • • • • • • • • s • • • • • • • • • sheet 5, I of • •• •• • • • •• •• ••• • • • ••• • • ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DINS. ANCHORS W/0 SHEAR CWP ANCHORS WITH SHEAR CLIP AT I7" O.C. AT 10' O.C. AT 17' O.C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INi.(-) IXT.(+)/IM.(-) EXT.(+)/TNT.(-) EXT.(+)/IM.(-) J2' 36" 76" 133.2 195.0 76.4 122.2 118.4 189.5 67.9 108.6 20' 24" 28" JO' J2" 78" 195.0 195.0 119.1 190.5 173.1 195.0 99.2 158.8 I48.4 195.0 85.1 136.1 138.5 195.0 79.4 127.0 129.8 195.0 74.4 119.7 20" 24" 28" 32' 84" 195.0 195.0 132.7 195.0 195.0 195.0 110.6 165,9 165.3 195.0 94.8 142.2 i54.3 195.0 88.5 132.7 PERFORMANCE VALUES OF INSTALLATION ANCHORS O 0 �- - REFER TO SHEET 5 FOR DETAILS- - - � O O ANCHORS W/O,SHEAR,CWP- ANCHORS WITH SHEAR CUP I .1 WINDOW DIMS. - AT 17' O.C. AT 10' O.C. AT 17" O.C. AT IF D.C. 00 WIDTH HEIGHT EXT.(+)/INC(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) z" j 20' - -� 195.0 195.0 154.8 195.0 H f 24' 195.0 1950.129.0 172.0 Q n 0, 28' 192.9 195.0 110.6 147.4 IL O O 30• 36' 180.0 195.0 103.2 137.8 a d V 32• 168.8 195.0 96.8 129.0 O 36' 150.0 195.0 86.0 114.7 0 t 40" 135.0 I .0.0 77.4 103.2 (� C N 42' 125.6 171.4 73.7 95.3 C �o g 20' 195.0 195.0 132.7 176.9 0 Q 24' 192.9 195.0 110.6 147.4 0 13 an0 28' 165.3 195.0 94.8 126.4 30' 42' 154.3 195.0 88.5 117.9 IL Z N p 32' 144.6 192.9 82.9 510.6 J (2 t7 40' 115.6 171.4 73.7 98.3 40' 115.7 154.3 66.3 88.5 42' 110.2 146.9 63.2 64.2 Li 20' 195.0 195.0 154.8 193.5 ,n 24' 195.0 195.0 129.0 161.3 3 Z n 28' 192.9 t95.0 110.6 138.2 v1 30• 180.0 195.0 103.2 129.0 � (n n _32• - 168.8 ,,, _. 195.0 96.8 120.9 i (_fY CAL ANChiRS: SEE ELEV. FOR SPACING w 0I,�j --40-- 36' 150.0 187.5 86.0 107.5 \_ -m mm�T`___^ J 0 40 135.0 168.9 77.4 96.a 1 /4" DIA. KWIK-CON II BY 'HILTI' (Fu=163 K51, Fy=157 KSI) +� 42" 128.6 160.7 73.7 92.1 i 1/4" DIA, T A ON BY O' (Fu=177 KSI, Fy=155 K51) NLn rn 20" 195.0 195.0 137.6 195.0 I o 24' 195.0 195.0 114.7 172.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 1v t 1-1/2" MIN. PENETRATION INTO WOOD = a N 28' 171.4 19s.0 98.3 147A � 0 3 J 30' S4, 160.0 195.0 91.7 137.6 THRU t BY BUCKS INTO CONC. OR MASONRY 'L 3 Z t` 32' 150.0 195.0 86.0 129.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY -3 w _ o 36' 133.3 _ 195.0 76.4 114.7 40" 120.0 180.0 68.8 103.2 DIRECTLY INTO CONC. OR MASONRY 0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 42' 114.3 171.4 65.5 98.J 20' 195.0 195.0 123.8 185.8 #14 MS OR F DRILLING SCREWS (GRADE 2 CRS) 24• 180.0 195.0 103.2 154.8 I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") G 28' 154.3 195.0 88.5 132.7 _ _ INTO METAL STRUCTURES 30" 1 144.0 195.0 82.6 123.8 m o 0 60' ANCHORS W/O SHEAR CLI ANCHORS WITH SHEAR CLIP STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) c F - 32" `135.0 I95.0 77.4 116.1 _ g 36" � �120.01eo.o sa.a 1o3.z ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.)(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) p162.0 81.9 92.9 �a42" 154.3 59.0 88.5 TYPICAL EDGE DISTANCE 1 ° d Z . Nib C6NCRE�AND MASONRY 2=Y/2"-MI . 24" 195.0 195.0 117.3 164.2 INTO WOOD STRUCTURE = 1' MIN. J H n a •• ••• • • • • • •• L 28" 175.3 195.o foo.s 140.7 • • • • • • • • • INTO METAL STRUCTURE = 3/4" MIN. o „ r• • •• ••30' 66' 163.8 195.0 93.8 t31,3 • • • • •• • • • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS Yc = 3000 PSI MIN, u 32' 153.4 195.0 88.0 123.1 • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. 36' 136.4 190.9 78.2 109.5 40' 122.7 171.8 70.4 98.5 $ ,n 20" 195.0 t95.0 129.0 180.ECIVIL Engr. JAVAD AHAUD X 24• 187.5 195.0 107.5 150.5 • • • • • • • • • • FLA. PE / 70592 PRODUCT' IiLVISHD N i 28' 72" 160.7 195.0 92.1 128.0 • • • • • • • • CAN. 538 m c I,plyind wilh the Florida • • • • • • • • • • Building Code e • • Acceptwlce No )S"05J') 19 - 30' 150.0 195.0 86.0 120.4 • • • • • • • • • • H�piraii0ll Dale 32' 140.6 195.0 80.6 112.9 • • • • • • • • no 15 Hy drawing no. 36• 125.0 175.0 71.7 100.3 Min.' adc Produce Caltrol W98-100 • sheet 6 of 7 PERFORMANCE VALUES OF PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DINS. ANCHORS W/0 SHEAR CUP ANCHORS WITH SHEAR CUP AT 1T O.C. AT IO" O.C. AT 17' O.C. AT IO" O.C. WIDTH Hl7CFR E1CL(+)/TNT.(-) EXi.(+)/TNT.(-) EXT.(+)/TNT.(-) EXT.(})/TNT.(-) 19-1/8' 28-1/2" 37' 26" 195.0 f95.0 149.4 195.0 195.0 195.0 _ 107.8 161.8 195.0 195.0 77.2 115.9 19-1/8' 26-1/2' 37' 38-3/8' 195.0 195.0 151.9 195.0 191.2 195.0 109.6 146.1 136.9 182.6 78.5 104.7 19-1/8' 26-1/2' 37' S0-5/8" 195.0 195.0 153.5 191.9 193.2 195.0 110.8 138.5 138.4 173.0 79.J 99.2 19-1/8• 26-I/2' 3T 42" _ 63 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 111.2 194.E 63.8 111.E 98.0 171.4 56.2 98.3 19-1/8' 26-1/2' 3T 74-1/4' 195.0 193.0 130.8 195.0 184.7 195.0 94.4 151.1 117.9 I88.6 67.6 108.1 • •• •• • • • •• •• ••• • • • ••• • • • v L PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORf WINDOW DIMS. ADTH HEIGHT EXT.(+) 20' 110.0 24' 110.0 28" 110.0 30' 36, 110.0 32' 110.0 36" 110.0 40' 105.8 42' 97.0 20" 110.0 24' 110.0 28" 106.9 30' 42' 103.5 32' 100.7 36' 97.0 40' 95.2 42' 95.0 20' 110.0 24' 110.0 28" 110.0 30' 48" 110.0 32' 109.1 36' 103.5 40' 99.8 42' 95.0 20' 110.0 24" 110.0 28' 99.8 30" 54' 95.5 32' 91.9 36, 86.2 40' 82.2 42' 80.6 20' 110.0 24' 97.0 28' 86.8 30" 60" 82.8 32' 79.4 36' 73.9 40' 60.0 20' 110.0 24" 107.8 28' 95.9 M. 66" 91.3 32' 87.3 36, 60.0 40' 60.0 20' 110.0 24" 97.0 28' 86.0 30, 72' 81.7 32' 77.9 INT.(- 120.0 120.0 177.3 160.9 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) 1 VDTH HEIGHT 20' 24' 2B" 30" 32" 36' 76" 105.8 90.9 80.5 76.3 60.0 60.0 20' 24' 28' 30' 32' 78" 102.7 88.2 77.9 73.9 60.0 20" 24" 28' 30, 84' 110.0 9TO 85.5 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT 19-1/8" 26-1/2" 37' 42' 26' 110.0 195.0 110.0 195.0 110.0 184.2 110.0 152.4 19-1/8" 26-1/2' 37' 42' 38-3/8" 110.0 195.0 110.0 172.6 110.0 156.3 95.7 120.0 19-1/8" 26-1/2" 37' 42' 50-5/8' 110.0 195.0 110.0 154.7 94.0 120.0 89.0 120.0 19-1/8' 26-1/2' 37" 42" 63" 109.3 149.9 $4.8 116.2 67.9 93.1 60.0 60.0 19-1/8" 26-i/2" 37" 74-1/4' 110.0 154.8 86.4 118.5 60.0 60.0 19-1/8" 26-1/2" 37' 76' 109.9 120.0 84.0 115.2 60.0 60.0 19-1/8' 26-1/2' 37' 77" 120.0 P604.0 60.0 ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. #14 SMS AT 6" FROM ENDS 17" O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL a •I Y a. 4 • - - •TYPICAL ANCHORS TYPE 'A' OR '8' AT 6' FROM ENDS AND 2 1/2' MIN. 17' O.C. MAX. AT JAMBS EDGE DIST. 17 O.C. MAX. AT HEAD/SILL #14 SMS AT 6" FROM ENDS 17' O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 17" O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL TYPICAL ANCHORS: SEE ELEV. FOR SPACING INSTALLATION TYPE '5' INSTALLATION TYPE '6' 29Y WOOD BUCK OR WOOD STRUCTURES A - 1/4" DIA. KWIK-CON II BY 'HILTI' (Fu-163 KSI, Fy=157 K$1) TYPICAL INSTALLATION DETAIL DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o - n. vutcni,vry or ..... trU-1// KJ1, Yy-16J KSq DIRECTLY INTO CONC. OR FILLED BLOCK •• ••• • • 21600- 845 c o • • • • • • • • • o v 1-1/4" MIN. EMBED INTO CONCRETE • • •• •141 • I �.065 o o d 8 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS •• • f �65� • �4 • °c - C - #14 SMS (GRADE 2 CRS) • • • • • • • _• • 1.125 562 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES �- o Ergr. JAVAD AHMAD 1-1/2" MIN. PENETRATION INTO WOOD 1.436 CIVIL PRODUCT RF.VISIAD q v • 000 • • • • • • M PE // 70592 ns complying with 1hn Floridtt i • • • • • ••1� • .903 C.A.N. 3538 Building Colo 15�012.r� TYPICAL EDGE DISTANCE • • • • • • • • • • Acccptet ce No ii _ • • • • • • ,1� • Bro1im Date c INTO CONCRETE AND MASONRY = 2-1/2" MIN.• •• • • &IJAIN -BUI OPTIONAL COVER 5 �18 b INTO WOOD STRUCTURE = 1 " MIN. 000 • • • 6063•T6 • 6063-T6 Ni 2 By NU D&kPrndtKt drawing no. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN, W98- OOI C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 P% jAp. • • • • 000 • • sheet 7 of 7 • • • • • • • • • • ••• • • • ••• • • V M IAM 1•DADE MIAMI-DADE COUNTY M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOir? 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DI T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANC www.miamidade.gov/economy CGI Windows & Doors 10100 NW 25" Street Qa .. 11 Miami, FL 33172 9P SCOPE: 1i 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) reset�e4ke*right •• • to have this product or material tested for quality assurance purposes. If this prodyjt•or• materig1 J§ils to • • perform in the accepted manner, the manufacturer will incur the expense of such tqlin&and thdATIj'may ••••;• immediately revoke, modify, or suspend the use of such product or material within.tb4eJvrisdictio4 RER . reserves the right to revoke this acceptance, if it is determined by Miami -Dade Covaly Produet.%ntrol Section that this product or material fails to meet the requirements of the applicable buiikkxg code** • • • • * • • • • • This product is approved as described herein, and has beer' designed to comply wfifr *1t-.Florida PttiMing • • • • • Code, including the High Velocity Hurricane zone. • • • • • •• • • • • •; • DESCRIPTION: Series "Sentinel 130" Aluminum Fixed Window - L.M.I. ; , • • • • APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fined Wixaow ' • (S.M.1.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/t5!, • 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 IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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. Approval Date: June 25, 2015 NOA No. 15-0413.03 MIAMI-DADE couNTY Expiration Date: September 22, 2020 i l Page 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 AO PV.C-fix�d window, to qualify DuPont "Butacite" PVB interlayer, Duraselal"'aMrSuper Sutter® insulating glass spacer, prepared by Certified Test Laboratories,�e�s;eport No CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh G.Patel, P %.... • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading por•I:BGTAS 20I A4 2) Large Missile Impact Test per FBC, TAS 201' 94 • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS *AV--D4 along with marked -up drawings and installation diagram of a series 7100 PIE -project out window, to qualify DuPont "Butacite" PVB interlayer, Durftar .and Sir . Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test IZQport 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 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. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) Manuel ez, P.E. Product Cont r 1 aminer -0413.03 NOA N . 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 0 ...... 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNe;ic6s &. 6mo, Inc. • for their "DuPont SentryGlas® Interlayer" dated 08/25/11, exD1t1bg*bn 01/TVr7. ...... 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeN jipours & Co.= Inc. • • • • for their "DuPont Butacite0 PVB Interlayer" dated 04/11/13,%XVjri1ig on•l.?/j jf16. .... 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Gompany (A ) ..:..' for their "Saflex Clear and Color Glass Interlayers" dated 061.9 N., expin"g*en • • • • • • 05/21/16. """ ' 00 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Ceompagy{MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass lgtdrlbyers yYjth PET : • • • • Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51" Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (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 antler NOA 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 CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. vv� Manuel Perqq.E. Product Control E n' er NOA No. 15-0 3.03 Expiration Date: September 22, 2020 Approval Date: June 25, 2015 E-2 49" FLANGE WIDTH D.L. OPG. Vi m 8" MAX. 18" MAX. ZW HEAD/SILL A 3 SHORTER U CORNERS SIDES �o I h it u II n II II C II II u u u n Ci3 II II � it /!'�❑ II u Oa ilf �� ZzJ ll� 11 Ci n n II It It I! ___ ___TI-_-__ -IT II II u II II I! 11 II II II LL— I� II �13 - E13 O o �o n 4- O1 I FALSE MUNTINS (SURFACE APPLIED) OPTIONAL rLANGE�&_FLANGE ADAPTOR FRAME SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WOW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 48" 49" BUCK WIDTH FLANGE I / I II II II m� z I 0 ' it II II II II II II ip O U II II II II II n u n n n II n II n u II n II II AL � t` O _= _II_____ _rI_____ p, u _ II II n n z o II II n I I II II u u 11 II ____J1--____IL____ --_._ Ir----Tr--- W W zo II __ _L__--__LL__ --Ir------ -- II II It n n Orn II u II 11 II II II II II II II II II 18" MAX. I I 8" MAX. I 18" MAX. la ANCHOR SPACING SHOWN HEREIN APPLICABLE �z TO FLANGE AND FLUSH FRAMES. o SEE SHEET 1.1 FOR FIN FRAMES. � U 96" BUCK HEIGHT D.L. OPG. xxgg h 0cn it n O II It Y J U II II II// II II II II JL�_--II 11 m7r----1====_ n ° t 6" MAX. 17" MAX. CORNERS STRAIGHT SIDES SIDES CORNERS SIDES EQUAL LEG FRAME WWI—DTH� WINDOW WIDTH I�WINDOW WIDTTH�{I WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH I I I I 3 3 I I L —J L— _J WINDOW WIDTH I WINDOW WIDTH WINDOW WIDTH W. WIDTH DAYLITE OPENINGS: --� D.L.O. HEIGHT =BUCK HEIGHT - 3.00" r , D.L.O. WIDTH = BUCK WIDTH - 3.00" �, I i ... •_ • • LAM. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE % % • •• •'i• • •`�• •� INSULATING LAM.GLASS • • • • • • i REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ; 3 # •; •o • • •" LARGE MISSILE IMPACT HURRICANE ZONE (HVHZ). o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. I I L J • ••• • • • ••• THESE WINDOWS ARE RATED FOR LARGE & SMALI MIS%I.E t:CT • SHUTTERS ARE NOT REQUIRED. • • • • • • • • • ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALOOMBL[ LOAD* FROM•THQS66HApES. • SMALL MISSILE IMPACT Engr: JAVAD AHMAD CIVIL PRODUCT REVISED FLA, PE J 70592 es complying with the FIm1Qe CAN. 538 building Code Acce9", No M 2015 retion Dnte By Miyni nde Product Control �4 Lu n w • 0 e V go 0 � G40rc _ O Q W e1 f F ' N I 3 "I g � z N O w d' v) N o M V) N 's 3 N h b Ed 0 rn Zz� 30 11 o m 8 '2 1I0I i drawing no. W10-02 • •• •• • • • •• •• 000 0 0 0 000 0 0 48" 48� 48� FLU N BUCK WIDTH BUCK WIDTH BUCK WIDTH o D.L. OPG. D.L. OPG. TYPICAL ELEVATIONS D.L. OPG. O 6' MAX. IG" MAX. N % HEAD/SILL I A2 STRAIGHTo CV`'�M: 7S• d CORNERS SIDES 'O S7 ESp SRO a- O a pE' m rr w a O pO U o 0 OG 7 Z TIrI------II ( O --u------tl----Ir-----tr- o: - -----tT= — /yK 0 u u aaQ u u u n u u u n II II u n °�anoo n u II II u u ���Qyyjj II II II II —t. L-----1 BUCK WIDTH I L° ---- ------ ---- C2 n u u J pJJ II / II II / II II / II W r F D.L. OPG. _ F _-__i1------ ______�1LLI- LIIIIIIrLIIII ------ _�lIIIllrIII ___-__-.__-_O= O 1_____ O _Y J Y J II 11Y J jm 11 m O140_- •{ .^vv-1. N ,I 1 !I it II N II II 1n II It II II II II II II =--____= g ——=1j✓-=__:=µ Z (/i II II - II II II II � � II II II /. II it � Q' 'pero II II II II II II m O II 11 II/i II II p Q YI _� ____=H.._ _-1+�I _ _ ____L_ II II II// II II X O w \' II II I II II II U J 11 II _JL/___II II W_ O M In 1(1 r N 3NM'0 FALSE MUNTINS 6• MAX, 16" MAX. z 3 0 (SURFACE APPLIED) 16" MAX. 6' MAX. 16' MAX' CORNERS MMM--- STRAIGHT OPTIONAL STRAIGHT HEAD/SILL STRAIGHT SIDES SIDES CORNERS SIDES U0� O FIN FRAMES w Innva c r € N ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES ~ N O • • • • • • • • • • • • C d m o • • • • • • • • • O O 4 • • • • • • • • • .j o •• ••• •• • • • •• 0 0 t Engr. JAVAD AHMAD PRODUCT REVISED a CML ns complying with tho Flatlde I • • • • • • • • FLA. PE / 70592 Building Code �,(� o • • • .0. .0. • C.A.N. 538 Acccptwlce No �5_ 04 �.1191• • • ••• • • • • • G • • • • • • • • • • • Gx 'nlion Dete 3 MA 2015 By Miam' ode Product Co drawing no. W10-02 ••• • • • • ••• • • sheet 1.lof 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _ i DESIGN LOAD CAPACITY - PSF I FLANGE DINS. L BUCK DINS. GLASS -TYPES 'C'&'Cl' CLASS _TYPES WIDTH (W) LENGTH (L) WIDTH (W) ILENGTH (L) EXT.(+) INT.(-) EXT.(+) 1NT.(-) ` ,4• 30' 36, 42" 48" 54' 60" -61" 36 " 11,1160',.. 2 �29, 35" 41" 47" S3' 59" _ " - 35• y 80.0 80.0 j 9G.G -80.0- + 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 _80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 80.0 80.0 80.0 24" 3 CC 30 36 42 48" 54' 60" 61" f 48„ - 23" -29" ` 35 41" 47 53' 59" 60' 4 � 80.0 80.0 �, 80.0 80.0 _ 80.0- ` 80A_. , 80.0 80.0 80.0 80.0 80.0 - 80.0 `70.2 - _ 70.2- _ 80.0 61.3 61.3 80.0 _80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0-- 61.3 61.3 80.0 80.0 24' 30- 36' 42' 48" 54' 60' 61" 80' 23" 29" 35" 41' 47" 53" 59 60" 59, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.5 65.1 65.1 48.8 48.8 65.1 65.1 24" 30" 36' 42' 48"�- 61' 72•�ti -' 23' 29" 35" 41" 47 53" 59-� 60' 7,� 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5r --72.5 48.8 48.8 65.1 65.1 1 48.0 48.0 64.0 64.0 24- 30- 36, 42' 48- 54" 56- B4, 23" 29' 35" 41, 47" 53' 1 55' 83, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 70.0 70.0 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 52 .1 52.4 69.8 69.8 E 97" 23' 29" 35' 41" 47' 48- 96, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 75.6 75.6 80.0 80.0 65.2 65.2 BO.O 80.0 60.6 60.6 80.0 130.0 59.6 59.6 80.0 80.0 30' 36' 42" 46' 102' 1 23" 29" 35" 41" 45" 101" 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 74.6 74.6 80.0 80.0 65.7 65.7 80.0 80.0 59.3 59.3 80.0 80.0 24' 30, 36" 42' 44' 108" 23" 29" 35" 41" 43' 107' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.8 73.8 80.0 80.0 62.4 62.4 60.0 80.0 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY - PSP FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'Cl' CUSS TYPES 'D'&'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) DR.(+) 1NT.(-) 24" 30" 36" 41' 114' 23' 29' 35' 40' 113' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.0 73.0 80.0 80.0 61.4 61.4 60.0 80.0 24' 30 36" 39' 120" 23" 29" 35' 38" 119' 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 72.4 72.4 80.0 80.0 65.9 65.9 80.0 80.0 24' 30' 36- 39" 121' 23' 29- 35, 38" 120" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.3 72.3 80.0 80.0 65.0 65.8 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'Cl' GLASS TYPES 'D'&'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) DR.(+) INT.(-) 19-1/8" 26-1/2- 37" 48' 53-1/8" 61" 26, 18-1/8" 25 -1/2' 36" 47" 52-1/8- 60' 25, 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 19-1/8- 26-1/2" 37- 48- 53-1/8" 61' 38-3/8' 18-1/0" 25-1/2' 36" 47" 52-1/8- 60- 37-3/8" 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 $0.0 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 80.0 19-1/8- 26-1/2" 37" 48" 53-1/8- 61' 75-1/4" 93-3/4" 50-5/8, 18-1/B" 25-1/2' 36" 47" 52-1/8- 60- 74-1/4' 92-3/4' 49-5/8 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 76.5 76.5 19-1/8, 26-1/2" 37" 48' 53-1/8- 61" 75-1/4 63' 18-1/8" 25-1/2" 35" 47" 52-1/8- 60" 74-1/4' 6Y 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 B0.0 80.0 .3 J • 3. .7 • ♦8.0 46.5• 41►0 4�5 • 964.0 •61.� 64.0 0 19-1/8" 26-1/2' 37" 76" 18-1/8" 25-1/2" 36" 47' 75' 20 • %SO 0 •80.0 • 85.0 • 80.0 80.0 80.0 80.0 78.9 78.9 80.0 80.0 111.3900 I w�`1 L J / NOTE, k WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY. OR HORIZONTALLY AS .SHOWN ABOVE. J4- BUCK DIMS )i" �• I FLANGE FRA�� II k FLANGE DIMS----�I BUCK DIMS EGUAL LEG FRAME BUCK DIMS FIN FRAME BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS -) • WE: • GLASS CAPACITIES ON THIS SHEET ARE E2SED ON ASTM E1300-09 (3 SEC. GUSTS) **AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 81.3 • 80.0 80.0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT' REVISED CML FIA. PE { 70592 co -plying wi with the Florlde C.A. 538 Building Code ��4,F,� Acceptouce No -641 .Q�� Llx 'nttion Date t By 4 015 Nitwit' ade Product Control 2 � W 1pp 0 a V m O g IL 4 O y13 00 Q zW drawing no. W10-02 3/16" ANN. GLASS .075' Intedayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090' Intedayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090' Intedayer DuPont Sentry'Glos 'E.I. DuPont De Nemours & Co., Inc.' OR .090" Inlerloyer DuPont Butacite PVB By 'E.1. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS m z SILICONE GE \ " E3 1 �! DOW1 200 CORNING 899 rn 1! !I DOW CORNING 995 a \ / 0 F PTATNTSON LITES x 36" W GLASS TYPE 'C' 7/16. OVERALL LAM. CLASS (L.M.I. & S.M.1.) 3/8' AIR SPACE1, 3/16" HEAT STREN'D GLASS 3/16' HEAT STREN'D GLASS .075" Inlerloyer Saflex CP Wilh PET Core O'Eastman Chemical Co.' R 090" Inlerloyer Saflex Clear And Color Class 'Eastman Chemical Co.' OR .090' Inlerloyer DuPont SentryGlas O'E.1. DuPont De Nemours & Co., Inc. R .090" Intedayer DuPont Butacite PVB By 'E.I. DuPont De Nemours & Co.. Inc. p m 3/16- HEAT STREN'D GLASS 1 SILICONEGE (i�XDOW 1200 E3DOW CORNING 899 CORNING 995 � u 0 EW., M5 AF14 INTS ON LITES X WIDER THAN 36' W GLASS TYPE 'D' 7/16' OVERALL LAM. GLASS 6" ANN. GLASS 3/I6" HEAT STREN'D GLASS ,f .075' Interlayer r^.075" _ Inlerloyer Saflex CP With PET Core Saflex CP With PET Core 1 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' :OR OR .090" Inlerloyer 090" Interlayer k Saflex Clear And Color Class r Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' ' OR : .090' Intedayer 3/8" AIR SPACE — OR — - ' .090" Intedayer DuPont SentryGlas I ' DuPont SentryGlas" �— 'E.I. r By 'E.l. DuPonl De Nemours & Co., Inc.' By DuPont De Nemours & Co., Inc.' OR I 1_ —.. T OR r — 090' Interlayer ` 3/16 HEAT —— STREN'D GLASS .090' Inlerloyer l DuPont Butacite PVB - 'DuPont Butacite PVB By 'E.I. DuPont De Nemours_ & Co., Inc.' By 'E.I. DuPont De Nemours & Co., Inc.' r 3/16" HEAT STREN'D GLASS + r— — —� `3/16' HEAT STREN'D GLASS r SILICONE r E SILICONE ICE 1200 DOW CORNING ass m GE 1200 DOW CORNING 899 DOW CORNING 995 -1 I • 90"CONNINIS 995• ••••—MI••• • ••• • • • •XL EDGE SPACER • • YL fiDGF• SP6CEI6 • • • • ST. STEEL BY 'CARDINAL' � • 6T. 49TELIL BN 'OtAROLNAL+ • OR E4 I I1 •• • e5R •• • • • •• DURASEAL BY 'QUANEX' DURASEAL BY 'OUANEX' 1 1Ttt0il OR SUPER SPACER BY 'QUANEX' ap OR SUPER SPACER BY 'QUANEX' MS Al 1/4 POINTS ALL SIZES GLASS TYPE 'CI' 1 I" OVERALL INSUL. LAM. CUSS (L.M.I. ONLY) (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF CLASS TYPE 'Cl' & 'D1' MUST BE TEMPERED. F MS AT 1/40PO NTH ALL SIZ6%te • • • • • W— • • • • • • • • • • • • -- GLASS 'DI • • • • • • • • • T • • • • � 1' OVERALL INSUL. LAM. CUSS _ r 000 • • • • • • • • • • • • • • • • • • • is • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z N �x O w �N o M U) N C) r7 O M rn E 03. ,n fa Z z N 30 a. SILICONE GE 1200 a DOW CORNING 899 s W _ 1� ii DOW CORNING 995 �1 .I I M ✓, n LL 11 it I! I! I! u u of SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 OPTIONAL GLAZING DETAIL '0 GLASS TYPES 'Cl* & 'D1' o Erg,: JAVAD AHMAID o II CIVIL PRODUCT REVISED N FLA. Pe 111 70592 as —plying with the Flarida o 3338 Dulldiug Code Acccptence No 15• 0 �1� irel'on Date 20 vDydrawing no. MAY N4iatn' ode Pro uct Co. W10-02 sheet 3 of 6 _ TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. u `TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2" MIN.f INTCNOOD� STRUCTURE = 1" MIN. ' C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 20DO PSI MIN. /R �Y a THESE DETAILS ARE. TYPICAL ON ALL FOUR SIDES OF IPINDOW - — — — - ! INTO METAL STRUCTURE = 3/4" MIN. I INSTALLATION DETAILS THRU 1X 1 INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL O WOOD BUCKS INTO CONCRETE^- BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS a o v _ FLANGE FLANGE TYPICAL ANCHORS SEE ELEV. FLANGE 1/4• MAX. FLANGE p a H _ :I 28Y WOOD BUCK FOR SPACING SHIMS METAL V p p jI jl jl OR WOOD STRUCTURE ANCHORS TYPICAL SEE ELEV. STRUCTURE ry z a Q V M! pp 0 II li M2 FOR SPACING ° a �� M2 SEE ETYPICAL ANCHORS LEV. dI O co It� X p O11 li B S2 = = A I \ N O FOR SPACING LL� LL ffgl Et S2 jj jj MIN.. i 3 VI N .. ... • p TYPICAL ADTCHORS r it II M2 N u .. SEE ELEV. ° 1 BY FOR SPACING E3 II II j j l 1 1 v 3 WOOD BUCK Ei E3 g ME 0 N B 1/4' MAX. Ow r- O c EQUAL LEG EQUAL LEG SHIMS EQUAL LEG E2 ' EQUAL LEG ( to N ° 1 29Y WOOD BUCK ° v M2 METAL M !/1 3 O N rM iO B !! 1 OR A l WOOD STRUCTURE C STRUCTURE Tj _ 0 rn 3 m Ij !j % � ANCHORS g K 2O UJ.... E3 M2 4� _ _TYPIC SEE II �I = FOR SPACING 05 M3 i S2 a p T. TYPICAL ANCHORS M} S2 I� II SEE ELEV. FOR SPACING a E3 N 3, p iE to ° a` n tl ° • . v TYPICAL ANCHORS M2 E} II !I I SEE ELEV.' ° 1BY FOR SPACING TYPICAL ANCHORS !I II SEE ELEV. WOOD BUCK I FOR SPACING •• ••• • • • • N 2 •' _ _ • • • • • • • DIOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. — • • i i o -' o °c o W r • • • • • • MWST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: SEE ELEV. FOR -SPACING #14 SMS OR SELF DRILLING SCREWS (GRADE 2 COS) • • • • • • kIjt[J"TRANSFER THEM TO THE BUILDING STRUCTURE. ° o 1 t INTO METAL STRUCTURES • • • • • • • • • ] 14^ DIA. TAPCON BY 'ITW' (Fu-120 KSI, Fy-92 KSI) } /4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) En9n JAVAD AHMAD PRODUCT REVISED ALUMINUM 1/8" THK. MIN. (6063—T5 MIN.) CIVIL b ro r N INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (STEEL IN CONTACT WITH ALUMINUM TO BE P�A1�4't)R PAIIJTED) s • • • • FLA. PE Y 7oss2 es complying wiN Ilro Fbride 0 1-1/2" MIN. PENETRATION INTO WOOD • • • • • A,cepnoceN IS-o41 • • • • • • • • • • Acctptwme No THRU 1BY BUCKS INTO CONC. OR MASONRY — 4 SMS OR SELF GRILLING SCREWS (G �dE 2 CRSI • • ••10 D1-1/4" AC.KN.3 MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI-DADE COUNiY APPROVED MULIIU�S I�IN. THK. =•.09d • •( )Miami adc Pro uctC ntrolDIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) MAY 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY • • • • • • • • • • • • sheet 4 of 6 i s• i�� i i• i • •• •• • • • •• •• ••• • • • ••• • • I IL f TYPICAL INSTALLATION DETAILS V�V o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW o uj mi _ � m n i INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL $ a WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS a a FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR ° g a TYPICAL ANCHORS 1/4' MAX.M''t LL p SEE ELEV. FOR SPACING SHIMS ryO M p z CL 20Y WOOD BUCK V� OR METAL IQ. jl jl g3 E3 I M2 WOOD STRUCTURE A3 TYPICAL ANCHORS SEE FOR SPACING NG STRUCTURE TYPICAL ANCHORS yR�� W 0 Q ; G i 5 a v M2 ELEV. w :� Z M li S2 s 'v to N \ rSEE I FOR SPACING too Q W pt E2 a E6 F2 ' _-= r J N E6 �- 52 MIN., m o >. o TYPICAL WCHORS E3 j M2 I SEE ELEV.' a j \ z 1BY FOR SPACING WOOD BUCK I� II a .a E6 E2 E3 w O rR x O w 2 3/I per{ 1/4- MAX. � BUCK HEIGHT 1/4" MAX. �N o I 3 N a WOOD STRUCTURE NOT BY CGI 1/2" MIN. 1/2' MIN. r7 O zz� 2 3/8` MIN.BACKBED FIN FRAME M2 CAULKING g o Oil N TYPICAL ANCHORS: SEE ELEV. FOR SPACING I I 0 #B SMS (GRADE 2 CRS) -___._:_ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 2 -___.._:._.__-, WHEN USED THE MIN. WOOD 1-1/ 4" MIN. PENETRATION INTO WOOD Et t BUCK DEPTH SHALL BE 2%". 2 THE USE OF DEEPER OR ci 0 ci o E5 E3 EXTERIOR BEVELED WOODBUCKS IS HOUSE WRAP PERMITTED. NOT BY cGi •44�� BUCK WIDTH BUCK WIDTH m'2r MVI-DADE COUNTY I j SP� APPROVED MULLION II L �QJVj • N Oy o A dMULLION ANCHORS A• • • 1 • I ._ ° iv I SEE SEPARATE NOA • • I • • • • • • • • i I i i --AH- I L------- -- - ---- J _____� Engr. JAVAO AHMAD CIVIL PRODUCI'REVISED I I I - - _ _ _ _ • • • • t • • • FLA. PE 70592 .s complying With the Florid. o = - - - - - - 1 I - - - - - Building Codeccepmlne • • • ! f • • •�e TYPICAL•AI{CMORS 135,18 Nol "�: W 1 O _ O2 FOR SPACINGU,y Product on of /#14 x t' sMs. • • • • • • • • • • • • sheet $ of 6 • • • • • • • • • • • • •• •• • • • •• •a ••• • • • ••• • • A w 2 E1 FLANGE FRAME v.068.� �)^2.505 B12 1.495 95 065 TYP. 1.335 E2 FLUSH FRAME/FIN FRAME ^j .675 .995 TYP. 975 1 1.184 E3 GLAZING BEAD (LAM. GLASS) j-120 99 �F-1.184 _,050 TYP. �— I,000 125 M4 Ea GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL. GLASS) L 130-^{h-.O65 1.550 61.450 1,680 .180 .550 O50 .0500 1.395 E5 NAIL FIN ADAPTER E6 FLANGE ADAPTOR ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLER/REMARKS E1 CGI-118 4/ WOW. FLANGE FRAME 6063-T6. - E2 CGI-119 4/ WOW. FLUSH FRAME/FIN FRAME 6063-T6 - E3 CGI-121 4/ WOW. GLAZING BEAD (LAM. GLASS) 6063-T6 - E4 CGI-123 4/ WOW. GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 - ES CGI-110 4/ WOW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI-109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - Ml GGI-382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI-124 AS READ. SCREW COVER- OPTIONAL PVC - M3 CGI-112 AS READ. RUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8-) 6063-T5 - M5 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A S2 010 X 1-1/4" 2/ CORNER ASSEMBLY SCREW PHL. PH SMS ST/ST - WELDED JOINT AT ENDS CIRCULAR WINDOWS T RECT. OR SQUARE WINDOWS CORNER DETAILS • • • • • • • • • GYP. _ • •• • • • • ••• • •• ••• •• • • • •• 1395 1.119 • ••• • • • • • • • • • • ••• • .050r —7 .050 J1� I 7 • • • • ••• •• ••• • • • • • • ••• • • • • • • • ••• • • :• .06 1.081-�i M3 FLUSH FRAME COVER M2 SCREW COVER • • : • : • : • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 000 • • u N O 0 ul 0 J V J NN I ry f d O Igo U 0 O N � N I 8 N Z 1n pNp p O M X Ow O H U) el to u7 u T(VM wl d p3Mrn E Z 2 � W 3oQ U0 Engr: JAVAIVI o AHMAD D PRODUCT REVISED on M RA. PE i 70592 as complying with the Florida C.AN 3538 Building Code o �, Acceptance No 15-40 V3„0.9 iratimt Date !ft o 8 $ 3 a b 5 B 2015 Mtem ode Product Con I drawing no. W1 Q-02 sheet 6 of 6 I- MIAMI•DADE DEPARTMENT OF REGULATORY AND EC( BOARD AND CODE ADMINISTRATION DIV NOTICE OF ACCEPTANCE CGI Windows & Doors 10100 NW 25 Street Miami, FI.33172 51 MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION (REY 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy SCOPE: IRip FF am Sd 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 *000 Section that this product or material fails to .meet the requirements of the applicabl�buoi jig coat. • • • • • • This product is approved as described herein, and has been. designed to comply vvlth the Florjdd Uwlding •. Code, including the High Velocity Hurricane Zone. "" DESCRIPTION: Series "Sentinel'120"AluminumHorizonfalSliding Window.-. 1VI.I. •.;• ;••••; APPROVAL DOCUMENT: Drawing No. W 10-18, titled "Series Sentinel 120•A4m. Hoti� rSIiding• •; • • • Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 0_TMV? x with rett?bh "G"• • • • • dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Afm ad, P. E' Bearing the"":' Miami -Dade County Product Control Revision stamp with the Notice of Acceptance r*ririfuber and expiration '. . . . . ...... date by the Miami -Dade County Product Control Section. • • • • • • _ _ _ MISSILE IMPACT RATING: . . ...... Large and Small Missile Impact Resistant .. ... LIMITATIONS: 00 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. 154512.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No.15-0929.13 5 I 1 Expiration Date: September 22, 2020 1 Approval Date: May 19, 2016 Page I 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 2Q 1-94 ; • • • • • • • • • 5) Cyclic Wind Pressure Loading, per FBC, TAS203-94 .... •• 6) Forced Entry Test, FBC 2411 3.2.1, TAS 20194 • '- 00000 • . •. •:. along with marked -up drawings and installation diagram of T series Sentinel 120: . • aluminum horizontal sliding window, prepared by Certified AV l.aborat6f e§, Test' Report No. CTLA-3062 W, dated 07/07/ 15, signed and seale • . Ramesh •::Patel,• • • • • p g � Y. .. ..:..' . . 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading terF$C TAS 202-94 •� 2) Large Missile Impact Test, per FBC, TAS 2131-91r :...:. • • • • • • 3) Cyclic Wind Pressure Loading, per FBC, TAS &-94 * : • • •.: along with marked -up drawings and installation diagram of a series7fixed 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. (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 03/03/15, 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. 154929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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-�4 : • • •: • 5) Cyclic Wind Pressure Loading, per FBC, TAS*2(33-94 .... .' , y 6) Forced Entry TestFBC 2411 3.., 21TAS 20i2,- 4 . .... ...... along with marked -up drawings and installation diagram 'af'A*series "Sentinel;..•.; aluminum horizontal slidingwindow, prepared b Hurricane• o'esTLaboratoi' LLC' p p Y ....' ...Y�' t.... Test Report No. HTL-0080-0102-10, dated 06/04/10, signed qrA healed l& .'�inu J..:..- Abraham, P. E. ' .. .. .... ...... (Submitted under NOA No.10-0510.12) • • • • • • • . . . . ...... C. CALCULATIONS • • • • • • 1. Anchor verification calculations and structural analysis, complying withC 5'9 Edition (2014), prepared by AI--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 "Butacite0 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. 154929.13 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. Statement letter of conformance, of complying with FBC 5" Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 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 C% ,A �056 Q dated • 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056.W.Cvdated 04116l'15, all...:. issued by Certified Test Laboratories, all signed and sealed by -Ramesh C. Patel, P. E. • • ...... (Submitted under previous NOA No. 15-051Z05) .... .... . . 5. Testing Proposal issued by the Product Control Section, dated .:1.2/16/14* signed by 0 • • .. ... .. . ..... Jaime Gascon P. E. Section Supervisor. • (Submitted under previous NOA No. 15-0512.05) • • • • • • . • 6. Laboratory compliance letters for Test Report No. HTI,0980-0102-1f. j§lged by••• -- Hurricane Test Laboratory, LLC, dated 06/04/10, signed $nd, *sealed •by Vinu x....; 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. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22, 2020 Approval Date: May 19, 2016 E-3 TYPICAL ELEVATION 6" 111' GE V S' MAX. TYP. �I II E f 6 11 F II 6 j j _F A 6 / / O o I II I I It 11 ---rr----- II I1 45 II II II I I 5 iI Ic z 0 0 0 FALSE MUNTINS (SURFACE APPLIED) 32 7/8' 32 7/8" AODL ANCHOR REOD. AT CENTER OF ALL PANELS OPTIONAL D.L. OPC. D.L. OPG. FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS 36 3/8' ,AT HEAD/SILL VENT WIDTH. i FLANGE &FLANGE ADAPTOR FRAME I in" FIN FRAME N x � Y Yml 2 YN1 5 1 5" MAX. TYP. MTC. STILE <' F_. El �� 11 II F II I I jj F 7 II 6 II 6 Q, I j p I 11 1 I I C^� V II II J.v B1 I I 1 Hi \ L I i I FALSE MUNTINS (SURFACE APPLIED) 32 7/8' 32 7/8' OPTIONAL D.L. OPC. D.L. OPG. 35 3/8" VENT WIDTH EQUAL LEG FRAME FRAME 5zZ SERIES SENTINEL 120 o ALUMINUM HORIZONTAL SLIDING WINDOW 4rV 8 U 0 o_ � rc N 0 Z m O h 3 \ � N Qi Z� ti o. -16 0 � H nmm V C) O'3raa $ O Q m l , z co AOOL. ANCHOR REDD. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL _ rn =d C n I 0 w N 4 C j O N O 3r I _ 0 M n d CZ_j o� v�k PRODUCT REVISED DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER as complyinB with the Florida CHARTS SHOWN ON SHEETS 2 & 3. BuildinDo a NOA-No. 15-0929.13 , APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Expiration Date 09f2212020 o R OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY By o APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. Mlam�at a Product Controls Product Control u LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL e' WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS D. ..• . • • • . 04, INSULATING LAM. GLASS . • THIS FROMCTORA! BPENsOESIGNBD AND TESTED TO COMPLY WITH THE REOiy ItS�OF�I'H 2 STA DITION) FLORIDA BUILDING CODE LARGE MISSILE IMPACT .° o ? o o e eINCL� G iICFi VEIA fTY i 1WRICANEOZONE (HVH2). SMALL MISSILE IMPACT 00 W(10t BUCKS %Y ONiERS! MUST LP ANCHORED PROPERLY TO TRANSFER t111il11/ c LOADS TO THE STRUCTURE. AN ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS ��� ��I .......•".�►Z e ,WEOMEtg TOOg BASJ MATERIAL�SHAU qe ,BEYONO WALL DRESSING OR STUCCO. , •uCENSF. •.KJ ��� n a JOTHORINSP6RTJ Ltl G CCORQVNCITIq IS N:T SHOWN IN THESE DETAILS ARE C ZO Z 8 o e :10AD DURA:IOMIUCREASE }SeL1SEO : bESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. Q•'•. STA OF /., drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 14AY t 120 et ���''• RORIOP \��� C ME INT CONTl!��CT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �i S "'••••"'(�Q� w10 -" 18 e R UIREMgNTt 00 THE,"14:FLORIDIt BUILDING CODE & ADOPTED STANDARDS. ///7S�Q7Yial.t;t\��� $heat I of j I ... . . . ... . . .. FLANGE WIDTH 6' MAX. HEAD/SILL 5' MAX. A C �{ Ty" STILE `MTG. II II II II 11 II 6 II 6 II II 6 U W x n O II II II II II II II 'I B II II II II D it A/ 5 5 11 I I FALSE MUNTINS ADDL. ANCHOR RED (SURFACE APPLIED) 24 1/2' 49 5/8- AT CENTER OF ALL OPTIONAL D.L. OPG. FIXED OR OPERABLE D.L. OPC. ABOVE 30' PANEL 1 28' AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME _ 110' BUCK WIDTH 5 1/2- 13 5/16' MAX. 5' MAX. MAX, nP HERO/SILL HEAD/SILL . 6G. STILE -- 1ANELS IDTHS II II F II II 11 I I 11 11 II 11 F II 11 II 11 II II ----1r--- u II --II - n n B2 n u II II 8 II 11 FALSE MUNTINS -� (SURFACE APPLIED) 24 1/2' 49 5/8- OPTIONAL D.L. OPG. D.L. OPG. 28' veNr wlDn+ FIN FRAME FLANGE WIDTH 5 1/2- MAX. 5' MAX. HEAD/SILL nP ! Al MTG. STILE � X N Ef II II R F II II II II jj j F 6 II 6 U II 6 w m N _j II II vi N O I I 11 - L I B1 II II II 11 II II x I N<! 5 II 11 �3; FALSE MUNTINS J ADOL. ANCHOR REOD. (SURFACE APPUED) 24 1/2' 49 5/8'• AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. FXED OR OPERABLE O.L. OPG. ABOVE 30' PANEL WIDTHS _ ya'- AT HEAD/SILL EQUAL LEG FRAME • •• • • • • ••i • s' o 00 *00 • • a,. • • • • • • • • •PRODUCT REVISED • • • • • • • • • •as complying with the Florida • • • • • • • • • • •Building Code 0 • • • • • *%A -No. 15-0929.13 000 • • Expiration D t 0912212020 By • • • • • • a • • • • • Miami - 'a Product Control •• aa� i �• •i � i i s• •� ••• • • • ••• • • MAY 1i \ V / gyp'•' uGENSF� � ez • L•. ATE OF �•�tl r � r o - e s � 5 drowing no. W10-18 1,DESIGN LOAD CAPACITY - PSF 1 _(XO OR OX SIZES) FLANGE DIMS -7 BUCK DIMS. STD. 117G. RAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES WIDTH HEIGHT ( WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2" 37• 53-1/8" 74' P6" 25-1/2" 36• 52-1/8" 73' 25" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 1 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2" 37• 53-1/8" 74" 38-3/8' 25-1/2" 36' 52-1/8" 73' 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2" 37" 53-1/8� F 74. 25-1/2" 36. 52-1/8". 73" -1 49-5/8" t 65.0 65.0 80.0 90.0 -� 50-5/8 - 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2". 37" 53-1/8" 74" 63" 25-1/2" 36' 52-1/8" 73' 62" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 60.2 60.2 80.0 90.0 `(1•/2W) ' (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX'\ DESIGN LOAD CAPACITY - PSF (XO OR Ox SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'k'AI', 'B'k'Bt' GLASS TYPES 'B' k .11. GLASS TYPES 'C' k TV WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) FXT.(+) INT.(-) EXT.(+) INT.(-) 55-3/4" 8-15/16' 83-1/2' 26' 54-3/4" 7-15/16 82-1/2' 25" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0. 65.0 55-3/4" 8-15/16 83-1/2" 38-3/8' 54-3/4" 7-15/16 82-1/2" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4' 8-15/16 83-1/2" 50-5/8" 54-3/4' 7-15/16 82-1/2' 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 55-3/4" 8-15/16 83-1/2" 63" 54-3/4' 7-15/16" 82-1/2" 62"'- 65.0 65.0 80.0 90.0 65.0�65. - - - - 65.0 - - - - 65.0 (1/3W) (2/3W) i G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' Yt' TYP. � BUCK DIMS _, Yt TMP• rEQUAL BUCK DIMSBUCK DIMS FNGEFRAME LEG FRAME FLANGE ADAPTOR FRAMLA FLANGE DIMS _ I I FLANGE DIMS _ P •• ••• • • **FLANGE & FLANGE ADAPTOR FRAME :00: .. 00 •• • ••. •*EQUAL LEG FRAME E5 E2, E4 E4 STD. MTG. RAIL: I H. GENSE'... • • • • • • • RODUCT REVISED • • ••• • • • • .7 92 • • • • • • • • • • lk'd-...' om lyin with the Florida • • • • • • • •tng ode NOTE: 15-0929.13 - GLASS CA;%811E5. ON THIS NEE? ARE • =Ir BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Date 091221202D ATE OF AND FLORIDA BUILDING COMMISSION '. OR%`D D. MTG, RAIL' DECLARATORd "ATGMENT 4DC.05rOGG�,,Pmd..l •24 Mi�'��� 1201 ��'/ss/QAjA� 7/riunllAA U M O o_ Z 0 OV W��E✓ cyl n 0 0 0 d 6 ,18g <6m2 � Z I N rn O e c 1 _ � M 2 N 3s 0 N O 0 r v Oi 0 W a s c 0 = N h 1~A I^ o N 3NMe O " cZ N c �I w 32Qn U0<� 6 IAA drawing no. W10-18 • •• •• • • • •• •• ••• • • • ••• • 0 }DESIGN LOAD CAPACITY - PSF ' (XOX SIZES) j _ _ FLANGE D1MS�� 4�HUCK DIMS. '� STD. MTG. RAIL H.D. MTG. RAIL Cuss TYPES "A'k'AI'!'B'k'Bl' Cum TYPES 'B' k'BI' WIDTH HEIGHT I WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) ING(-) 74' 106-1/4" 111' 26" 73• 105-1/4' 110" - 25' 65.0 - 65.0 • 80.0 90.0 65.0 65.0 60.0 90.0 65.0 65.0 80.0 90.0 74' 106-1/4' 111' 38-3/8" 73' 105-1/4' 110" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 _74'_ 706-1/4" 111" 50-5/8' "ram" _73" 105-1/4' 110" 49-5/8' 65.0- -65.0 80.0 90.0 65.0 65.0, 80.0 90.0 65.0 65.0 80.0 90.0 106-1/74' 4' 111" 63. 1 73' 105-1/4" 110' 62" 65.0 65.0 60.0 90.0 61.6 61.5 80.0 90.0 1 60.0 60.0 80.0 90.0 �.(I13W) (I/3W) (1/3W)5 T OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH_ y- )>." TIP. BUCK DIMS E FLANGE FRAME FLANGE DIMS _I ES 1 E4 E4 STD. MTG. RAIL H. DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. HTG. RAIL GLASS TYPES 'A'k'Al", 'B'k'Bl' GLASS TYPES 'B' k 'BI' GGSS TYPES 'C. k 'Cl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4• III' 26" 73' 105-1/4" 110' 25" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 05.0 80.0 90.0 65.0 65.0 74' 106-1/4' 111" 38-3/8" 73' 105-1/4" 110• 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 55.0 74" 106-1/4' Ili' 50-5/8" 73' 105-1/4' 110" 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 74' 106-1/4" 111" 63" 73" 105-1/4" 110' 52' 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 55.0 65.0 - - - - 65.0 65.0 (1/4W) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' �v m m F y r F•Zw 2� o� Daa<g N LL Z LL S Q W OOE U �o ri N N ` O 0 W v C4 O FNo N u7I:_- s r 3 n Z C2 0 12 :2 ' BUCK CAMS BUCK CAMS n `0 EQUAL LEG FRAME FLANGE ADAPTOR FRAME Ir FLANGE DIMS _I •• ••• FLANGE & FLANGE ADAPTOR FRAME n „ o TA;8 •. '•:::::: EQUAL LEG FRAME • • • • • • • • • � 0 u • • • • • • • • • • • • II11111111j AH O • •• • • • `�` �P ''VCENSF'• ;'CJ � a • • i • • : : : : ••• PRODUCT REVISED No 0592 ` • • • • • • • NOTE: • • • • • • • • • • • • as comps Ing with the Florida • •Building Code _ _ s by c X GLASS tAIlACITIES ON THIS SHEET ARE • • ZIA-Wo. 15-0929.13 TATEOF �/ drawingv no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Data 09122/2020 �Q F[ORIO�.•' AND FLORIDA BUILDING COMMISSION i \��` ' 1 20� ��iISS/� •... � W10-18 D. MTG. RAIL: DECLARATDXoST&TEMEIV IZCAQ5 �-Z19 By Miami -product control - I/III�A,jAlt\` • • • • • • • • a ontrol sheetp,lof 11 • • • • • • • • • • • • ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES TVA[% 'B'k'Bl' CLASS TYPES .0. k 'BI, WIDTH HEIGHT EXT.(+) INT.(-) EXr.(+) INT.(-) 25-1/2' 36" 52-1/8' 73' 25" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2' 36" 52-1/8' 73' 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2' 36" 52-1/8' 73" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2' 36" 52-1/8" 73' ' 62" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 60.2 60.2 80.0 BO.O (1/2W) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTC. RAIL N.D. MTC. RAIL H.D. MTG. RAIL. CLASS TYPES TVAI', 'B'&'B1' 01ASS TYPES V k 161, GLASS TYPES 'C' k 'Cl. WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 54-3/4' 7-15/16 82-1/2" 25' 65.0 65.0 80.0 50.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 7-15/16 82-1/2 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 1 80.0 65.0 65.0 54-3/4' 7-15/16 82-1/2" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 54-3/4• 7-15/16 82-1/2' 62" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 I(1/3W) (2/3W) :5 C OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' C n vi 0 C3 O F U LL 0 H N o 3, NM1 n � 3 n o zL, 30A BUCK DIMS G G 3 oos FIN FRAME ok u 33 ES E21 E4 E4 STD. MTG. RAIL: H. • • • • • • • • • • • • • . .. . 0 0: . . .. ..: . .... • ••• • • • ••• • • • • • ' • • PRODUCT REVISED • • • • • • • • • • a• .--plyinp with the Florldn • NOTE: • • • • • • • • ,Building Code • • • • GLASS CAPACIAS ON THIS SHEIf ARE • NOA-No. 15-0929.13 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration onto 09/2212020 AND FLORIDA BUILDING COMMISSION By D. MTG. RAIL: DECLARATORA'•STATEMEW 9CAC5-9KC-219 • Mlaml-D a roduct Contra • • • • • • • • • • • • ••• • • • ••• • • FIN FRAME 0.7 92 c \ �• STATE Cf 7•�(/�� drawing no. 14AY 1 120 '. FCORLor.• ; �W10-18 '''�SSI��i��� sheet 3 of 11 DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. HTG. RAH. H.D. MTG. RAIL GLASS TYPES CUSS TYPES WIDTH HEIGHT EXT.(+) INT.(-) E XT.(+) INT.(-) 73' 105-1/4' 110" 25' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4' 110' 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4" 110' 49-5/8' 65.0 65.0 80.0 - 02 65.0 65.0 30.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4' 110' 62. 65.0 65.0 80.0 80.0 61.6 61.6 80.0 80.0 60.0 60.0 80.0 80.0 (I/3W) (1/3w) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. RTC. HAIL H.D. MTG. RAH. GLASS TYPES 'A'&'Al', 'B'&'H1' GUSS TYPES V & 'BL' GLASS TYPES C. & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1 /4" 110" 25" 65.0 65.0 80.0 80.0 ' 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 50.0 65.0 65.0 73" 105-1/4' 110' 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80A 55.0 65.0 73" 105-1/4' 110' 49-5/8' 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 55.0 65.0 73" 105-1/4" I l a" 62" 65.0 55.0 80.0 80.0 65.0 65.0 - - - 65.0 65.0 - - - - 65.0 65.0 BUCK DIMS FIN FRAME � E11 E4 E4 STD. TG. RAIL: H. (1/4W) (I/2W) (I/4W) -J OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH xOX, •• ••• • • • • • •• .. ... .. . .... • ••• • • • ••• • • • • • • • • PRODUCT REVISED • • • • • • • • • as eomplying with the Florida • • • :0: • • • • • • Buliding Code NOTE:6 • • • • • • • • • •NOA-No. 15-0929.13 GLASS CAPACITIES ON THIS SKEET ARE • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) EXpiration Date 0912212020 AND FLORIDA BUILDING COMMISSION gy D. MTG, RAIL: DECLARATCRO F4ATEMFmNT•DCA.05 "Cs219 • Miami-D a ro uet Con ro • •• •• • • • •• •• ••• • • • ••• • • >E N j U N m S N 35 0 N 25 o° w R Of c $ c N N N ^ 2 11 M e N 0 n n V Z C) 8 av FIN FRAME R ° g \\AAA\11I11 Ill-, op 70592 ° rdrawing nsr4aY t tlotsAlAr .1 o- /8' ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090' Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR '090" Interlayer SentryGlas By 'Kuroray America, Inc. OR .09V Interlayer Kuraroy Bulacite PVB By 'Kuroray America, Inc.' r1/8" ANN. GLASS /8' HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Care By 'Eastman Chemical Co.' OR .090' Interlayer Saflex Clear And Color Glass O 'Eastman Chemical Co.' .090" Interloyer SentryGlos By 'Kuraroy America, Inc.' OR .090" Interlayer Kuroroy Butocile PVB By 'Kuraroy Americo, Inc.' rt/8' HEAT STREN'D GLASS 1/8' HEAT STREN'D GLASS .075' Interlayer Sanex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer SentryGlas By 'Kuroray America, Inc.' r-1/8" HEAT STREN'0 GLASS o. �AWWIDER SILICONE w t SIUCONEGE a: SILICONE 1200 DOW CORNING 899 DOW CORNING 995 z m CE 1200 DOW CORNING 899 DOW CORNING 995 z GE 1200 OOW CORNING 899 OOW CORNING995 A W EB POINTS ON LITES M7 AT 1/4 POINTS ON UTES 1/4 POINTS ON LITES HAN 36' W WIDER THAN 36" DER THAN 36" GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' 5/16' NOMINAL LAM. GLASS 5/16" NOMINAL LAM. CLASS 5/16" NOMINAL LAM. CLASS r 1/8' ANN. GLASS ' 1/8" HEAT STREN'D GLASS 075' Interloyer 075" Interayer Soflex CP With PET Core- Saflex CP With PET Care By 'Eastman Chemical Co: By 'Eastman Chemical Co.' OR OR .090" Interlayer 090" Interlayer Clear And Color Glass 1/8" HEAT STREN'D GLASS Saflex Clear And Color Glass, Saflex 'Eastman 1 By 'Eastman Chemical Co: J By Chemical Co.' Interlayer 1/4' AIR SPACE' OR .090" Interlayer L 1/4" AIR SPACE OR .090' Interlayer 1/4" AIR SPACE .075" ex CP With PET Core By f!Ea 'Eastman Chemical Co' ti r1 SentryGlas _ SentryGlas OR By Kuraroy Americo,'Inc.' By Kuroray America. Inc.' Interlayer 1/8' ANN. GLASS .090" Interloyer 1/8" HEAT STREN'0 GLASS OR 090" Interlayer 1/8" HEAT STREN'D GLASS .090' SentryGlas By 'Kuroroy Americo. Inc.' Kuroroy Butocite PVB Kuroray Bulacite PVB By 'Kuraroy America, Inc.' By 'Kuroray America, Inc: 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS SIUCONE C SILICONE ~ SILICONE m GE DOW CORNING 899 m u' DOW CORNING809 • • • • • m • s �'i • • GE 1200 DOW CORNING 899 r9 DOW CORNING 995 MI DOW CORNiMG 995 • • • • • M � DOW CORNING 995 MI la • • • • • •1 • 'I XL EDGE SPACER • • • • • XL EDGE SPACER • •• • •� • • • • XL EDGE SPACER ST. STEEL BY 'CARDINAL' ST. ST" BY ICARPINAL'• • • • • • r ST. STEEL BY 'CARDINAL' a OR DURASEAL BY 'OUANEX' X OR BY 'DUANIX' OR BY QUANEX' Q OR OR ORRASEAL OR a SUPER SPACER BY 'OUANEX' W E9 SUPER•SP4CWBY 'OIhNEX' • WF SUPER SPACER BY 'QUANEX' E9 W •SIZES• • • AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS All SIZES M7 AT 1/4 POINTS ALJ • • • • • W • • 7 T. _ 1 GLASS TYPE 'Al' GLASS TYPE, '131' • • • • • • • GLAI? TYPE 'Cl' • 0.70' OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. CLASS (S. M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • • • • • • • • • • • EXTERIOR PLY OF GLASS TYPE 'Al', '01' & 'Cl' MUST BCTEMF:REO. • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 • 900 0 • PRODUCT REVISED as comp )ying with the Florida Building Code NOA-No. 15-0929.13 Expiration Date 0912212020 Mla7l�de Product Control PAY t1 V, M� O „ n q IL H E 0 O O 0 µqI n Or a E O a�8 0 ZEN2 IL z o J Q�wmF� I i ST OF�drowing9 no. C9W10-18 TYPICAL ANCHORS SEE ELEV- Iffy FOR SPACING WOOD BUCK I d .e a p ' + d, a aJI EOGE DIST." F 2 � I rOI 111111,1 F O EDGE ISI. it °r. TYPICAL ANCHORS SEE ELEV. iBY WOOD BUCK FOR SPACING METAL GE ADAPTOR 0 o F ------------------ m II MIAMI-OADE COUNTY APPROVED II o j I MULLION & MULLION ANCHORS I j 3 SEE SEPARATE NOA �I O IST. Iti EDGE DIST. I I _ II TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/� WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. n TYPICAL ANCHORS: SEE ELEV. FOR SPACING 2-3/8' MIN. ., 1/4" DIA. ULTRACON BY 'ELCO' (FU=177 KSI, Fy=155 KSQ N INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD !� ---- THRU 1BY BUCKS INTO CONC. OR MASONRY 1 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY _ WHEN USED THE MIN. WOOD BUCK - DEPTH SHALL BE 2%". THE USE of DIRECTLY INTO CONC. OR MASONRY DEEPER OR BEVELED WOODBUCKS IS PERMITTED. 1-1/ 4, MIN. EMBED INTO CONC. OR MASONRY N14 SMS OR SELF DRILLING SCREWS (FU=74 KSI, Fy=58 KSI) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �- PRODUCT REVISED as compiying with the Florida BWlding CCodde TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. NOA-No. 15-0929.13 INTO•WOOD- STRUCTURE = 1" MIN. Expiration Date 0912212020 INTO METAL STRUCTURE = 3/4" MIN. g WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. MI.mYO d odpct�onttp` CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. • • • • • • C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS Vm - 2000 PSI WESPII0bE9c•: •• W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH ENO WITH PLASTIC COVER %2 = 1/$" X 1/2•aWEEV•�LOT AT 3-1/8" FROM EACH END 1� s t/8* X 1/:" JEEP*SLOT AT 3-1/8" FROM EACH END • • • • • • • • . . • • . ...... . .... .... . . .... . (,Ikf 1 i ATE OF ?��G ORIOP. •_,C1 crowing no. W10-1$ 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV.- FOR SPACING < a WIDTH �0 �n —SCREENS OPTIONAL •_CL-rJ: --- - - o ' w� W 18Y WOOD BUCKS XOX LAYOUT EXTERIOR D.L. OPG. MWMI-OADE COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATE NOA BUCK WIDTH � BUCK WIDTH 1/4" MAX. SHIM TYPICAL ANCHORSSEE E FOR SPACING Q O FA L TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH i VENT WIDTH 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING F ALTERNATE 1/4" MAX. FLANGE & 1/4• MAX. SHIMS 1 1/2 �3 s 2 WOOD B K R WDOD STRUCTUR ""--- ".00K . TO LOCK FLANGE ADAPTOR FRAME �V �0I M 0 3 FLANGE ADAPTOR FRAME 0 a 9L �i 00��'..� U 1/2" TYP. �C,.1 a Oaoo :3 2 IL I 0 ZZ r� a WAf FLj 23 _ >< j N m U m n N � N L) , E3 a OLU QO V C U X N o N R 0 C cz�� 1 O r O� • • 000 • • • G •• 016 • 1 • 4AF TYPICAL ANCHORS SEE ELEV. FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND • FLANGE ADAPTOR'FRAMES. • 6 a oasooas yaiuui� o ^ $ E o e 9 . Co -- - SCREENS OPTIONAL ---- •- - • • • • -� • — • • PRODUCT REVISED _ N .7 2 i o • • • as complging with the Florida _ _ s •�' EI7 • • � ..• >� 1RX • • Building Code ES EXTEFI>'OR > •l000 B11CK5 NOA-No. 15-0929.13 'D �; t �XO LAYOUT 1 D.L. OPC. a p Expiration Dole By 09/22I2020 :8 ST OF �C{/�� drawing no. . ... ..... • W 10-18 L • i • i i i ,'� •' �'` 4 Miami product Control A ' YYSj� .....I � �` sheet 6 of 11 ••• • • 0 • 900 • • TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL. ANCHORS • • • • • • • • • • • • • ig5 • • • • • • • • f a = • m • • • I \ EQUAL LEG FRAME — At- ------------------- 1 jl MWAI-OADE COUNTY APPROVED Ij Z y OGE I� MULLION h MULUON ANCHORS �I SEE SEPARATE NOA O q EDGE I DISf. I � a i F -------- +------J IL d�-m TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. O 4 C Q G 0 � a SEE PACLEV. SPACING NG FOR SPACING N p LL z to 3 t7 8 2 IS 5 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES Q W of g 0 WITHOUT THE NEED OF A WOOD BUCK. 2 3/8' MIN. 4 n I I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%'• THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTEO. TYPICAL ANCHORS SEE ELLV. FOR SPACING MIAMI-OADE COUNTY APPROVED MULLION do MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH r---l� I I I I I - - I I I I I I I I I I I I • • • • • • PRODUCT REVISED i •. •a• . ; - •� as comps Ing with the Florida •' : I • .• .•° •d °'•' • ' • Building Code • • • . . • . • • • NOA-No. 15-0929.13 •n �Y l • °' • • • Expiration Date 09/22/2020 `� i.: 9 TYPICAL ANCHORS j I SEE ELEV.B FOR SPAACC ING Pdt Contrucol {dAY 1 1 • •• • • • • ••• • Miero • ami- •— •di Y M 0 0692 y�y I ATE OF ? C(/ drawing no. �lSe. FLORTOp:�w1C9\��� W 1 Q— 1 8 • •• •• • • • •• •• ••• • • • ••• • • ILLUSTRATIVE DTLS. ONLY EXT. OF NOT BY HOUSE 11 NOT BY1/II HOUSE NOT BY TYPICAL ANCHORS FOR SPACING FIN FRAME TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SMS (Fu = 74 KSI MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD FOOD STRUCTURE 1/4' MAX. OT BY CGI iFI& dlC11 1 -- -SCREENS OPT. - - - -' 11 1 E6 HOUSE WRAP • • • • • • • • • • • • NOT BY CGI • • • • • • • • • • • • • • • • • • EXTERIOR . ... . . . ... • • • . • • • • • • • • • PRODUCT REVISED • • • • • • • • • • • • • as complying with the Florida • • • • • • • • • • Building Coda • • • • • • • • NOA-No. 15-0828.13 Expiration Date 09/2212020 14AY 1 1 • • • • • Miam a Product ontrol • •• •• • • • •• •• ••• • • • ••• • • BACKBED CAULKING �.� 0 U roI 0 F f 2 g a IL ON�� to pSoa� o-at� D LLz � N � U � J C M i N 0 L5 Q 8 c N G M 0 n 3 0� 8� 8 AH ��'••uc NSF "'t0 ,, � r 7 92 8 OF (� dreng e n �s•''•••• W10-18 AL '. sheet g of 11 PART } QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS CGI-100 - FRAME JAMB O FIXED GLASS 6063-T6 CGI EXTRUDER CGI-113 - FRAME SILL 6063-T6 CCI EXTRUDER CGI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER rEl CGI-103 - MEETING RAIL 6063-TS CGI EXTRUDER CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER HANDLE RAIL 6063-T6 CGI EXTRUDER CGI-106 - SASH RAIL 6063-T6 CGI EXTRUDER CCI-107 - 5/16GLAZING BEAD 6063-TS CGI EXTRUDER CGI-108 - 0.700" GLAZING BEAD 6063-T5 CGI EXTRUDER EIO CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER Etl CGI-1 10 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER E12 CGI-135 - IF FRAME JAMB O FIXED GLASS 6O63-T6 CGI EXTRUDER E13 CGI-136 - IF FRAME HEAD 6063-T6 CGI EXTRUDER E14 CCI-139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER E15 CGI-140 - 1" MUNTIN 6063-T5 CGI EXTRUDER E16 CCI-141 - 2.5' MULLION 6063-T6 CGI EXTRUDER Et7 CGI-605 - -_ SCREEN FRAME 6063-TS CCI EXTRUDER E18 CG1-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 CGI-1 55 - SILL FILLER 6063-T6 CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER E22 C6I-138 - IF FRAME SILL 6063-T6 CGI EXTRUDER E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER M1 CGI-382V - GLAZING BULB VINYL (OUROMETER 75-80 SHORE A) PVC - M2 CCI-111 - SCREW COVER (OPTIONAL) PVC - M3 C0I-112 3' O ANCHORS EQUAL LEG COVER/SHIM PVC - M4 - 0.700' X 0.040" BEAD GE1200 SILICONE SILICONE GE M5 - 0.700' X 0.040" BEAD DOW 995 SILICONE DOW M6 - 0,700' X 0.040" BEAD DOW 899 SILICONE DOW M7 - 2/ LFTE SETTING BLOCK EPOM DUROMETER 80±5 SHORE A M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - M9 684 - ROLLER TRACK PVC M10 CCI-128 2 PER SASH ROLLER HOUSING _ NYLON - M11 W23201NG - PILE WITH CENTER RN WOOL ULTRAFAB OR EOUN. M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTILIFT BLOCK NYLON M&M MI5 - OPTIONAL RETICULATED FOAM 30 PPI M16 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGL-132 2PER WD. 2' SASH STOP PVC PROTOTYPE M19 CGI-I I O FR. HEAD SCREW COVER PVC PROTOTYPE M20 M22 CGI-125 2PER SASH VARIES SASH CAM (B/T BALANCE) HI-FLO WEEP COVERS • NYLON PV6 M&M E V 0 EQ N • S2 - 2 OR 3 PER CORNER } 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW • -• • 7 • • • • S3 - 1 1/4' EMBED. } 8 X 1 1/2' LG. PHL PH. SMS. FIN ANCHOR SCREW • •_ • • • • • S4 - 4 PER WO. } B X 1/2' PH. SMS. ST/ST BALANCE BRACKET SCREW - - S5 2 PER WO. } 8 X 1' LG. FH. SMS. ST/ST. SPIRAL B, ASSEMBLY - - S6 - - } 6 X 1/2' LG, FH. SMS. O CGI-133 & CAM LOCK • • - • - • • •• S8 - 4 OM. RAIL } 10 X 4' I.C. PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL • - • • • • S9 - 2 PER ANTILIFT } 10 X 5/8" LG. PHL. PH. SMS. ST/ST. ANTILIFT SCREW • } • : • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • 0 ••• 0 • hW i 9a O G'a v o�� O S� poa O bL jZM Q W O E PRODUCT REVISED as complying with the Florida 1)ullding Cod• NOA-No. 15-0929.13 Expiration Data 0912212020 sy Mla - Produet�ntrol �\ � • 'gA'feJ i i •� P•' CENS ' �` C• � �j N .7 92 ��•'. S TEOF•drowing no. W10-18 IdAY 1 120 r- 2 440 -�{ I 2.440--{ i 1.301 2.11 J 1.015 �1.550 .490 }-y �j .065 I ,20 .r_I TYP. .7015 .050 IYP.FZ2.101 } 5�.4 1.680 .864 {emu �+ zw1.301 o 2.846 TYP. t.tss�I 2.346160t TYP1.220 1.155 1.007 LL o�rl- t.3s5 E6 5/16" GLAZING BEAD E9 .700" GLAZING BEAD . ¢a 3G O �� b� R oF. o oss TIP. E13 FLANGE I LOtS F-- FRAME HEAD E3 FLUSH 1.015 FRAME HEAD -1.368 .745 - E4 MEETING RAIL EI1 1.395 1.449 NAIL FIN ADAPTER rLr- �.160 293 1.496--{ .050J .060 L I .065 1.4,3 M3 FLUSH FRAME COVER Mz SCREW COVER C U H M V � Q a p 0r N N Q W 4' LL z m 1.015 1.140 1,015 t.1ao -{ 1.788 065 TYP. -1 j` 1.01)� 1.220 z.26a 1.255 L Q O N TfP 4.430 3.605 .065 TYP. 2.885 3.930 3.105 065 IYP. 2.885 1.04J E5 LOCK RAIL E19 SILL FILLER � U C n ai L2.440 1.788 1E1._. 1.450 ,180 -p 0 W Of N 0 C O = N o H F� E22 FLANGE 2.440� FRAME SILL E2 FLUSH FRAME SILL 101 S 065� TYR 1.220 .550 .050 E23 FLANGE ADAPTOR Q � 0 ; N �o O n rn C z tL N p _ a _ o� U Q U 2.737 2.737 r ^ 1.043 11 TYR TYP. E21 ALT. LOCK RAIL r 1.015 1 TYP. YP. 2.195 � � 2.505 2.613 2.505 .500 991 2.737 2.613 5� Q€ C m V & rry u °z i u u z i 1.000 .991 3.237 E14 FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) 1 • • • • • • •11 • • • • �•• • • • • • • • • • • • • • • • \```t 111111111/Y7// AH, 1.043 •00 w E6 • �• HANDLE RAIL e • 81, W 01, o u 4 11 1.025 2.505tYP. 2.505 .065 Ty". • • • gyp® Q`.• GENSF'• • • � • • • o N T 1.015 1.015 • 1.3906 • 5 • • • • • PRODUCT REVISED � • • s • • a • • as eom 1ying with the Florida • 7 92 • • • • • • • • Building Code � • • • • • NOA-No. 15-0928.E S ' 8 S A. 1. L-1�745�� 00 LI.245 .065 � • 1.015 F-- • s : Expiration Date 09/22/2020 - TATEOF •(U � dr0wing no. E12 FLANGE FRAME JAMB (FIXED) E� FLUSH FRAME JAMB (FIXED) O SASH RAIL • • • By I$AY 1 120 • Isi, • • • Control Is : Mia - de Product ��7SS��AL t��``` sheet t Q of • • • • • • • • • • • •• •• • • • •• •• ••• • 6 • ••• • • 52 U n o I 0 I / it. Ogg q 07 Wok oGtoP I 0 c "La'A Qu61C12i� a � FRAME TOP CORNER U c A — rn N N YENT_TOP/BOTTOM CORNERS 52 Cl u N C Z O N o � � m 0N�rn C 3C?�n Z N <� 0 3 C3 i 69 N d pp 2 z •• • • • • • • • • • • • • O 07 O $ 7 G 7iO COMI • • • • • • YI o fG♦ a O .m 3 O • • • • • �� ``Tltllllliti�� \\\ Pp A�/// O FRAME BOTTOM CORNER • • • • • • • • • • • • ••• ago RODUCT REVISED n - • • • • • • • • • • • • • • • • • gas complying with the Florida • •Building Code — lY ' '05 — . * = 6 Y c sa i • • i • • • • • • • ••►JbA-No. 15-0929.13 =_ drawing no. Expiration Date 0912212020 �r/ %'., T OF ? (tj� ORIDP.•'�� • • By Miami. product Control i�AY t 1 201 'ss•"" ��?\\' ��ONAL W10-18 FIXED MTG. RAIL CORNER •: • : : ��� sheet j j of T • ••• • • • ••• • • MIAMI DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMI C C R 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3 i5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA)x d--N r^-P.. " n www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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,Miami—Dade if it is determined by Qounty Prodirot-Goutrol Section that this product or material fails to meet the requirements of the applicable M Jdthgcode. This product is approved as described herein, and has been designed to comply wifli"c.Floridb,P44ltling Code, including the High Velocity Hurricane Zone.- • • •:.. DESCRIPTION: Series "SS-3500" Aluminum Storefront System — L.M.I. r. "". • • • • • APPROVAL DOCUMENT: Drawing No. MD-3500-2-LM, titled "Storefront Wy 4cA f,System Vet ails - LM", sheets I through 16 of 16, dated 03/26/16, prepared by manufacturer, signed.w%0aled lannthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision starttp"th the Nptice of Acceptance number and expiration date by the Miami -Dade County Product Control46ectiola. ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant—': LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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# 15-0612.08 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. MIAMI.DA® NTY NOA No. 16-0505.04_ J Expiration Date: January 17, 2018 Approval Date: June 02, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1005.01) 2. Drawing No. MD-3500-2-LM, titled "Storefront Window System Details - LM", sheets 1 through 16 of 16, dated 03/23/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per AAMA 1304-02, FBG241 j.3.2.1 yand4AS 202-94 • • •••••� along with marked —up drawings and installation diagram of a SMfront syate with ....:. French door and transom, prepared by Fenestration Testing L• V&Iitory, Inc., Test ; • • • • ; Report No. FTL-7137, dated 12/10/12, signed and sealed by Mar1tr:N. Brinson 1'.E. • • • • • (Submitted under previous NOA No. 12-1005.01) ...... 6666 • ..... 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading pop Nc, TAS.M2-94 • • • • • • 3) Water Resistance Test, per FBC, TAS 202-91• •; •; . • 4) Large Missile Impact Test per FBC, TAS 201-94 ' .. • ; • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS.;01;94 • • • •; 6) Forced Entry Test, per AAMA 1304-02, FBC 2411.3.2.1, arrci �AS • 202-94 along with marked —up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7208, dated 01/04/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1005.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5te Edition (2014), dated 06/05/15 and 05/02/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). MannEd.6-10505.04 e ez, P.E. Product Conaminer NOA Expiration Date: January 17, 2018 Approval Date: June 02, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. QUANEX I.G. Super Spacer by Edgetech I.G., Inc. exterior flexible, organic foam spacer complying with ASTM C518 passed, ASTM F1249 passed, ASTM D3985 passed, ASTM D395B 22 HRS 1857 and ASTM E2190 passed. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony I:ynn.N4iller,1?' I" • 2. Statement letter of no financial interest, dated May 2, 2016, issue by manxfacturer, • • • • signed and sealed by Anthony Lynn Miller, P.E. """ • • • • • • • • • • 3. Laboratory compliance letter for Test Reports No. FTL-713'1,: cca' fed 12/ 10/12 and ; • • • ; FTL-7208, dated 01/04/13, issued by Fenestration Testing 1•azQratory, •fpc i 4)oth signed and sealed by Marlin D. Brinson, P.E. • • • ... :0 • . • �' • .. .. .... ...... G. OTHERS """ • 1. Notice of Acceptance No. 15-0612.08, issued to PGT Industries, Inc.,for th&s Wies • • • • • • "SS-3500" Aluminum Storefront System - L.M.I. approved on 0T7 f)/35 anc expiring :....: on 01/17/18. Manuel Pe z, E. Product Control a ner NOA No. 16-0505.04 Expiration Date: January 17, 2018 Approval Date: June 02, 2016 E-2 GENERAL NOTES: SS-3500 IMPACT -RESISTANT STOREFRONT WINDOW SYSTEM GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3. GLAZING TYPE: SEE GLAZING DETAILS ON SHEET 15. 4. DESIGN PRESSURES: A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300 B) POSITIVE DESIGN LOADS BASED ON WATER INFILTRATION, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300 5. THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. 6. INSTALLATION SCREWS & FRAME CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 7. DISSIMILAR MATERIALS THAT COME INTO CONTACT, INCLUDING PRODUCT FRAMING, ANCHORAGE AND OPENING SUBSTRATES, SHALL BE COATED OR PROTECTED TO PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA BUILDING CODE. 8. REFERENCES: ELCO ULTRACON & CRETEFLEX NOA'S, ITW TAPCON NOA; TEST REPORTS FTL-7137, 7208 & 8717 ANCHOR NOTE 1. FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE 1 ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2. FOR SUBSTRATE APPLICATIONS SEE TABLE 1 ON THIS SHEET. 3. WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: 1. DETERMINE THE BUILDING'S REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD, THE PRODUCT'S DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE. 2. DETERMINE THE ANCHOR TYPE FROM TABLE 1, SHEET 1. 3. DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2, SHEET 4. 4. JAMB ANCHOR SPACING IS GIVEN IN TABLES 5 & 6, SHEETS 7 & 8 AND HAVE BEEN CALCULATED FOR THE PRODUCT'S MAXIMUM DP. 5. MID -PANEL ANCHOR QUANTITIES ARE GIVEN IN TABLES 7 & 8, SHEETS 9 & 10 AND HAVE BEEN CALCULATED FOR THE PRODUCT'S MAXIMUM DP. 6. IF THE STOREFRONT WINDOW IS ATTACHED TO ANOTHER WINDOW THROUGH A COMMON MULLION: A) DETERMINE THE MULLION DESIGN PRESSURE FROM TABLE 9, SHEET 11. B) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO MULLION CLUSTER ANCHORAGE FROM TABLES 3 OR 4, SHEETS 5-6 BASED ON YOUR SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF ANCHORS REQUIRED TO ATTAIN THE REQUIRED DESIGN PRESSURE. 7. THE LOWEST DESIGN PRESSURE FROM 3 & 6 ABOVE, SHALL BE USED FOR THE ENTIRE ASSEMBLY. 8. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 1 ' I Min. Edge Min. • Min. O.C. Group Anchor J t Substrate I 1 Distance Embedment Distance A 14 feel or Southern Pine 1" 1 Y8" 1. 410 SS SMS (G5) (SG=0.55) Akimirlum, OW3.T5' 318" 1/8" 58" d14 Steel or (0. 12� min. thickness) B 410 SS SMS (G5) Steel, A36' 3/8 t18" 5/8" (0.125-min. thickness) Concrete 2-1/2" f 1-3'8" 3" r (min 2.85 ksi) "I 114 Eko Ultracon y Grout -Filled CMU. t 2-1/2" t� 1-y4 4' \ (AS TM G90) I �C S Unprouted CM' ,r 2-,12" i 1-1/4" J (ASTM G90 l t 114"EIco 410 S. S. Ungrouted CMU, 2112" 1-1l4" 6" GeteRex (ASTM G90) 5116" Elco Ultracon Ungrouled CMU' (ASTM G90) 3-1/8" 1-114" 6" 14" EIco 410 Concrete 2.112" 1 3/4" 3" S-S. CreteFlex (min 3.35 ksi) D Concrete 3-1/8" 2" 3' 5/16" EIco Uftmcon (min. 3.52 ksi) Grout -Filled CMU, (ASTM G90) 2-1/2" 2.1/4" 5' Conaele 3" 1.1/2" 4' 318" Large Diameter (min 3 ks) E ITW Tapcon Ungrouted CMU, 3„ 1-112" 6" (ASTM C STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM E1300-09 •ANSI/AF&PA NOS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2010 • AISI-S100-07/S2-2010 . s :.• .! 6 • • • A. LYNN'FIILLIRt. P.E• IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FOR STEEL STUDS, MIN. FU=45 KSI & MIN. FY=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL ANCHOR HEAD TYPES ARE ALLOWED. CONTENTS: GENERAL NOTES, INSTRUCTIONS ........................... _.,....... 1 ANCHOR TYPES, TABLE 1._..-....... ......................_..............1 ELEVATIONS... .. - ...................................................... 2-3 GLASSDP, TABLE 2......................... ...................................... A MULLION ANCHOR CLUSTER DP - 1/4" SHIM, TABLE 3......5 MULLION ANCHOR CLUSTER DP - 1/2" SHIM, TABLE 4......6 JAMB ANCHOR SPACING - 1/4' SHIM, TABLE 5...................7 JAMB ANCHOR SPACING - 112' SHIM, TABLE 6...................8 MID -PANEL ANCHOR QUANTIY - 1/4" SHIM, TABLE 7.........9 MID -PANEL ANCHOR QUANTIY - 1/2" SHIM, TABLE 8......... 10 VERTICAL MULLION DP, TABLE 9......................................... 11 HORIZ. SECTIONS... ............. ................................. ........ 12 VERT. SECTIONS ........................... ____ ....................... ......... 13 PTAC & WINDOW INSERT SECTIONS.._..._. ................... ..... 14 GLAZING & IG SPACER DETAILS..........................................15 EXTRUSION PROFILES.._......_ .. ................... ..................... ...16 CORNER DETAILS ...................... .... ...... .............. ....16 PARTS LIST, TABLE 10........................................................... 16 4=70 JFC•'-'jJOLOGY DRIVE • •. VEWE, FL 34275 • • P.O•FOX 1529 • •IOKOWS, FL 34274 • •• t.FRT. O} AUT-1. 129296 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 0 Raiiwi PRODI!CT REVISED ns complying with the Flwida 0uilding Code eptauce tdo �21 Cx Oaf• Att Uy n7ia i Onde ikodtct C'mV�+t� Description: "'"^" " GENERAL NOTES J ROSOWSKI Dole: STOREFRONT WINDOW SYSTEM DETAILS - LM 03/23/16 SS-3500 I sNTS I s 1 OF 16 I DMD-3500-2-LM SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE 3&4FOR &8FOR 3&4FOR &8FOR 3&4FOR &8FOR STOREFRONT CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL DOOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR APPROVALFOR QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY SPECIFICATIONS PRODUCT REVISED °I iN MO Fhrttd0 ��pinn (13 ceapunce "b s L I.. ,. I I I I I I I �73) I i J I I I I i- �___4J___________� , I I I i � II j'__�______ M;Tx.c' __t Con' Sgf MIN 4' LENGTH OF 12-3/4' �,✓ ANCHOR CHANNEL, MAX. O.0 PART #8. REQ. AT ALL ANCHOR LOCATIONS -------------- IN CURVED HEADER. 1/4"NUT &BOLT. ---------------- > REINFORCEMENT-� 24" FROM EACH END > SEE TABLE AND 24"MAX O.C. f ---------------j a O MULTIPLE it / 0 HORIZONTAL } MULLIONS .uFe��o qk. �/ / j ALLOWED, / I 144" MAX. FRAME HEIGHT W TTT 60" MAX. LENGTH (DOOR MAY LIMIT MAX 6g HEIGHT, SEE / i � �/ I SEPARATE APPROVAL) } ^ a N. SEE O.C. SPACING Z 11 LL rD ON TABLES 5 & 6 ,B pA ATTACHED U V x f;n Q' \72 (2i STOREFRONT W Q GO l+ I' DOOR 8 TRANSOH M,I W aD 0 .�-. A� I it SEE SEPARATE ro > O YO 2 — APPROVAL FOR Z d Z 01 SPECIFICATIONS 7� I ® N 3-7/8" MAX. H ' u>>o 6" MAX. \ SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEEF— &8FOR 3&4FOR &8FOR 3&4FOR &8FOR 3&4FOR &8FOR STOREFRONT // O MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL DOOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR APPROVALFOR O J QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY SPECIFICATIONS — - - w TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM �17.1 WITH EXAMPLES OF CURVED HEADER, HORIZONTAL MULLION & STOR O TI)MQ . •. ; ; • • • • •• • • . • •.• . .• ••• •• . . . .. NOTES: 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2, SEE TABLES FOR MAXIMUM ALLOWED SIZES. 3. SEE SHEET 4 FOR DAYLIGHT OPENING (DLO) FORMULAS. • ••• • • • ••• • • • • • • • • • • • • •• • • • • • •• ••• • • • • ••• • • SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES &SFOR� 3&4FOR &8FOR 3&4FOR &8FOR 3&4FOR &8FOR 3&4FOR 1 MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER SEE TABLES S ANCHOR ' ` ANCHOR, ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR &8FOR QUANTITY.QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES MID -PANEL 6" MAXI ANCHOR j �N QUANTITY 3-7/8"MAX.lj i I —144" MAX. r FRAMEI HEIGHT SEE O.C. SPACING ON TABLES 5 & 6 L- _ ATTACHED PTAC LOUVER, 1-SEE SEPARATE IAPPROVALFOR RPFrIFIrATIOW 1/4" NUT & BOLT, 24" FROM EACH END AND 24" MAX O.C. i REINFORCEMENT - SEE TABLE 9 ATTACHED � }{- WINDOW, SEE SEPARATE APPROVALFOR SPECIFICATIONS /j 24" MAX. ___ _-_ 6" MAX SEE O.C. /F SPACING �12 ON TABLES 5 & 6 1 3-7/8"MAX. -+�{ - f_ 4 f i—I—I--- J r 6" MAX. r ` SEE. TABLES 7. SEE TABLES &8FOR J 3&4FOR' MID -PANEL + CLUSTERS ANCHOR ANCHOR QUANTITY QUANTITIES SEE TABLES 7 &8FOR MID -PANEL ANCHOR QUANTITY SEE TABLES 3&4FOR CLUSTER ANCHOR QUANTITIES SEE TABLES 7 &8FOR MID -PANEL ANCHOR QUANTITY SEE TABLES 3&4FOR CLUSTER ANCHOR QUANTITIES SEE TABLES 7 &8FOR MID -PANEL ANCHOR QUANTITY SEE TABLES 3 & 4 FOR CLUSTER ANCHOR QUANTITIES (SPLIT BETWEEN ADJOINING WINDOWS) NOTES: 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (STOREFRONT ENTRANCE DOOR. PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. SEE TABLES FOR MAXIMUM ALLOWED SIZES. 3. AWNING WINDOW INSERT SHOWN BUT MAY BE ANY APPROVED PGT WINDOW WITH A FLANGED FRAME. 4. SEE SHEET 4 FOR DAYLIGHT OPENING (DLO) FORMULAS. 5. MULTIPLE INSERTS WITHIN THE SAME STOREFRONT WINDOW ALLOWED. TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM WITH EXAMPLES D•WI`MI10_VV 4NSERT.P76ACJ4ISERT, KNEEMNLL 8LRNGtED••_•—w__w E� :• •• ••• •• • • • •• • ••• • • • ••- • • ••• • • • • • • • • • • • • • • • • ••• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BY HERS 6" MAX. 3-7/8" MAX. - T 1 6" MAX. SEE TABLES 7 &8FOR MID -PANEL ANCHOR QUANTITY o��tF the Florida ;;nplymg ;�-iildiuz CnJe A�Q Dala M,xni hnd„ctC W . a M N_ O co � O O a'°Q LU J N d M9"7 J In a n a LO N (% V C7 o LL N J z LL s UU W qua � Fj W m :n O > cj �z ° LL a O O Z>_ Is m Z Z J ( Z O 3jO05 'a o O QLL W In co _ ni J O fA W ~ A. LYNN MILLER, P.E. P.E.0 587D5 TABLE 2 -u I Gass OR (+/-psfl & Maximum Size Carxedlne Width Frame height DLO Width, DLO Height Glass Type -A' Glass TYPe'B' Glass Type'C" Glass I Type 'D' Glass Type'E' Glass Type'F. 1. 1;50-1/4' 20-14' 2&114' 32-1/4' 38-1/4• 44-1/4' 56-1/4'- 88-1f4' t;g-1/4' 58-1/4" 98-1/4"120.0 104-1/a• 116-1/4' 12&1/46 140.1/4' .0 80.0 120.0 0.0 120.0 90.0 80.0 120.0 90.0 80.0 IN.0 36" 4Y 90.0 80.0 120.0 90.0 1 00.0 120.0 90.0 80.0 120.0 90.0 1 80.0 120.0 48• 1. 90.0 80.0 120.0 90.0 80.0 720.0 90.0 N 120.0 60.0 1200. 90.0 80.0 120.0 90.0- -80.0 120.0 90.0 80.0 120.0 90.0 80.0 120.0,...�:� 80.0 120.0 90.0 80.0 120.080-1/4" V72O '•90'0 84.5 80'0 12D,0 64.5 80.0 120.082.3 900 1200 82.3 80.0 120.0 81.7 80.0 120.060.0 /20.092-114" 60.5 800 1200 80.5 80.0 120.o 12G.0 120.0 120.0 120' 132• 144• 120.0 120.0 100.0 100.0 100.0 100.0 24' 30" �, 20-1/4" ja-i�/V 50-114' 56•1/4' 66-1/4' 68-1/4' 60-114' 92-1/4" 9&1/4" 104-114- t16-1/4' Sq.1fY 90.0 80.0 120.0 90.0 800 120.0 90.0 80.0 120.0 80.0 50.0 120.0 36• 42" 90.0 60.0 120.0 W.0 60.0 120.0 80.0 B0.0 120.0 80.0 80.0 120.0 54" 90.0 90.0 WO Wo 120.0 120.0 90.0 80.0 120.0 90.0 80.0 120.0 70" 9a.0 80.0 120.0 90.0 80.0 120.0 8q.5 W.0 120.0 B4.5 80.0 120.o 7Y 02.8 80.0 1211.0 112.E 80.0 120.0 119.5119.586-1f4' 1152 115.2114.0 d8l' 1140 11IJ 111.7 100.0 100.0 1 .0 100.0 100.0 24" 3D" 72' y' 20-114' 26.114" 32.1/4' 38-1/4' 44-1/4- SO-1/4' 5-6.114- 66-1/4' 68-1/4" !114' 1/4" I �-�A 66-1/2- 90.0 80.0 120.0 90.0 80.0 120.0 90.0 80.0 120.0 90.0 80.0 120.0 36" 42• 90.0 W.0 120.0 90.0 50.0 120.0 90.0 90.0 1 120.0 90.0 80.0 120.0 48' 54' 90.0 80.0 1 120.0 90.0 80.0 120.0 85A 80.0 1200. 85.5 80.0 120.0 60' 70' 82A 80.0 120.0,1 82.6 80.0 12100 1200, - 120.0 72• 84' 1200. 120.0 100.0 100.090'1/4"111U.0 100.092' 100.0 1DO.01/4" 1GO.0 1110.0 24' 30" t 78' 20A/4• 26-114" 32.114" 38-1/4' 44-1/4' '�� 90.0 80.0 120.0 90.0 80.0 1200. 90.0 60.0 120.0 90.0 80.0 120.0 36" 42" 90.0 80.0 120.0 90.0 80.0 1200. 90.0 80.0 1 120.0 .1-90.0 50.0 120.0 48" - _�"-� 87.2 80.0 120.0 . 87.2 80.0 120.0 SO-1!4" 56-1/4" 68-1/a' G8-1/4" 80-114" 86.1/4' BB_"4' 72-1/Y 1v..�, 82.1 80.0 120.0 82.1' 0&0 120.0 60" 70' 78.5 76.5 120.0 78.5 76.5 120.0 119.4 11B.4 72- 84' 118.9 118.9 100.0 100.0 90' 92' 100.0 100.0 100.0 100.0 1. ��..44-1/4" �50-1/4' 20-1/4'_ 26.1/4' -32.1/4• 38-1/4' 90.0 80.0 120.0- 90.0 60.0 120.0 90.0 80.0 120.0, 90.0 800 120.0 90.0 80.0 120.0 -90.0- ' 80.0 120.0 90.080.0 1200 90.0 80.0 120.0 $�, S&1!4" 66.1/4' 68-1/4" BO.1/4" 7&1/^84.5 '� 80.0 120.0Ba.S eo0 120.0 79.1 79.1 120.0 191 79.1 1200 119.5 119.5 100.0 100.0 72 84' 100.0 100.0 100.0 1000 Glass DP, (+/-psO & Maximum Size _ Cemerlirie Width Frame Height DLO Width DLO Height Glass Type "A Glass Type•B" Glass Type"C' Olass I Typa"O" I Glass Type'E" Glass' Type'F' 30' 90' 20-1/4" 2&1/4' 32-114" 38.1/4' 44-ila" 50-1/4' S&1/a^ 6&1f4- 68-1/4' 84.1/Y 80.0 120.0 1 .0 90.0 80.0 120.0 90.0 80.0 120.0 76' 47 90.0 IF. 1.0 90.0 80.0 120.0 90,0 80.0 120.0 90.0 60.0 120.0 48• SP 82.3 80.0 120.0 82.3 80.0 120.0 120.0 120.0 60, 70' 72' 11s.2 11s.2 100.0 100.0 100.0 100.0 1. 1. 97-Y4' 20.114' 28.1/4' 32-114' 38.1/4" 44-11C S0.1/4" S6-114" 66-114" 68-114" 92-114" 90.0 80.0 120.0 90.0 80.0 120.0 90.0 00.0 120.0 90.0 80.0 120.0 36' 42' 90.0 80.D 12 00 90.0 50.0 120.0 87.9 W.0 120.0 07.9 80.0 120.0 48- 54' 80.0 80.0 120.0 80.0 WO 120.0 117.9 117.9 1. 70- 72' 100.0 1 00.0 100.0 100.0 98.9 1 95.9 24' 102' 20.1/P 26.1/4" 32-1hr 3&1/4' 44-114" -SPIV S&1/4' 66.-1/4' 9&1/2' 90.0 80.0 120.0 90.0 80.0 120.0 1. _ 36- 90.0 Wo 120.0 90.0 1 80.0 120.0 90.0 80.0 120.0 9D.0 80.0 120.0 1. ae' 86.9 80.0 120.0 86.9 80.0 120.0 120.0 120.0 54' 60' 70' -- 116.1 116.1 100,0 100.0 97.9 97.9 t 24' 106" 20,114" 26.1/4^ 32-1/4' 3&tl4" 44-1/4' S0.1/4' 102-1/Y 9D.0 80.0 120.0 90.0 80.0 120.0 3" 36' 90.0 60.0 120.0 90.0 80.0 120.0 90.0 80.0 1200. 90.0 60.0 120.0 q2' de' 85.6 80.0 120.0 85.6 50.0 120.0 120.0 1 120.0 54' so. 100.0 100.0 1 100.0 24' 114- A 103-112" 00.0 80.0 1200. 80.0 80.0 120.0 30' 38' 90.0 80.0 120.0 90.0 80.0 120.0 900 800 120.0 90.0 80.0 120.022' 1. 120.0 120.0 120.0 120.0 5a' 1000 100.60' t 100.0 24' ! 120' 20-1/4' 2&1/4' 12-1,l4' &1/4't20.020.0 0./4• 5&1/4' �� 90.0 80.0 120.0 90.0 80.0 120.0 90.0 80.0 120.0, 90.0 � 80.0 120.0 1. + -36' 90.0 BO.o 120.0 -90.0 - 80.0 120.0 41 120.0 -120.0 48'4t/4' 100.0 100.0. 54' ._ SO' 100.0 1 .0' 24' 30- t26• 20-1/4' 2&1/4" 32-114• 3&1/4" 441/4' s0-1/4• 120.1/Y 90.0 80.0 120.0 90.0 80.0 120.0 90.0 80.0 1WO 90.0 80.0 120.0 36, 9000 80.0 120.0 9D.0 80.0 120.0 42' 46' 1 00.0 1200. 100.0 100.0 54' 100.0 44' 30' 132" 20,114' 2&1/4^ 32-1/4' 3&1/4' 4F114' S0.1/4• 128-1/Y 90.0 80.11 120.0 - 0 80.0 120.0 90.0 00.0 120.0 90.0 80.0 120.0 120.0 42' •0 100.0 0 48' 1 0 0 5q' 24• 138• 20.114" 32.1/4• 38.1/4' 44-t/4- 132-1/Y 90.0 80.0 1 .0 .DS1.2&114" 90.0 VOID 036- 120.0 042" 100.0 112000 048' 100.0 024' V 90.0 80.0 120.0 90.0 01. 90.0 80 20.0 .0 014413&1/2' 120.0 04Y 48• 0 • 41 mil(K). C SEE SHEET 15 FOR FULL GLASS DESCRIPTIONS. N. Glass Types it A Lam]' 1/4'A..090' SO, 1/4'A B Lami: VCHS, .OW' PVB, 1/4•HS C Lami:1/4'HS,.09D-SG, 114-HS D E Lami IG: 1/4'A, .OBO" SG, 1/4'A, AIRSPACE, 1/4"T CAP LamI 10: 1/4'HS..090' PVB.-1/4'HS,- AIRS PACE, 1/4'T CAP F mi 10: 1/4'HS..090• SG, 1/4' S. AIR P C . 1 4'T CENTERLINE s _ 10ENTERLINE I - WIDTH -J - WIDTH _ FRAME HEIGHT DLO WI_DT�H I T.7-n-I.-T�7- DLOCENTERLINE ( DLO HEIGHT HEIGHT J HEIGHT I FRAME --_ HEIGHT I �Al3/4" 7 FRAME DLO WIDTH= HEIGHT DLO HEIGHT CENTERLINE HEIGHT I -�- FRAME WIDTH - FRAME WIDTH 1-3/4" DLO (DAYLIGHT OPENING) FORMULAS: FRAME WIDTH - 5-1/2' = DLO WIDTH FRAME HEIGHT - 5-1/2' = DLO HEIGHT CENTERLINE WIDTH - 3-314- = DLO WIDTH CENTERLINE HEIGHT- 3-3/4' = DLO HEIGHT CENTERLINE WIDTH - 2-114- = GLASS WIDTH CENTERLINE HEIGHT - 2-1/4' = GLASS HEIGHT FRAME WIDTH - 4' = GLASS WIDTH 1 • • FRAME HEIGHT - 4' = GLASS HEIGHT 1 • 1 • 1 • • NOTES: 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL. (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE • 000 VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW • • SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE • • SYSTEM. • • 2. DLO = DAYLIGHT OPENING • • • 3. SEE SHEET 15 FOR DESCRIPTIONS OF GLASS TYPES. 006 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • R/Dl ICT F.E V ISED .tmillplyinu with the Flarids sa;,a Cave �- pwice No l�T�-0-�ys5�77 r•nv w. Dat. ,s,/,� jj{ TABLE 3:-- _ _} MJion Forms ter - - AnGlor (',1pp'A" A.W 4 720.0 - CWster Quantity 8 120.0 - - Design 8 120.0 Press=at GrOup'B' And08r 4 1210 Quantity 0 120.0 - Head7Sil,(+/-psj', I1 8 120.0 Gmt7D'C Ar h. 4 l 120.0 - Q.Mly 6 1200 - 8 120.0 Gtwp•D' Archm 4 120.0 - I Q.,t,ty 6 120.0 SNm B 120.0 TNckrass 01-p A.WQt / 72D.0 174' E' Ity 6 121.0 _ A-ge caoemra ' W� 24' Kilio_n Frame 1/ep14 W 97.Y4' 102' 114' 12YL 128, 132,521-� 138' ,•-.� 144' Anchor Gt40p'A" Antler 4 120.0 Cluster CsaNBY 6 120.0 Design 8 120,0 Pressire '-p"B" Arctgr 4 120.0 QuaNily 8 120.0 at Head/Sill,(+I-psf).� 8 120.0 Gw1D.C• AfChor 4 t20.0 ouansty1 6 121.0 1 8 12D.0 G-p'D' Archor 4 1270 Qmnily 6 1210 t SNm B 120.0 7lwkness: GyaQ•E• A.I. GinnlRy 4 121.0 114* 6 120.0 120.0 120.0 120.0 12D.0 120.0 120.D 120.0 12D.0 120.0 120.0 120.0 121.0 120.0 1200 30' 36' 120.0 120.0 120.0 7�.0 120.0F 120.0 121.0 120.0 120.0 120.0 720.0 121.0 120.0 kA 120.0 120.0 0 121.0 120 0 1200 1200 120.0 12 0121.0 120.0 120.0 120.0 12D D 120.0 120.0 120 V 120.0 120.0 120.0 /20.0 1200 120.0 117 / 120.0 0 1200 120.0 120.0 12D.0 120.0 120.0 111 120.0 120.0 120.0 s7 120.0 120.0 120.0 12D.0 120.0 120.0 120.0 120.0 120.0 121.0 120.0 120.0 1211.0 107A 120.0 .0120.02D.0 12D.0 120.0 1200 7200 120.0 12D.0 120.0 121.0 120.0 121.0 1210 120.0 120.a 120.0 120.0 120-0 120.0 120.0 120.0 t20.0 48' 54' 6P 7170.0 12).0 *12 .0 720.0 720.0 120.0 1200. 1200. 120.0 720.0 120.0 121.0 121.0 120.0 121.0 120.0 1200. 1200. 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 Bp 94.5 120.0 .0 721.0 120.0 121.0 1200 121.0 1200 1200 t200 7200 1M.0 120.0 121.0 120.0 127.0 120.0 120.0 121.0 720.0 120.0 1200 120.0 120.0 720.0 88.4 121.0 0 1200 7200 itB.2 120.0 iN.O 120.0 120.0 120.0 120.0 1200 70' R' 24' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 121.0 120.0 120,0 7p 72' 87.5 120.0 120.0 120.0 120.0 .0 120.0 121.0 12D.0 120.0 120.0 117.0 12D.0 120.0 120.0 121.0 11.0 120.0 1200. 120.0 1200. 121.0 120.0 1200. 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 12D.0 12D0 1200 120.0 121.0 121.0 120.0 120.0 1200 120,0 120.0 12D.0 1210 120.0 1200 120.0 1210 7200 120.0 120.0 84' 90' 97 96' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1210 12D 0 120.0 120.0 121.0 120.0 120.0 30• 36 �, 120 0 120.0 120.0 121.0 120.0 120.0 121.0 120.0 120.0 120.0 120.0 120.0 12D.0 120.0 118.5 1200 120.0 120.0 /20.0 720.0 120.0 121.0 120.0 120.0 121.0 720.0 120.0 120.0 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 121.0 120.0 120.0 105.I 00 721.0 1200 1700 1210 120.0 120.0 12D.0 120.0 1200 /21.0 120.0 120.0 120.0 47 120.0 120.0 121.0 120.0 120.0 121.0 120.0 120.0 1211 120.0 121.0 120.0 120.0 120.0 98.1 120.0 121.0 120.0 120.0 120.0 121.0 120.0 /27.0 1200 i20.0 120.0 120.0 121.0 f07 tOB' 720' 1J7 144' 24' 121.0 120.0 120.0 127.0 120.0 120.0 120.0 121.0 120.0 120.0 120.0 721.0 720.0 120.0 48' 5P 60' 890 1210 120.0 120.0 120.0 720.0 119A 121.0 12D.0 120.0 721.0 120.0 720.0 120.0 121.0 121.0 720.0 1200 1200 1210 120.0 120.0 120.0 120.0 1200 121.0 120.0 120.0 83.7 120.0 120.0 115.9 720.0 1200 111.0 121.0 12D.0 12).0 120.0 121.0 121.0 120.0 120.0 120.0 720.0 127.0 120.0 120.0 120.0 121.0 120.0 120.0 120.0 720.0 120.0 120.0 T7.4 116.1 1200 107.2 120.0 120.0 103.E 720.0 120.0 1210 121.0 120.0 120.0 120.0 7P 77 24' 120.0 121.0 121.0 120.0 12D.0 120.0 120.0 1210 120.0 120.0 115 120.0 120.0 120.0 78.5 1200. 114.E 120.0 120.0 120.0 1059 720.0 120.0 121.0 12).0 VIA 102.3 120.0 120-0 120.0 120.0 12D.0 120.0 12D 0 120.0 1200. 121.0 120.0 120.0 120.0 120.0 120.0 120.0 121.0 720.0 120.0 120.0 t21.0 720.0 120.0 120.0 120.0 1. 120.0 121.0 12001 127.0 12 0 721.0 121.0 1.0 1200. 721.0 120 0 120.0 120.0 121.0 121.0 1200 120.0 120.0 120.0 1200 120.0 121.0 121.0 120.0 7200 120.0 1200. 1200. 720.0 120.0 120.0 30' 3B 120.0 120.0 1 00.0 120.0 121.0 12 0 120.0 121.0 120.0 120.0- IMb 120.0 120.0 120.0 30' 367 42' 1125 120.D 1200 1200. 121.0 121.0 120.0 1200. 120.0 1200. 1200. 12001 120.0 1210 120.0 1200. 120.0 120.0 120.0 120.0 120.0 1200. 1200. 120.0 120.0 120.0 120.0 1200. 100.0 12D.0 121.0 1200. 1200. 120.0 121.0 1200. 1200. 1200. t20.0 120.0 121.0 1200 121.0 1200. 720.0 121.0 1200. 1200 1-0 121.0 120.0 120.0 120.O 121.0 120.0 121.0 42' 90.9 1200. 1210 121.0 120.0 120.0 720.0 120.0 120.0 120.0 120 12I.0 120.0 120.0 48' 121.0 121.0 121.0 121.0 120.0 121.0 120.0 120.0 120D 120'1 721.0 1200 120.0 1210 46' 54' 84.0 12).0 120.0 t i6.3 120.0 120.0 112.4 120.0 120.0 120 0 1200. 12001 12D.0 12D 0 1200 1200. 120.0 120.0 121.0 120 0 120.0 120 0 120.0 1M.0 12D.0 120 0 12D.0 120.0 10 60' 78.7 118.1 121.0 109.0 120.0 120.0 105.3 120.0 12D.0 120.0 121.0 121.0 120.0 111 6D• 1200 1200. 120.0 121.0 120.0 120.0 720.0 120.0 120.0 120.0 121.0 120.0 120.0 121.0 72.5 12D.0 106a 1200. 1200 1210 100.4 121.1 121.0 120.0 120.0 121.0 9TO 1200. 720.0 1200. 120.0 120.0 114.7 II'll 1210 1200 120.0 121.0 120.0 120.0 1200 1200 120.0 120.0 121.0 120.0 120.0 120.0 121.0 120.0 120.0 120.0 120.0 120.0 720.0 121.0 120.0 120.0 120.0 121.0 1200. 120.0 121.0 121.0 121.0 121.0 121.0 120.0 121.0 120.0 70' 24' 70' 77 120.0 120.0 120.0 120.0 121.0 120.0 120.0 120.0 121.0 120.0 120.0 12D.0 120.0 120.0 1210 1200 1210 1210 120.0 1210 1210 t20.0 12 0 121.0 121.0 121.0 1200 1200 30, 10720.0 120.0120.0 720.01210 121.0 120.0 127.0 120.0 120.0 120.0 120.0 120.0 121.0 1270 1200 1270 120.D 1210 120120.01210 1200120.012U.01200 120.0 JB 93.1 120.0 121.0 120.0 120.0 120.0 121.0 120.0 121.0 120.0 120.1 127.0 120.0 7210 N84 1200 120.0 1200 120.0 12).0 1200 1200 1200 120.0 720.0 120.0 1200 121.0 1200108' B4A 120.0 120.0 116.8 12D.0 121.0 112.9 121.0 120.0 12 0720.0 120.0 721.0 t200 1210 t20.0 120.0 121.0 120.0 120.0 120.0 120.0 120.0 1200 12D.0 1200 120-0 720.0 48' 54• T7.8 1187 1200 101200 120.0 104.0 120.0 120.0 120.0 720.0 1210 120.0 120.0120.0 1200 120.0 120.0 120.0 12D.0 1I,o 120.0 1211 120.0 120.0 120.0 120.0 121.0 1210 72.7 IWO 1090 121.0 1200 120.0 100.7 120.0 120.0 120.0 12,0 120.0 972 120.0 111 121.0 120.0 12D.0 115.0 120.0 120.0 120.0 720.0 120.0 12).0 121.1 121.0 121.0 120.0 12).0 121.0 120.0 120.0 120.0 120.0 121.0 120.0 1210 120.0 1200 121.0 121.0 120.0 1210 120.0 120.0 120.0 121.0 120.0 120.0 120.0 121.0 120'0 t20.0 720.0 8P 24' 114.5 121.0 121.0 120.0 120.0 120.0 1T0.0 121.0 12D.0 7200 120.0 110.0 120.0 7200 24' 70' �� 77 IB' ems �~ 1210 121.0 120.0 120.0 12).0 120.0 121.0 121.0 121.o 120.0 120.0 120.0 120.0 1200 3D' 98.4 721.0 120.0 1P0 1210 120.0 120.0 120.0 IM0 120.0 12).0 120.0 120.0 121.0 1200. 120.0 1200. 72I.0 120.0 120.0 1200 120.0 110.0 120.0 121.0 121.0 120.0 120.0 JB' 87.1 120.0 120.0 120.0 120.0 120.0 116.5 120.0 12001.120.0 120.0 129.0 120.0 1200 36' 121.0 120.0 12).0 120.0 720.0 121.0 120.0 121.0 120.0 120.0 121.0 127.0 12D.0 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1200. 1200. /20.0 121.0 121.0 12).0 121.0 120.0 30' 73.9 1109 121.0 73.9 110.9 121.0 101.1 120.0 120.0 1200. 12DO 1200. 120.0 121.0 120.0 120.0 120.0 121.0 121.0 120.0 120.0 1200. 121.0 120.0 121.0 170.0 121.0 121.0 36- 63.5 95.3 12).0 635 953 1210 sea 121.0 121.0 110.7 121.0 120.0 120.0 120.0 56.2 84.3 112.4 56.2 843 112.E 789 115.3 12D.0 980 1200 1200. 121.0 121.0 112.9 120.0 121.0 112.9 1200. 1200. 121.0 121.0 1&0 121.0 121.0 1200. 1200 121.0 4T 36' IT 76.2 101.7 W.8 78.2 101.7 89.5 109.3 121.0 88.8 120.0 1200. 120.0 12D.0 102 5 120.0 120.0 102.5 120.0 121.0 12/.0 120.0 120 0 121.0 120.0 120.0 120 0 121.0 49' [H43. 70.1 93.5 46.7 70.1 93.5 63.9 95.9 121.0 81.5 120.0 120.0 120.0 1200. 95.3 1210 1200 95.3 120.0 120.0 120 121.0 120.0 12DO 121.0 121.0 121.0 121.0 54" 48' ST 85.3 87.1 43.6 �.7 87./ 59.8- 89.4 119.2 75.9 113.9 12D.0 1127 120.0 90.4 1200. 120.0 90.4 120.0 120.0 120.0 120.0 121.0 121.0 121.0 121.0 120.0 120.0 60' 6T 77' 07.1 120.0 120.0 87./ 120.0 120.0 1192 1200. 120.0 i2DO 120.0 120.0 121.0 121.0 24' 12P 84.7 121.0 121.0 84.7 121.0 120.0 115.9 120.0 121.0 120.0 121.0 121.0 120.0 120.0 69.7 104.E 120.0 69.7 104.E 120.0 95.3 120.0 120.0 1200. 120.0 120.0 121.0 120.0 84.6 120.0 120.0 84.8 121.1 120.0 1159 121.0 121.1 1210 121.0 120.0 1-0 121.0 30' 70• 7T 59.8 89.7 1790 59,a 89.7 119.6 81.8 120.0 121.0 104.2 120.0 1200. 120.0 1200. 64.7 1200 1210 84.7 120.0 121.0 115.9 120.0 120.0 121.0 120.0 17D.0 1200 1210 36 52.8 79.2 105.6 528 79.2 105.6 72.2 /08.3 121.0 920 120.0 1200. 120.0 120.0 84.7 120.0 120.0 94.7 120.0 120.0 115.9 121.0 721.0 121.0 121.0 120.0 121.0 721.0 42' 48- 1. 00' 47.7 71.5 95.3 47.7 71.5 95.3 65.2 978 121.0 53.1 120.0 121.0 120.0 1200 84.7 120.0 121.0 64.7 120.0 121.0 1159 120.0 121.0 120.0 121.0 121.0 1210 121.0 43.7 65a 87.4 43.7 65a 87.4 59.8 e9.7 119.6 76.2 114.3 12DO 113.1 120.0 81.7 1200 121.0 B4.7 12.0 120.0 115.9 121.0 120.0 121.0 1200. 121.0 120.0 121.0 54' 60' 9Y 96 40.7 61.0 81.3 40.7 61.0 813 556 83.4 111.2 70.9 106.3 1200 105.2 120.0 84.7 1200. 120.0 84.7 120.0 1201. 1159 12D.0 120.0 121.0 121.0 120.0 120.0 121.0 24' 1210 12.0 1210 121.0 1200. 1200. 120.0 1200. 121.0 120.0 1200. 120.0 1210 120.0 2C 126 80.3 120.0 121.0 80.3 12DO 120.0 109.8 121.0 12D.0 120.0 121.0 1200. 120.0 121.0 65.9 98.9 121.0 6&9 98.9 120.0 90.2 120.0 121.0 114.9 121.0 121.0 1200. 120'0 IIe2 1200. 1200 116.2 120.0 121.0 121.0 121.0 121.0 121.0 120.0 WOO 120.0 12i.0 3D' 36 30' 38' 56.5 84.7 112.9 56.5 54.7 112.8 77.2 115.9 121.0 96A 120.0 1200. 121.0 120.0 101.7 121.0 120.0 101.7 120.0 120.0 121.0 121.0 121.0 121.0 120.0 120.0 120.0 120,0 49.8 74.7 99.6 49.8 74.7 996 68.1 102.1 12].0 B6.8 120.0 1200. 1.0 1200 91.7 121.0 121.0 91.7 120.0 121.0 120.0 1200. 121.0 120.0 1200. 121.0 120.0 120.0 4T 41 48' 54' 44.8 67.3 89.7 44.8 67.3 89.1 613 920 1200. 752 1171 121.0 118.0 121.0 84.7 1200. 120.0 84.1 120.0 120.0 1159 12).0 121.0 1200. 1200. 121.0 120.0 121.0 48' 79.7 119.E 120.0 79.7 1196 1200. 1000 12(10 120.0 1210 1200. 1200. 120.0 720.0 54' 41.1 81.8 82.1 41.1 87.8 82.1 58.2 643 112.J 718 1074 120.0 106.2 121.0 80' �, 76.2 11/4 1200 762 114.4 120.0 101.3 1200. 120.0 120.0 120.0 121.0 120.0 120.0 2/' 1. 13T 76.2 11.8 120.0 76.2 114.4 120.0 104.3 121.0 120.0 120.0 121.0 120.0 120.0 121.0 62.6 97.8 120. 8 1 .0 85.6 120.0 120.0 109.0 120.0 120.0 120.0 120.0 109.4 120.0 72.9 1094 12.0 99.8 121.0 120.0 121.0 120.0 121.0 121.0 120.0 1. 72' 53.5 80.3 IWO 53.5 .0 73. .8 .0 9J2 •1.0 121.0 1270 120064' 1089 121.0 T2.6 108.9 121.0 99.3 121.0 121.0 12D.0 1210 120.0 721.0 120.0 w 47.1 70.6 902 47.1 7t1• 94 64 6 0 82. 120.0 1200 121.0 120.0 10&3 1200 722 108.3 8.7 12D.0 121.0 120 121.0 121.0 120.0 120.0 4T 90. 9T 424 e3.5 84. 42A 4W •1.7 57. 9 1 9 73. 110.7 120.0 109.6 120.0 108.3 121.0 72.2 106.3 5.7 120.0 120,0 120.0 121.0 121.0 1200 121.0 18' IM,3 120.0 72.2 108.3 95.7 121.0 12D.0 120.0 121.0 121.0 120.0 120.0 1. 36.7 58.1 77.5 .7 58M W.5 53. 7 1 67.5 1.2 120.0 100.2 120.0 24' P72. 120.0 121.0 1200 12MOO -.0 12).0 120.0 120.0 121.0 121.0 1200 120.0 24' 138' 72.6 109.9 1 . 72. 1211! 993 20.0 t t .0 120.0 121.0 121.0 59.5 89.3 119.0 59.5 89.3 119.0 81.4 120.0 121.0 103.7 120.0 1200 1200 120.0 121.0 121.0 106.1 121.0 TD� 21.0 1200 121.0 120.0 121.0 121.0 120.0 121.0 30- 30' 50.8 76.2 1017 5D.8 78.2 101.7 695 104.3 120.0 We 120.0 1200 121.0 121.0 121.0 121.0 924 120.0 20.0 120.0 121.0 120A 120.0 121.0 120.0 121.0 36 44.7 67.0 89.4 44.7 87.0 89.4 611 at7 12D.0 77.9 1168 1200 115.6 121.0 1200 121.0 830 120.0 13.5 1210 121.0 120.0 1200 120.0 120.0 120.0 42 1T 48' 40.1 60.2 �.3 602 .3 519 823 109.8 609 104.8 1200 103.8 120.0 114 4 120 0 75.2 114 4 04.3 1210 1210 120.0 /21.0 120.0 121.0 121.0 48' 54' 71.3 107.0 120.0 71.3 107.0 97.6 120.0 12D.0 120.0 1200 t210 720.0 121.0 24' f46' e9.3 1040 .0 0.3 104.0 .0 94 .0 120. .0 122.0 121.0 121.0 56.7 1 85.1 ft5 1 A.7 65.1 01 VA 77 .4 121. 1 1200, 1200. 120.0 87.8 101.7 120.0 67.8 101.7 92.7 121.0 121.0 118.1 120.0 121.0 120.0 12).0 30' 60' 70' 48.4 7 -.8 4 6 88• 1�.J 121. 1 0 120.0 120.0 120.0 6d.0 96.0 121.0 64.0 96.0 121.0 87.5 120.0 121.0 111.8 72D.0 121.0 120.0 12).0 36 42.5 0 83.8 85.0 Sa• r.2 1/6.• 7 1 17 120.0 109.9 121.0 63.5 95.3 1200. 63.5 95.3 121.0 86.9 120.0 121.0 110.7 121.0 121.0 120.0 720.0 4T 77 84' 38.7 1 57.2 1 76.2 .1 57.2 762 52.1 78.2 104.3 A 127.0 98.6 121.0 62.2 93.4 120.0 62.2 934 1200 MI 121A tii0 li 120.0 121.0 12).0 121.0 1.1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AVERAGE CENTERLINE + CENTERLINE CENTERLINE = WIDTH 1 WIDTH 2 WIDTH 2 rt _CENTERLINE CENTERLINE WIDTH 2 WIDTH-1. FRAME HEIGHT i I 1 SILL SHOWN, HEAD SIMILAR, ANCHOR QUANTITY MAY VARY (8 SHOWN) WINDOW WINDOW 2-114'i --�- SEE TABLE 1, SHEET 1 FOR ANCHOR MIN. O.C. SPACING, 4" MAX. HEAD & SILL ANCHOR PATTERN l NOTES 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL. (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. PRODUCT REVISED 9c complying with dw Florida Uuilding Cork A-pla- No r�pirazip4l Dat4 R8 Y O cn U7 � 0 [eN�� N 0 J 0)M CDZu Loin- to Ld 5 V X SQ 6 Z m 0 W CD > Op a � z C: Z co N M O J CV O O 0 co Q CD LL 0 co U) Z TABLE S: r i` ® CENTERLINE -FRAME'_ 13i4• 1 WIDTH I WIDTH r t� FRAME WIDTH — r 6"MAX. SEE TABLE 6, —THIS SHEET HEIGHT,' / ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V _WIU_IH — I JAMB ANCHOR SPACING OPTIONAL HORIZONTAL MULLION PRODUCT RF V ISED romplying with the Florida .1,mldtng Cods Acceptance No Z.viration Dam. d Y � j N O M � O � J w J CV to v O 04 V N Ch enO U_ N O Z LC)LL (D w 2 LL UU X� OOo �Ma F Z m 0 v } w (O O > Ci a Z L1 2 LL O O 0 r Z Iaays z z F O a'O s �LL Ln L o w aO TABLE 6MEN CENTERLINE FRAME 1314" WIDTH t WIDTH �— FRAME WIDTH —� 1 6' MAX. / OPTIONAL I SEE TABLE 6, /—HORIZONTAL THIS SHEET MULLION FRAME HEIGHT t 1 6" MAX. _..... ------ �— CENTERLINE --I WIDTH JAMB ANCHOR SPACING • • • • • • • • 'IMEMEM • • • • • • • • • • • • • • • • • • 1 • • • • • • MEMEN NNSME 'PODUC'I REVISED a; complying with Ux Fhxida Sanding Cate /! . Q50 1n'cpunre No 10 P. im!ion Data ; bums De�hodnct MEN o- Ut N N O ANy O LL N J O Z ^ tL cD = lL FZ mo q Fz liz °' m R I� ) LL / O U Y � gc O W J � ^aa J Q W 0 W } Q Z_ Z LL W � 0 co M M O aloe N O 0 u- 0 Do lasus (f) Z la, O Lc) M MEMOS WOMEN NNOME MOSEE NOMME MEMEN MEMEN MEMEN ENMEE` MEMON MEMNS ENNEN MEN 000010 maim "" A. LVNN MILLER, P.E. P.E.R 58706 NOME MENON mum 00000 moms NOMME MEMEN __ --- �■ ®®RICO',. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Mid-PanelArichorQuaafity o �0000 0 0000 a ©0000 o ©0000 �� 00000 00000 i® 00000 o0000 � o0000 000��o �■ ©0000 p o000O � � o�■000 a0000 � o0000 ©0000ll � 00000. 000��® ©oo 0 0©©00 ® o0000 oo®_o Mid -Panel Anchor .. � � o0 00 o0000 �� o0000 ©�000 �� 0 o0000 00000 o��000 � o0000 �� �s0000 0 000�vo 0 00000 � 00000�■ o� 0 oo®moo ©�v000 � a 00000 o0000 � oo�oo ® o0000 v 0 000��■i ©oo a iv®000��o o��000 � 000Q�o 0 000��0 —FR HE �__ CENTERLINE I �� S CENTERLINE�____4__�CENTERLINE _. ` wlnn i WE I I 3HT SILL ANCHORAGE SHOWN, HEAD . SIMILAR, QUANTITY 1 MAY VARY II�JI tu.l eu. I eu. I I i I cu.l cam. i cam. i i s i c i c...IUI i CORNER!', —SEE TABLE 3 R' SEES TABLE 3 CORNER NCHORSHEETS 4, SHEETS 6 OR 6 4, SHEETS E 6 OR 6 AS t 2 & 3 r +MID EETS 2 & 3NCHOR — i MID -PANEL -PANEL MID -PANEL 11 ANCHORS, SEE ANCHORS, SEE ANCHORS, SEE TABLE 7, THIS, TABLE 7, THIS TABLE 7, THIS SHEET SHEET SHEET r MID -PANEL ANCHOR PATTERN • •• . . . .. • • • • • • • • + IOTES: • 1. MID -PANEL ANCHORS TO BE EQUALLY SPACED, +/- 1/2'. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PRUDIiCT REVISED .. nplYing with the Fhrid. Building Code 0 Y � co �a ch N p M O p al2c � J w co e J N v ►¢- o oO v w M Ih Zu- c-,u- w w UU x co a UJI Z m 0 v } w = (D O > cj fn �Z aZ ° O O ° rn >Z ta;vs () ® ; F- F_ M z z o r w o J R co LU U Q co O u) nn � 000 0 �� o0000 a oo■oho o0000 � ® 0�000 ® 000 ®®000 �■ � o0000 o000 �©000 a© � oo�i 0000© 000©o oo ©o � �� ooaoo 000 �■o d oo©©® 000©o a 0000�o � 0000© ® o0000 000®o aoa©o� �� o0000 � 000■o© ® ■vo�o© oo ©� � o0000 � � Oi�000 o0000 a ©©000 ® oo©©© 0000© o0000 � ��oo■oo a ©©000 � 0000© � � 000�oo o0000 �� �■ o0000 o0000 a 000 � o0000 � o0000 ® � o0000 000vl� ® oo©©vim ��o oo■v � 000�a CENTERLINE CENTERLINE ��� CENTERLINE -T. - - WInTN '.AME IGHT SILL ANCHORAGE SHOWN, HEAD SIMILAR, QUANTITY MAY VARY Po FO FO EO. EO. EO. EOA EQ. 1 EQ. CORNER EE TABLE 3 OR SEE TABLE 3 ORR t ANCHORS, SEE SHEETS 2 & 3 4, SHEETS 5 OR 6 4, SHEETS NCHORS, SEE 5 OR 6 SHEETS 2 & 3 MID -PANEL MID -PANEL MID -PANEL ANCHORS, SEE ANCHORS. SEE ANCHORS, SEE TABLE S. THIS TABLE 8, THIS TABLE 8, THIS SHEET SHEET SHEET MIDPANEL ANCHOR PATTERN • • • • • • • �NSITES: • • • 11. MID -PANEL ANCHORS TO BE EQUALLY SPACED, ♦/- 1/2'. .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PRODUCT REVISED complying wish fie Florida Bodine Code A� pu... No ��'6ro5 -+ Maximum Vertical Mullion Design Pressure, (pso 1 A*mge C-t.dine Width fame Heigh 6 No Rahtbmemenl Alum. ReW=omem (part 44) Slael Ralnf-rner>t (pad#10) 21' 30' - .I 40, -- .9a90 +9a-100 «9a-120 +9aJ0 .9a•100 .9a-120 36' 47 +90/90 +9a-100 +901-120 +9abo +9a-100 +9a420 41% _ 54• +90/90 +901-100 +90/-120 49a901 .901-100 +9a•120 80' 70' -90/-90 - +90000 +9a-120 .90190 +9a-100 +9a-120 72. 84' +90/90 +9a-100 +901.120 .9D/90 +90/-100 .9a-120 90• 92" +9a90 +901-100 +9a•120 +90/90 +9a-100 +9a-120 98• 102' -"-90 +9a-1o0 +9a-120 +901.100 +9a-120 103, 120' +9a-1DD +9a-120 +9a-100 +9a-120 132" 144' +90000 +9a-100 24• 30• �„ +9a90 +90/-100 +90/120 +9a90 +9a-100 +90/-120 36" 42• +90190 +9&A00 +901A20 +90190 +901-100 +90/-120 48• 54• +9a90 +901.100 +901-120 +901-90 +90/-100 +9a-120 sw 70' +90/-90 +901.100 +901-120 +9D/-90 +901-100 +ea-120 72*+9a90 844 +9a-100 +901-120 +9a-100 +9a-120 9a 92" +9a-100 +9a-120 +90v-too +9a-120 96" 102' +90/-100 +90/-120 +901.100 108' 120' +90/450 +M-ioo 24' 90' 72" v > +9a90 +96/-100 +90/-120 •9a90 +9012D +90/-120 36' 47 +9a90 +90/-100 +90/-120 +90190 +901400 +90-120 48• 1. +90/90 +90/4o0 .901-120 +90l- 0 .901-100+90/-120 60" , -70'- -901-90 +90/-100 +901-120 - +90/-100 +901-120 77 _ 84" .901-1 Do +901.120 +901-100 90• 92' 96• +9D/A00 +9a-100 +901-100 24• 30' 78 +9a90 +901-100 +901.120 +90/90 +9a-to0 +9a-120 36• 42" +90190 +901AOD +901-120 +901-90 +9a-lo0 +90/-120 48" 54' +9a90 +901.100 +9a-120 +90/-90 +901-100 +9a-120 Er 70' +90190 +9a-loo +90M20 +90/-t 00 +901-120 72" B4• +9a-100 +90/.120 +80/-100 g0' 97 +90/400 +9a-lo0 24' 3a ti } 84. � +90/90- +90000 +90f-120 +901.90 +9a-100 +9a-120 - 36' 42" +90l90 "' - +90/•100 +901.120 +901.90 +9a-lo0 +9a-120 +90/90 +9a-lo0 +9a-120 48" 54" +90/90 +901-100 +90/-120 60' 70• +901-100 .9a-120 +9a-100 .9a-100 72• eq• .9a-too .9a-f00 IC Maximum Vertical Mullion Design Pressure, (pst) l _ A-." Centerline • Width Frame HeigN NO Roinbrc-ord Alum Rainbmemea, (pert 04) Sleel A Rcirlb-ftl -(wrt#10)J 24' 30 90' +9a-90 +901-100 .9a-120 .9a-90 +9a-loo +901-120 38- 42• +"-so +9a-100 +901.120 +901-90 +9a-100 +9a-120 48• 1. -59.41.89.4 +90-100 +90V-120 +9a-1o0 +900-120 gp• 70• 72' +9a-100 +9a-120 +9a-100 +9a-100 24' 30• 97-3/4 +9a-90 .9a-100 +901-120 +9a-90 +9a-100 +9a-12D 1% 420 +9a-90 +901-100 +901-120 +87.91AT9 +9a-MO +9a-120 1. 54• +8a90 +9a-100 +9a-120 +9a-100 .9a-120 60' 70' 72' +9a-100 +9a-100 +GV-100 24• 304 102' +9a-90 +901-100 +9a-120 +90f•90 +9a-lo0 +9a-120 36' 42' +W.a-68.3 +w-loo +901A20 +77.1/-77.1 +90000 +901-120 • • RWO' +901-100 +9a-120 +901-100 +9a-1m + 9a-100 +9a-too 108' +9a-90 +9a-100 +9a-120 +87.5/-87.5 +9a-100 +9a-12o N,O +74/a4 +9a-100 +9a-120 +94.5/-84.5 +9a-100 +9a/-120 +9a.100 +9a-120 +M-100 +901-too 244 300 114' 490/.90 +9a-10o +901-12D +74.21-74.2 +901100 +90-120 1. 42 +62.6/-626 +9a-100 +9a-120 .901.100 +901-120 46' Sq• B66 +9a-too +9a/-120 +9a-10D +9a-100 -24• 30• 36"- * 1 -� 120. `� - -+78.51-78.5 +90/-106 +90/-12o +83.4/-63.4 +9a-100 +9a-120 '+53.&.53.5' - +9a-100 +9a-120 42' 48- +901-100 +9a-120 +901-100 +9a-120 - 54• +Ba•100 - 24' 30• 126' +67.7797.7 +9a-100 +9a-120 +54.6/-54.6 +901-100 +9a-120 1. 42' +46/46 .9a-100 +901-120 +87,1196.8 +9a-116.5 48• 54• +9a-lo0 +84 -93.4 24' 304 132' -58.8 +9a.IGD -901-12D .47.4 +9a-ioo +9a/-12D 1. 42' r.c.4141.4 +87.1/-98.7 +901-116.4 +75.41-818 +9a-100.9 48' 54• +80.5/4i9.4 +72.6/d0.6 1. 30' 138- -51.4 +90/400 +9a-120 +9a-100 +9a-120 36' 421 1. +76194.4 +9a-101.6 +79.21-88 +70.1l-T7.9 24' 30' 144' +45.2/45.2 1 +901.100 +9a-12D +36.4/-38.4 +79.5198.3 +901-106.3 36' 12' +66,71-74.1 +80.3189.3 _ +69.5f.77.2 f AVERAGE CENTERLINE +CENTERLINE CENTERLINE = WIDTH 1 WIDTH 2 WIDTH 2 - l C WIDTH 1NAe C WIDTH 2 E FRAME HEIGHT -�-1 1.5�21. I-�- --y 1_125" �-- � I 4.752" 1 1 4.751" U 1* � 4 ALUMINUM tD STEEL • • • • • •�-•/ REINFOR•EMENT • • (REINFORCEMENT • • • • • • • • • • • •• ••• •• • • • •• • • • • • • NOTES: • • • • • • • ••-• -•' • • • • • • • • •1 IF M NED ITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, • • : • • • : : : •(S RF RON Fj "RANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE • • • • • • LESS`R DESI PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .u?UIJI'T REVISED rmpiyWS with d. Florida i4uledio8 Code CI!p�n� N. 1 0 piratan Daze .�� Y � (n -d c+> N_ O U) O O a,nc W J = 7E J CV IX 0 >- n a H (9 04a N LLJC7 (h c Q LL N J O G Z Lo (L ro Ul U V x N o' H ov W - Q co fn 9N0 ~o W In O U) (0 1 \ % Q O Z d Z O Q 0 Z 1a94: Z Z II o /no< LL w 0 O o � J W � M U 0 U) EMBEDMENT EDGE DIST. TYP. ANCHOR TYPE, EMBEDMENTAND •/ ° EDGE DISTANCE PER SUBSTRATE,SEE TABLE 1, SHEET 1. " CONCRETEICMU " PER ANCHOR— •' REQUIREMENT ' EXTERIOR < . 1/2" MAX SHIM EMBEDMENT �d EDGEjI DIST. TYP. ANCHOR TYPE, i EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE ` TABLE 1, SHEET 1. DETAIL Al DETAIL B 1 INTO MASONRY ` MULLION - REINFORCEMENT #4 OR #10 , 10 ---CB,J REQUIRED, SEE TABLE 9 0) OPTIONAL `- LAMI IG GLASS y �— DAYLIGHT OPENING WIDTH / FRAME WIDTH — IXWOOD Imo— BUCKSTRIP, SEE NOTE 2. THIS SHEET. \� DETAIL A2 a � � NTO MA ONRYI CONCRETE/CMU° II\) PERANCHOR—; REQUIREMENT 1/2" MAX. SHIM EMBEDMENT EDGE ll DIST. 1 TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 1, SHEET 1. 2X WOOD BUCK / OR FRAMING 1/2' MAX. SHIM ___� , --,-� 114' NUT &BOLT, 24"MAX F, FROM TOP OF FRAME, / REQUIRED FOR TRANSOM — HEIGHTS OVER 22-1/4' EXTERIOR (SEE SEPARATE APPROVAL) EXTERIOR i1 DETAIL A3 II INTO 2X WOOD EXTERIOR 4\ 7 DETAIL C 1/4" NUT & BOLT, 24' MAX. INTO METAL FROM EACH END AND 24" MAX O.C. TYP. ANCHOR TYPE, �f OPTIONAL EMBEDMENT AND `I��--- I�{ 1 `8 � BEAD EDGE DISTANCE PER --- _9 {� SUBSTRATE, SEE � TABLE 1, SHEET 1 , EXTERIOR APPROVED MULLION, DETAIL D _ALUMINUM. STEEL FRAMING STOREFRONT OR STEEL STUD. SEE TABLE WINDOW TO DOOR 1, SHEET 1. 1-3/4' 114" NUT & BOLT, 24" MAX. FROM EACH EDGE DIST. I! END AND 24' MAX O.C. 1 3/B" L -� II_ I II. ATTACHED STOREFRONT I DOOR, I u-------SEE SEPARATE I APPROVAL FOR 1 SPECIFICATIONS rT I EXTERIOR - n �- 1/2- MAX. SHIM DADE APPROVED MULLION, F13 COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 1, SHEET 1 DETAIL E - STOREFRONT INSTALLATION NOTES WINDOW TO TRANSOM —-- -' 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND ATTAGHEDSUBSTRATE REQUIREMENTS PER TABLE 1, SHEET a • h_t =ll STOREFRONT 1. ANY INSTALLATION OPTION SHOWN MAY BE TRANSOM, DOOR I USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR SEE SEPARATE HEAD TYPES ARE ALLOWED. n APPROVAL FOR II SPECIFICATIONS 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO t� a BE CONSIDERED 1X INSTALLATIONS. 1X WOOD a� I BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS -~ DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED L TO PROPERLY TRANSFER LOADS TO THE 9 t✓ I j I STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES _ 3-8, SHEETS 5-10. ••' 111 !PIt:0 _elf RIVE ' • J•• • • N. ltlllt' FL �4275 ,�: • yFL1.`vo •• .�. ••"�. • • • •�Z74 • • 01. LYNRMILLER, P.E. • CERT. OF AUT-1. 29:96 P.E.Y 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R-i't— PRODUCT %.-YIFtD :Lc CrnnPlying with d. Flcride building Code Acctptantt No rld- ?"V.tion Dam o DescriPten: urnwn :,y: HORIZONTAL X-SECTION J ROSOWSKI STOREFRONT WINDOW SYSTEM DETAILS - LM 03/23/16 ..zrizs 'tootle': Scale: 51'.aet: Drownq fJ�. .Ve: SS-3500 NTS 12 OF 16 MD-3500-2-LM i' DETAIL ti THRUIX WOOD CONCRETE/CMU PER INTO MASONRY I. ANCHOR REQUIREMENT —�•, _ DETAIL F2 INTO WOOD \ EDGE 2X WOOD BUCKSTRIP 1X WOOD BUCKSTRIP, SEE � —�j DISTANCE OR FRAMING, SEE �\ NOTE 2, THIS SHEET. `,\ • i _ c ANCHOR NOTE 3, SHEET 1 •\ EMBEDMENT _ i z_ 1n• � MAX. EXTERIOR DAYLIGHT OPENING HEIGHT L a�, (30 I FRAME HEIGHT 2 EXTERIOR C� (311 1/2" MAX. EXTERIOR TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, y l SEE TABLE 1. SHEET 1. DETAIL F3 INTO MASONRV CONCRETE/CMU EDGE ` PER ANCHOR —�, _ DISTANCE EDGE REQUIREMENT DISTANCE �� .•.� D. V EMBEDMENT EMBEDMENT 1n' J MAX. MAX. Tj IOR TYP. ANCHOR TYPE, TYP. ANCHOR TYPE.EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. - SEE TABLE 1, SHEET 1. OPTIONAL BEAD TYP. ANCHOR TYPE, '-'• EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, _ 60' MAX. HORIZ. MULLION LENGTH SEE TABLE 1, SHEET 1. DETAIL IG HORIZ. MULLION � i _ —_ --.��� 7 II 'i MAX. OPTIONAL LAM I IG GLASS TYP. ANCHOR TYPE, EMBEOMENTAND — EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 1. REQUIRED AT 3 j EACH ANCHOR LOCATION 1/2' MAX. SHIM y • . EMBEDMENT CONCRETElCMU PER - EDGE �— ANCHOR REQUIREMENT DIST. DETAIL H IN70 MASONRY DETAIL I CURVED HEADER EXTERIOR EDGE DISTANCE _ EMBEDMENT 4" LENGTH ANCHOR CCHANNEL AT INSTALLATION �ANCHORS. SEE SHEET 1 FOR REQUIRED LOCATIONS (T)ALSO SEE FIGURE 1 BELOW. ._ . #6 X 1-5/8" BUGLE -HEAD 51 )SMS, 2-1/2" FROM EACH END 8 13-1/2" MAX. O.C. INSTALLATION NOTES DETAIL F4 INTO METAL DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 1, SHEET 1 EDGE ` Z r— ___t DISTANCE (1 EMBEDMENT 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1n" THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DE51GN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8, SHEETS 5-10. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. PRODUCT REVISED cnmPlyiog Keith the Florida - .ding Cod< ccePlance Nn !6 -0505 Q4. FIGURE 1' --REMOVE ePirat Uatr ij,�(B • • r • • r• • • • • • Fevised By: D�fe: Revision By �-�6�/ • �_ • • • • T • Revi.ed By: Dale: Revis,on• •- • i�5 De,e.iaunn »n e,- �' 16 VERTICAL X-SECTION J ROSOWSKI • +A•. • 1070 C•H VULE#'ocRIVE Tale: Dam: �'' • • N. '1"": FL i4275 STOREFRONT WINDOW SYSTEM DETAILS - LM 03/23/16 PARTS #5 8 #6 MAY ALSO BE ,•., .''. . • �,• • • USED IF FIELD -MODIFIED AS • '•. ?;1 ;• -C• • • • • PSI. F*)X t °t9 SHOWN ABOVE. • ' ••" • • • NnI;QMI`• Ft :�l•74 arias/Nodcr: score: Sheer: Orawin, Nu. Rer: • • •A. LVNAMILLER P.E. CERT. OF AUTH. ,#292s6 SS-3500 NTS 13 OF 16 MD-3500-2-LM RE 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C2) DETAIL J PTAC INSERT -, UI I PTAC LOUVER, REFER TO - SEPARATEAPPROVALFOR INSTALLATION REQUIREMENTS I y` - I EXTERIOR ' I/ ti I f, DETAIL K , PTAC INSERT d'. CONCRETE/CMU PER _ ANCHOR REQUIREMENT (40) 6) 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR----� 1/4" NUT & BOLT, 24" NOTE 3, SHEET 1 MAX. FROM EACH END - " AND 24" MAX O.C. PTAC LOUVER & WINDOW INSERT NOTES: \ 1. REFER TO SEPARATE WINDOW APPROVAL FOR ALL WINDOW INSERT REQUIREMENTS AND r— s INSTALLATION. 112" REFER TO PTAC LOUVER 2. AWNING WINDOW INSERT SHOWN BUT MAY BE ANY MAX. APPROVED PGT WINDOW WITH A FLANGED FRAME. kl—APPROVAL FOR LOUVER 3. REFER TO PTAC LOUVER APPROVAL FOR ALL PTAC I INSTALLATION REQUIREMENTS LOUVER REQUIREMENTS AND INSTALLATION. - 4. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, APPROVAL, (PTAC LOUVER OR WINDOW - INSERT) THE LESSER DESIGN PRESSURE VALUE OF it ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM.'- INSTALLATION NOTES: F 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND REMOVE GLAZING LEG AS SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET -REQUIRED FOR PTAC 1. ANY INSTALLATION OPTION SHOWN MAY BE-� LOUVER INSTALLATION USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. — T 2. ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO T BE CONSIDERED 1X INSTALLATIONS. 1X WOOD _ r BUCKS ARE OPTIONAL, UNIT MAY BE INSTALLED--- - 1.750" 1/2" MAX DIRECTLY TO SUBSTRATE. WOOD BUCKS SHIM DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. lX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE EXTERIOR STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE EMBEDMENT ENGINEER OR ARCHITECT OF RECORD. MAXIMUM �= - SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8. SHEETS 5-10. EDGE DIST. -(�) - -I 1.750" ►-- 1/4" NUT & BOLT, 24" MAX. FROM EACH END 2 �, 1 AND 24' MAX O.C. r I. ( REMOVE GLAZING LEG AS l REQUIRED FOR PTAC LOUVER INSTALLATION �------ T ----- --------'------------------------------------"l PTAC LOUVER, REFER TO EXTERIOR DETAIL L DETAIL M SEPARATE APPROVAL FOR I� PTAC INSERT INSTALLATION REQUIREMENTS � PTAC INSERT EDGE DISTANCE I�- E—MB�EDMENT 1.750" I DETAIL N 1 WINDOW INSERT - -' PGT FLANGED WINDOW (AWNING SHOWN), REFER TO y ).—SEPARATE APPROVAL FOR INSTALLATION REQUIREMENTS Lo =T 114" NUT & BOLT, 24" 0 N 1 - -L MAX. FROM EACH a IN i .__.__: END AND 24'MAX O.C. J cn (3)C) O J PGT FLANGED WINDOW --�-� 1.750" (AWNING SHOWN), 1/4" NUT & BOLT, 24" REFER TO SEPARATE MAX. FROM EACH END --� APPROVAL FOR AND 24" MAX O.C. INSTALLATION REQUIREMENTS '� (� -- - L. 1(7f 7. DE•TFAIL Fb • _4REMOVE40%AZING LEG INDO• • • Q"NDSW INSERT WW INSERT • • • • • • • • • • • • • • • • • • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL O WINDOW INSERT 6 EXTERIOR DETAIL Q WINDOW INSERT 9/16" LAMINATED 114" ANNEALED GLASS STACK 9/16" LAMINATED 1/4" HEAT- —� GLASS STACK STRENGTHENED-. SILICONE �- i HOT -MELT BUTYL STRUCTURAL`_' GLASS �, 1 • .090" SGP ANNEALED GLASS 42;� �' GLASS \✓ _, GLASS 1!4" HEAT- ,pgp" pyg_ __ STRENGTHENED /� /�' •' GLASS \42` •t l� STRUCTURAL �— 1/4" NOM. POLYISOBUTYLEN \ WITH DESICCANT y SILICONE '• _ -�. 3/16" NOM. FOAM—, �- WITH DESICCANT i - PRODUCT ReVISF.D „ ai io illg Cl g with the Florida Building GKde 3/4" GLASS �` BITE ��. f 401 3/4" GLASS - — BITE \41J / 40 INT. GLASS -• / y • / �j� INT. GLASS //��� .\we �rance IVn I�o-050� ,pq-." 30.E (30�_//// }ilnin .dc1'rodi<rCun GLASS TYPE A GLASS TYPE B / '' '`EXT �:�j/� . GLASS �'-= �.(l�. EXT. GLASS O (as)KODISPACE', 4SG TPS (3?)SUPER SPACER`-"' NXT1M ^aa N O cf) o r-1-3/i6'I.G. h O 2 alo0 11J x 9/16" LAMINATED.-IGLASS STACK Wir" LAMINATED GLASS STACK k~'7I - ALUMINUM r. --4 J 1/4"HEAT- '-i I GLASS STACK _ STRENGTHENED �' GLASS »%\5/16"NOM. ST HEAT- .090"SGP--_i- STRENGTHENED ± (42 }- �• GLASS 1!4' ANNEALED -� GIASS`�: - -7/16' AIRSPACE 090' SGP •/ �' i/4" TEMPERED - ,-GLASS �(4P� L REINFORCEMENT pOLYISO- -DESICCANT FILL AREA / �i"` BUTYLENE `� 5116" NOM. % SEAL :1�'-- �b 7 ..yam, SILICONE SEAL BUTYL&�, / ROLL -FORMED llll DESICCANT y{j FOAM j-.��c/�/^/ STAINLESS STEEL ���//// 1 O �- r U' N N O v CD �8 0 (n -U W Q J O M Q 3/4" GLASS / a -� BITE 4\4✓ � `—; 40) — 3/4' GLASS / W'11'1_� BITE l�1? ' 0�. /INT. INT. GLASS —• /cl /��� / .�/� GLASS : � O erns � LL _ LU rw� ll" r0 O x .030,_u W `1 / i / w F Z O a >LL >_ O,va GLASS TYPE C GLASS TYPED ` �'� EXT. GLASS i/VEXT. GLASS ~ ci Z Z J d O O (se)DURASEA0 SPACER (3s)XL EDGE" SPACER Q J Z lams _ 1-3/16" I.G. 9!16" LAMINATED GLASS STACK GLASS STACK r I 1-3,�16 LG 19/16" LAMINATED GLASS STACK GLASS STACKS y �— —{� I 1 ' 1 '° IU 1 F w Q Z O Z along 1/4" HEAT- 1/4" HEAT- I+ I Z 00 STRENGTHENED <,_ GLASS `'i,•� ,7/16"AIRSPACE .090" PVB-� • 1/4" TEMPERED -GLASS %STRENGTHENED`; r } GLASS, `-•-7/16'AIRSPACE } .090' SGP—. • 1/4" TEMPERED /GLASS '., p � / r O Q u'J O to M r 6%% � 42 �` • 42\ ,\ • ~ fn � aui � 'asap sa 3/4" GLASS -"� BITE V41\ -/{40) 314" GLASS 41 617E GLASS TYPE E� _GLASS 'TYPE F • • •• • • • ' ' -- NOTES: • • • • • t f • • • • • • • • • • 1. GLAZING FOR ALL GLASS TYPES MEETS ASTM E1300 FOR ALL APPROVED SIZES. • 'PVB' _ .090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. • • • • • • • . • • 004 • • • • • A. LVNN MILLER, P.E. "SG" = .090' SENTRYGLASS INTERLAYER BY KURARAY AMERICA, INC. P.E.R 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE EXTERIOR FOR CLARITY, ANCHOR PLATE C1/ fti- SHOWN FOR CURVED OR ANGLED HEADERS,CORNERS,.' HORI MAY BE WELDED C50� VV;�11 EXTERIOR L, 5.000' .969' 1.993' I 1_01. II 4125" 25" 094' Tj JJ2.750' 11 .094"� 1.750" .454' osa' FRAME HEAD. (D GLAZING SILL & JAMB ADAPTER 4A92' --�i + 2.908" --►I I+- 2.185' 1.462" .094" 1 iL I 1 I .... 1 1.121" 1.121' 062 121'INIJ�I � FLAT .3a2 I / BENDABLE C') Cb�BEADINGA `6JBEADING6 � BEADING SNAP COVER — 5,000" 1 -� .969'+ 4.798" ---- �I 1.993' 094"17501.653"FN—DA-7 �--.094' ANCHOR BLE J CHANNEL %,BEHEAD & JAMB Part Drawing Description Material 1 19501 Frame Head, Jamb & Sill 6063-TS At—. 2 19502 Glazing Adapter 6063-T9 Akan. 3 19505 Flat Snap Coer 6083-TB Alm. 4 19509 Alumin= Reinforcement 6063-TS Akan, 5 19503 Beading A 6063-T6 Akan. 6 19504 Beading B 6W3-T6 Alm. 7 19573 Bendable Beading 6063-T6 Alum. 8 19571 Anchor Channel 606346 Akan. 9 19572 Bendable Frame Head and Jamb 6063-TB Alan. 10 19532 Steel Reinforcement A36 Steel 30 1652 Setting Block 3/19' x 7/16' x 4', Duro = 85 +/.5 EPDM 31 1704 IG Setting Block 3/16' x 1-3/32' x 4". Dum - 85 +/-5 EPDM 36 Kommering KodiSpace 4SG TPS Spacer System (:40 nex Super lacer with Hot Malt Butyl See Sheet 15 for 30 • • r•x D•ase•1 • Material.9 ni al E S r 4 131 az G s Beading ro. = 65 +/S EPDM •4• eum Glrting G#ake*Gw" Los. Duro. - 80 +/-5 sonteprone 42 Sillcone Beckbeddirg: Dow 791, 995. GE7700 50 712X112 #12 x 1-112" Hex Washer Scww. Aa—bly Stainless Steal 51 1 76B58 06 X 1-Stir Bugle Head Ph. Screw. br C"d Beading Stainless Steel NOTES: • • • • • • • • • • • • • • • • • • • 1. PARTS 11-29, 32-35. & 43-49 ARE NOT USED AND ARE NOT PART OF TjilS APPRCW4bl.. • • • • • 2. SEE SHEET 11 FOR PARTS 4 & 10. 900 • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • un,Plywg -i,h 0a Florida ri!du,g ucde irei6-O 05,04 r t n Dx,a2.O1$ Y � L U) ^+a M > N p cn 0 Z a0 LU J r B J CV O FO co N Wo f M ZLL U-)LL � W =LLj U U x C) to �Ma o Z m Y O > p0 LL �z az O Z p co Z Z O _ laav H c r, /I LL W O O 06 W M U O m f �1~ COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION N NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy CGI Windows & Doors, Inc. (� 10100 N. W. 25" Street U U / U Miami, Fl. 33172 VeAut SCOPE: ThisNOA is being issued under the applicable rule g 1 ter ii the use of construction materials. The documentation submitted has been reviewed and ac • e g ade unty RER-Product Control Section to be used in Miami Dade County and other areas where allowed byh rity 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 161dingCgoclle, • .. ........... including the High Velocity Hurricane Zone. .... DESCRIPTION: Series "160 Sentinel" Aluminum Oufswing glazed'Doors w/wo Sidzlites of.MI— • � • • • • .... .... . . APPROVAL DOCUMENT: Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Out*wi�rl,g Doors�;.&C8ts 1 their... of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and Imtr led on AW005, 20}S; •. Signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Controt Revision stmrpwvith the • • • • • • Notice of Acceptance number and expiration date by the Miami -Dade County Product Co* (%&:Dtion. • • . . . . ...... MISSILE IMPACT RATING: Large and Small Missile Impact 1 a : • • Limitations: 1. See Design Pressure ratings single and double doors in sheets 1 & 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 # 13-0226.06 consists of this page I and evidence pages E-1& E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMMADE COUNTY NOA No. 14-1015.04 Expiration Date: August 08, 2018 Approval Date: August 13, 2015 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of I 1 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and scaled by Javad Ahmad, P.E. B. TESTS (submitted under file 413-0226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, 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 20344• • * • • • • • Along with manufacturer's parts and section drawing marked -up drawings' fttttninum'Sidelites, • • • • % issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample ")*crated 04/1b/2015, :....: signed and sealed by Ramesh Patel P.E • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying witVFBC-2'U1.4 (51h Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 01*%19 T i and last r, vised on• • AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. . ...... 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. • • • • • • 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 Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. ltyk��` (r� A Ishaq I. Chanda, P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date: August 08, 2018 Approval Date: August 13, 2015 E-1 37-1/4' 72" DOOR FRAME WIDTH DOOR FRAME WIDTH 2 ANCHORS 6' MAX TYPE 'A', 'B' OR 'C' SEE CHART FOR QUANTITY 6" MAX. ORNERS f(A HEADSILL AT STILE ENDS CORNERS �1 H 3' � 6-'' � 3" � f ( � — II 1 I I 1 u I /I 1 / Ili I m J O io II II , II II \II , I I II \ H fw'l azry II \ I TIVE n I II I I z <z 10 D.L. OPG. 2 ANCHORS TYPE 'B' AT STILE ENDS 0 D r — l -TYPICAL ELEVATION ( X ) DOORS LOAD CAPACITY - PSF — -3 SINGLE DOORS (X) ' DOOR DIMS. _� LAM. or INSUL-LAM. FRAME LEAF FRAME fl EXT.(+) INT.(-) WIDTH WIDTH HEIGHT . ^ 37-1/4' 35' 96" 80 1 80 1 /1 I I\ I I I II / \.1L_ I II 1 ao a LOCK OPTIONS I� \ _ o SEE SHEET 9 11 / \ 1 I I II I I - ACTVE INAC NE r DOOR OPTIONS I 1 1 B z a �� �o 23 1/2" 23 1/2" D.L. OPG. D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED �19N7_1��a�1_�IPL` DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAM. or INSUL-LAM. FRAME LEAF I F E• • • • w 1 WIDTH WIDTH HEI 72' 35' - 9 NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 RAMT EXT.(i) T•fi • • • •• ••• •• • • • HEAD ANCHORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' 'B' I 'C' 1/4" 4 4 4 3/8" 6 6 1 6 1/2' 7 7 - /RODUCTREVI9ED a g4l ej.ur The norV. mbb SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR ]Y/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS • • ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO • • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF CURRENT FLORIDA BLDG. CODE. • ••• • • • ••• DOOR Q L.O.:DIMS. • • D.L.O► HEIGHT = ORAME NEIOHTr- 42.415"• • D.L•U• JWIDT� �( DOORS) *= *RAMIE WIDTH • 13.7Y" D.L.O. WIDT (XX DOORST = (FRAME WIDTH - 2t)/2 DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT SHUTI�gS•AR: NOT IiEQ JRES. • 0 • 0 • •• •• • • • •• •• ••• • • • ••• • • CIVIL FLA. PE If 70592 JCA. 38 n o � I Y o O � o � T o ' � � Y a drawing no. W13-01 sheet 1-of 11 37-1/4- DOOR FRAME WIDTH 2 ANCHORS 6" MAX. 3„ TYPE A', B' OR 'C' HEAD/SILL AT STILE ENDS CORNERS Y I "'1111 fffl I I I II I 11 __JLJ I - --r/ II I /I I II I a y 1} �E- IJ W m-� II II I II I " \il I it ' 11 tR u ACTIVE TYPE '8' AT STILE ENDS 72" DOOR FRAME WIDTH 6" MAX. SEE CHART FOR QUANTITY HEAD/SILL A CORNERS 1 /I I I\ I II II II ' I I i pa LOCK OPTIONS ro / 9 _ p J SEE SHEET -- Ie M I � II \ I � I u II I I ACTVE INA THE � N � m N � Z x m � YBFALSE SURFACE APPLIED MUNTINS AT STILE ENDS MAY 8E USED TYPICAL ELEVATION FOR 3 HINGE DOOR ( XX ) NOTE: SEE SHEET 1 FOR DOOR CAPACITIES • • • • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• HEAD ANCHORS AT STILE ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' '8' C. 1/4" 4 3/8" 6LLIA I/2" 7 s N O S rn N Q� NO O L-i v ►RODUC f REVISED 5 Ow N e �WI>•i w11% Ike floral. hokum Cods Aaepawe No,_(_ 0/ '0 j< a' N o v) N n s �4rw oNera g 3 r`I rn m 0 3 M m z caw 3 OO M N Engr: JAVAD Ali MAD ' 1 • • ••• • • • s • • • • • ••• • CIVIL FLA. PE f 70592 I \ CAN. 3538 j Jrowing no. W 13-01 ... . . . . ... . . . . • • • . . • • • . •• •• . . . •• •• ... . . . ... . . DESIGN LOAD CAPACITY - PSF SIDELITE WIDTH INCHES I SIDELITE FRAME HEIGHT INCHES STATIONARY PANEL (0) (SEE NOTE BELOW) EXT.(+) INT.(-) 24 30 33 36 37-1/8 39 42 84 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.6 77.6 73.8 73.8 68.6 68.6 24 30 33 36 37-1/8 39 90 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.6 77.6 73.8 73.8 24 30 33 36 37-1/8 96 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.6 77.6 6" m 0 � o 144• MAX. 72" 36" DOOR FRAME WIDTH SIDELITE I I I I I I I I I c l l I I I /1 I I\ I II yy II � I I I if \ XI/ LOCK OPT DNS SEE SA 7T 9 0 \ I I I II I I if II I I I ACTNE INACTIVE SEE CHART FOR QUANTITY HEAD ANCHORS AT STILE & MULLION ENDS QUANTITY CHART ANCHOR TYPE SHIM 'A' 'B' C. 1/4" 4 4 4 3/8" 6 6 6 1/2" 7 7 - II II II II u J n II II H - FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEETS 1 & 2 II 11 II - n II co co II II II II II II I I BU 31 1/8" 23 1/2" 23 1/2" D.L. OPG. D.L. OPG. D.L. OPG. 4 ANCHORS TYPE 'B' TYPICAL ELEVATION AT STILE AND MULLION ENDS ( OXXO ) SIDELITE OPTIONS 4mW 33 W ' 00 31 1/8" `� D.L. OPG. SURFACL APPLIEU FALSE MUNTINS MAY BE USED PRODUC f REVISED a• ool•plyl•Q wltY Ole Florida wI+I•a code Acecpta•ce No ILi -IOt3' LapklI del•• D•Ic 9 /G •• ••• • • • • • •• � � • • � SIbELRE S.L.S. DIMS. • • • • • Dh.O:HE;W: = fiRAME HEIGHT - 12.875" • • D.C.QIWISTH�= SIDLRITE WIDTH - 6" STAND ALONE SIDELITE ONLY • • • • • D.L. WIDTH = MELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY En9r. JAVAD AHMAD • ••• • • s ••• CIVIL FLA. PE 170592 • • • • • • • • CA 3538 • • ••• • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Ail i `1015 ••• • • • • ••• • • • • • • • • • • • • ••• • • 0 000 0 0 2 i o c t drawing no. W13-01 DESIGN LOAD CAPACITY - PSF SIDELITE WIDTH INCHES DOOR LEAF WIDTH INCHES SIDELITE FRAME HEIGHT INCHES SIDELITE TO DOOR MULLION (SEE NOTE BELOW) EXT.(+) INT.(-) 24 30 33 36 37-1/8 39 42 35 84 80.0 80.0 80.0 80.0 80D 80.0 80.0 80.0 77.6 77.6 73.8 73.8 68.6 68.6 24 30 33 36 37-1/8 39 35 90 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.6 77.6 73.8 73.8 24 30 33 36 37-1/8 35 96 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.6 77.6 OOJ LEAF WIDTH FH DOOR FRAME WIDTH SINGLE (X) 37" MAX. DOUBLE (XX) 72" MAX. SIDELITE TO DOOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. 1, SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM TABLES ON SHEET 1. 2. SELECT LOWER OF SIDELITE TO DOOR MULLION CAPACITY FROM TABLE ABOVE. 3. LOWER VALUES FROM STEPS I OR 2 WILL APPLY TO ENTIRE SYSTEM. I f DOOR }FRAME SIDELITE I WIDTH WIDTH J - C DOOR DOOR DOOR c-11- FRAMr CIn FI ITC FRAME WIDTH WIDTH WIDTH / - H J C WIDTH , WIDTH WIDTH / \c J \ / �`XO) ( OXO) ` ( XOX ) OX) SIDELITE DOOR FRAME SIDELITE DOOR FRAME SIDELITE WIDTH WIDTH WIDTH WIDTH WIDTH iWj MULLION / S XKo 3 �DODR STILE ENO ANCHORS J ll END ANCHORS SEE SHEET 3 SEE SHEET 1 /i '!i ( OXXO ) ll� �Y U o I Z � % W I a �o 0 v V 'o W G 3 a mZZ �S�{ � a d c g N rn N N � ePi W 5 O OF LL O L y �J 6 V = ( p V3 ^ O 7 n 1RODUC r REVISED dC-PlYfAX w11h Ihr F7orm, w0104 z 3 ZZt.J, N Cnde Acteplm�ce Noll-1-I �11 •D4 3 0O • n - L>yirnHar 7hcte� 1 1 C llwlr loduct Ca�trd nip _ U � �-- NOTE: o GLASS CAPACITIES ON THIS SHEET ARE g g BASED ON ASTM E1300-09 (3 SEC. GUSTS) d < m o AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 En9r. JAVAD AHMAD CML 2 j p M. PE / 70592 CAM 538 Xv A {l fin•- drawing no. W 13-01 V U I M Q a J F W ip 1 N 0 1 C O O J � U OG a 0o, H p � O IL O 3/16" TEMPERED GLASS r 3/8" AIR SPACE LL Z ) 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS } _ 3/16" ANNEALED GLASS U �1 �ZZ lMlVV_ f'.075"'Safle'x CP With PET Care By ' Soflex CP With PET Core By 'Eastman Chemical Co.' .075" Saflex CP With PET Core By 'Eastman Chemical Co.' - By 'Eastman Chemical Co.'Co.Co. .090" Saflex Clear And Color Glass B 'Eastman Chemical Co.' .OW Saflex Clear And Color Glass By 'Eastman Chemical Co.' r.090" Soflex Clear And Color Gloss r 11 By 'Eastman Chemiical. Co.', , Y —INTERLAYERS Kuroray SentryGlos INTERLAYERS .090" Kuraray SenlryGlas.090" INTERLAYERS ` r Kuraray SentryGlos 'Kuroray J M _ .090" By 'Kuraroy Americo, Inc.' By 'Kuraroy Americo, Inc.' By America, Inc.', .090" Kuraroy Bulacite PVD .090" Kuraroy Butacite PVB 'Kuraray _ .090" Kuraray Butocite PVB By 'Kuraroy Americo, Inc.; S K N By 'Kuroray Americo, Inc.' By Americo, Inc.' C) ~3/16" 3/I6" ANN. GLASS 3/16" HEAT STREN'D GLASS HEAT STREN'D GLASS+ O SILICONE DOW CORNING 995 SILICONE It CORNING 995 SILICONE DOW CORNING 995 MIODUf f REVISED M N o DOW CORNING 899 rDOW CORNING 899 GE-1 DOW CORNING 899 r GE-1200 �P4»t •U� w mria v u'I umi 3: w CE-1200 AababilegCepwis.No �� 0/ O � N la ii ii \ \ � � N 14 a VNj 14 o \ it / CMizellO — M XL EDGE SPACER C— m af \ / w \ SST.. STEEL BY 'CARDINAL' OR \\ DRRASEAL BY 'OUANEX' O i SUPER SPACER BY 'OUANEX' 28 AT 1/4 POINTS 28 AT 1/4 POINTS 28 AT 1/4 POINTS o m E 7/I6" LAM. GLASS 7/16" LAM. GLASS 1 OVERALL INSUL. LAM. GLASS - ES _ _�' GLA'LING OPTIONS r a L. u o • • • • 0.11 • • • • �' • • • ••• Engr. JAVAD AHAUO CIVIL �I • ••• • • • • • • • • • • • • • • • • • FLA. P If CA 3538 0 1 drawing no. W13-01 ... . . . . . • . . . ... • . . . • meet 5 or 1 • •. •. • . . •. .. is EDGE DIST. IBY WOOD BUCK :. SEE OTE SHEET 1 _. CONCRGTE , . ..-"N, d. 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 �, TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE_ELEV. FOR_SPACING_ ^� TYPE w= 1 /4" DIA ULTRACON BY 'ELCO' (Fu-177 Ksl, Fy-155 KSI) INTO 2BY WOOD BUCKSORWOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) Fll-j/L4'_'MIN. HRU 1BY BUCKS INTO CONC. OR MASONRY-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) EMBED INTO CONC. OR MASONRY (JAMBS). -� TYPE 'B'- j14" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) R MIN. LENGTH = 2-3/4" —_ DIRECTLY INTO CONC. OR MASONRY `1-3/4" MIN., EMBED -INTO CONCRETE (HEAD/SILL) _ -j 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'C'- 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE _ _ _ `INTO CONCRETE AND MASONRY 2-1/2" MIN INTO`WOOD STRUCTURE =014 Mtlf.• • • •- • • •• INTO METAL STRUCTURE 3/4" Mgl. • • • • • • • • • • • • • WOOD AT HEAD OR JAMBS t v•MIIf • • • • • • CONCRETE AT HEAD, SILL OR JAMBS fc = MOO PSI MIN • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. ANCHORS MAY BE HEX OR iMi HEAD* • • • • • • • ••• • • • • • SEALANTS: • 0 • • • • • • • • ALL JOINTS AND FRAME •, • • • I.ON0tCTIONS SEALED "WITH • • GE SCS2000 SILICONE SEALANT. f • • • • • • • VC DE'� AILS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • !'l Z a m = go QN n Q TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING -------------------- jI MIAMI-DADE COUNTY APPROVED Ij I� CLIPPED MULLION �I II SEE SEPARATE NOA II '��tSEE NCHORS ATIONS FOR SPACING C L C FIA. AN. PE 70538592 5 IROouc r REVISP.O n e46pl11" with the Rod& b•Ylq cak Aaep.m Crowing no. W13-01 MAX. YPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 3/8" MAX.. SHIM. . CONCRETE OR MASONRY TYPICAL ANCHORS •. SEE ELEV. * ; FOR SPACING: 0 w 0 w ACTIVE LEAF ACTIVE LEAF O ,,e 3/8" MAX. SHIM �1BY WOOD BUCK SEE_ NOTE SHEET 1 r� TYPICAL ANCHORS SEE ELEV. r r FOR SPACING W , 7 18 L. OPG. Z. EXTERIOR 4F WIDTH 3 POINT LOCK WITH DEAD BOLT SEE SHEET 9 O3 POINT LOCK r WITH DEAD BOLT SEE SHEET 9 / —FLUSH BOLT INACTIVE LEAF Le7� O M Z n O� % � a �h If a Og I " L1 LL 08 v 0'o O 0 IL < LLiU): ►RODUC E REVISED r O.Uplywg wltY the m" Q h.Yiy C.•. Aaep.ae No�;d� r—� Ebph•M.. Dote mb"d rbJ* P s~ 9-mu. s J M .. q D_ O c� I� 0 W .M_. 3/8" MAX. , Ow 0 1'- �j FH ODBUCK (n N3 NTRUCTURE TE SHEET 1 z Z_ Z 3 O n IF 0 U I/ 2 TYPICAL ANCHORS 7 7 SEE ELEV. rn S FOR SPACING 19 O.L. OPG. EXTERIOR LEAF WIDTH • • • • • • • • • c N FRAME WIDTH T o o • • • • • • • • • • • Engr: JAVAD AHMAD I u • ••• • • • ••• FLCCIVILCIVILn A. PE J 70592 0 • • • • • • • • CAN 3538 • • • • • • • • • • a drowing no. A 06?015 W13-01 • • • DQO$ DETAILS' • • • • • sheet 7 of 1 0 %•• •• • • • •• •• • • • • • • 0 0 is f N ICHORS TONS NG 3/8" MAX.. O SHIM, . CONCRETE OR ;MASONRY MATING JAMB FASTENERS z 7 FOR LOCATIONS SEE DOOR JAMB SPACING ON SHEETS 1 do 2 EXTERIOR DOOR FRAME WIDTH 37" MAX. SINGLE (X 72' MAX. DOUBLE (X TYPICAL ANCHORS 4' LONG SEE ELEV. APPLY SEALANT FOR SPACING BEFORE MATING •• ••• • • • • • •• NOTE: LIMIT SHIM 14MET4 S}lUjUR•E �T 1j4S T8•3/8" •• ••• •• • • • •• • ••• • • • ••• CML FU. PE 70592 • • • • • • • • C.A.N. 538 • • • • • • • • • • • • • • • • • • • • • • •• • • • 000 •• •••� i J 2U15 DETILS A • • • • • • • •SD�ZE• _• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0-RDDUC f NEVFSEO r e PIP 02 wIN tw r d& YW6,c.& ,- - - m�V Z O_ yyy Fg g iG O o C LL O� e � r C a o a 0,,3�EI LLZu3S�` o saA(NI�u Q . I V n _ � � c Z o n drawing no. W 13-01 BILL OF MATERIALS FXTRHSIF] NS I nr.KTN , HARDWARE C`Z`DC 1.)C v ITEM I'. _ PART Na DESCRIPTION _ REDS T8 1 14 X 3/4' HEX HEAD TEKS - MILLION ATTACHMENT 19 A 6 X 112' PAN HEAD SMS - ASTRAGAL ATTACHMENT 12' FROM ENDS 20 110 X 1 1/4' PH SNS - ASSEMBLY 3 PER CORNER �y■nL1iym0 CODE PART Na DESCRIPTION MATERIAL RANUF, REMARKS M18 XC-1947 FRAME GASKET FOAM AMESBURY DREOUIV N6 32084 ,350 FOAM GASKET FOAM AMESBU.RY OR EOUIV F M5 V33321NG .187 x .320 VEATHERSTRIP PILE V/ CENTER FIN VOOL ULTRAFAS OR EOUIV M8 V3332ING .187 X NO HIGH PILE V'STRIPPING VOOL V/ FIN ILTRAFAS OR EOUIVp M9 CH-108-1 HINGE (4 112' X 4') ALUMINUM CGI-CUSTOM 7T��g IIZr-x /2VIH a, 25A AID AB800-US32D HINGE (4 1/2' X 40) BRASS HAGER I2-21x /2 MS) 258 MII A1800-US3 HINGE (4 112' X 4') _ S/S HAGER IM-1iz1D/2V R) CGI-382V GLAZING BEAD BULB VINYL CGI-CUSTOM 9M7 3/8'-16 FULLY THREADED ROD - SECURED VITH 3/8' HEX HUT ZINC PLATED SETTING BLOCK (2 PER LITE) EPDI( I DUROMETER 8015 SHURE A •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• . . ... . . . . . . . . . . . . . . . . . .. . . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . � 1 v S m of o Or C OLL) o � N 6 (I) t; h ^ O IRODUC f REVISED [J N Z Z 4 N 3 o M s co"PlyhB with the FWWA h.ldlay Code .-. U O ¢ w AKeKNo f.Ata4rt11�. O.te nf-17TTT �- Y, n igr. JAVAD AHMAD c n o CIVIL n FLA. PE A.N. 538 92 o b s 015 dW1Hng no. 3-01 Bolt Assembly R Rod Wheel Conneotior Wheel Keyed Clfindn ToJpisee il Wheel Cli CGI CUSTOM 3-POINT LOCK Bolt Assembly Assy. Deodboll Assy. Bolt Housing flushh Tip SMS jB s 1/2" PH MS Flushbolt Aetivntor TOP SECTION SHOWN (BOTTOM SIMILAR) Flushbolts (Inactive Panel) Top & Bottom •• ••• • • • • • •• • •• • • • • ••• • . . ........ . . .. ... .. .. \ � en P N I N Owl N i O ry n oCf o N V w = N o Vi N r 2 N /RODUCf REVISED E�E Z Z r a.�Ily* w11Y 14 F7orYs o O (L Acm;"""noiy_/al r.�% � M C�Oa rsf .wk • Dete4 }gJi !b Mgr: JAVAD AHMAD I t o 0 FLA. PE / 7 92 0 CA.N. 53 u UUU1' UG 0 5 1 dW113-01 • •• •• • • • •• •• 3.825 125 .750 1- 1.590 .100 O DOOR FRAME HEAD/SILL t2 FRAME COVER 1.587 1.62 06 13 SILL COVER .465 �^- .075 I t.063 O SIDELITE TOP & BOTTOM FRAME 17 SIDELITE JAMB COVER L.326 1 13562 070 ,625 .805 �•245 I _� f•� 1.622 1.060 O 1s ASTRAGAL ADAPTER SHEAR BLOCK 1.810 �125 F 120 - .oeo 4.000 500 .125 O DOOR FRAME JAMB O SIDELITE FRAME JAMB O TOP & BOTTOM RAIL 5.500 F- 1 .080 6 1.828 1.440 4.495 �I O HINGE & LOCK STILE 1.50�-�{ �.185 �I�JJM .115 15 SHEAR BLOCK PLATE 1.061 .250 .080 M20 4.000 05 1.465 -1 .870 O SIDELITE MATING JAMB �.675 • 181P • • • • • GLASS STOP (LAM. GLASS) •-Vi[-.120• • • • • • • 995 .050 • • • • • • • te • • •a • • • 1.184 14 GLAS�STQP (IN:UL.0 Up. *("SS: � • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ►RODUC t HEWSED x �M1'�t •11h iM Flo 4 ds Cad• =c No 6 }4alr D�It g x Ih�•M Cytral _ x ., a z En JAVAD AHMAD 9` cmL 4 n FIA. PE 38 0 .. CA.N. JB �, a [ .. 6 o i 20111 drawing no. W13-01 m. zo ASSEMBLY FASTENERS TO BE INSTALLED PRIOR Tn .iniNiNr MATING JAMBS DOOR FRAME TOP & BOTTOM CORNER LEAF TOP & BOTTOM CORNER HOLE SIDELITE JAMB CORNER TOP & BOTTOM -4 M • •• • • • • ••• • •• ••• •• • • • •• zo ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS SIDEIITE MATING JAMB CORNER TOP & BOTTOM • ••• • • • ••• FLA PE • • • • • • • • CAN. • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 006 0 • 110 1@ fa�V z h N 09 IL �a oG < v a 0 C Q W :k LLzln_ Q Z. 5s '� 25 Q' o c� O L Owe o Ad (n N 2 3 04 •- O . M M O 3 N Zz_j O n 8 p Q J � n c o I m o n n o � � drawing no. W 13-01 MIAMI-DADS MIAMI—DADE COUNTY ODUCT CONTROL SECTION DFPAR'TrYIENT OF REGULATORY AND ECONOMIC REP11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION UP W786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy CGI WINDOWS AND DOORS, INC. 10100 NW 25 Street Miami, FL 33172 SCOPE: This ,NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 matefial fails to perform in the accepted manner, the manufacturer will incur the expense of such ttstiag and tht AHJ may • •.. immediately revoke, modify, or suspend the use of such product or material within their jourisdiV18A' gRER • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade .gC4untY Product'Control • • goes Section that this product or material fails to meet the requirements of the applicable bViWing code.• •' • .... This product is approved as described herein, and has been designed to comply vtitb.0 Florit1a..ntlding ..... Code, including the High Velocity Hurricane Zone. • • • • • • .... • • • DESCRIPTION: Series "Sentinel 15b" Aluminum Sliding Glass Door w/ wo Rreln4cemen#s ...... APPROVAL DOCUMENT: Drawing No. W10--31 Rev L, titled Series "Sentinj 15,0Alum Slidini Glass •• b Al -Karoo Corporation, dated 05/20/1Q and la irra4aed one**'*' Door", sheets 1 through 28 of 28, prepared y q p � +� 01/11/16, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade Eoui4 Projyipt C;ontrol�•••.: Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dad8.:ounty • Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing and the max. allowable panels with in the unit frame area, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall controls for the entire assembly. 3. Max shrtn not to exceed'/z" at Head/jambs & %2" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into cone. 4. Design Pressure (DP) limited to +/- 60 psf when utilizing 90 and 135 degree corners. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 put -poses 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 NOA No. 15-0619.06 MIAMI•DADE COUNTY Expiration DatF_Siptemlie_r22, 2020 Approval Date: April 28, 2016 Page 1 MIAM1•DADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) l 1805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidaae.�ovlecouo� 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. 14-0627.15 and consists of page 1, this page 2 and evidence pages E-1, E-2, and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. ...... .... ...... .... ...... .... .... ..... .. .. .... ...... NOA No. 15-0619.06 C== Expiration Date: September 22, 2020 �1i�Approval Date: April 28, 2016 Page 2 CGI WINDOWS AND DOORS, INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5 Cyclic Wind Pressure Loading per FBC TA' ;Oo-94 0 "• Y g 6) Forced Entry Test, per FBC, TAS 202--94 ...... •,,. •. • •; along with marked -up drawings and installation diagram of 8`M6i, Alum SGD w/ . Pockets & 135' and 90' corners, prepared by Architectural TeS tftg Jnc., TestrReport:"0 No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed 4y foseph • • • • ...... .. . ..... A. Reed P.E. of so• 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per.MC TAS 2,02-94 2) Large Missile Impact Test per FBC, TAS 2;1-14: • 3) Cyclic Wind Pressure Loading per FBC, T$S 203-94 :0 • * * * . along with marked up drawings and installation diagram of a series 7500FW'Viityl • Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, DurasealO and Super Spacer insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh 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 7400PO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont "Butacite" PVB interlayer, Durasealt and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 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 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont "Butacite" PVB interlayer, Jorge M. Plasencia, P. E. P od let Control Unit Supervisor NOA No. 15-0619.06 Expiration Date: September 22, 2020 Approval Date: April 28, 2016 E-1 CGI WINDOWS AND DOORS, INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued Duraseal® and Super Spacer(V insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by Ramesh Patel, P. E., with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel, P.E. 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, TAS ZQ2.9.4 • .... along with marked —up drawings and installation diagram of 6-pauol"lum S"Q•w/ Pockets & OXXX, prepared by Certified Testing Laboratories, TesbReport No.. CTLA-3011-W & -W-1, dated May 22 & 23, 2014 respectively' bbt4 sign�dvrf sealed by Ramesh Patel, P. E. 0000 ' •" (Note: These test reports have been revised by an addendum left meted 0912?1i4, issued by Certified Testing lab.) ...... (Submitted under previous NOA# 14-0627.15) • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-24 . •. • 2) Uniform Static Air Pressure Test, Loading pet 1FBC TA92t1,244 3) Water Resistance Test, per FBC, TAS 202-94 • 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12- 0119.04/11-1031.05) along with marked —up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under Previous NOA #13-1121.081#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC-2010 and with FBC 51" Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300- 09. Jorge M. Plasencia, P. E. roduct Control Unit Supervisor NOA No. 15-0619.06 Expiration Date: September 22, 2020 Approval Date: April 28, 2016 E-2 CGI WINDOWS AND DOORS INC Q E. F. G. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", dated 03/17/16 expiring on 06/2N21. 00 It. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ameripa,1%. for their • • • • • • "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring 11/11/16. STATEMENTS �••• 0000 ;••••; 1. Statement letter of conformance to, complying with FBC 5ch *NdiNon (261-4 , -and of .... no f nancial interest, dated 02/)4/165 signed and sealed by Javatl rd,ht�ad, P• • • • •' • • . Ei 2. Laboratory compliance statement, part of above referenced test'repo'rts. OTHERS • 1. Notice of Acceptance No. 14-0627.15, issued to CGI Window p and Doe", jtT. for: • • • their Series "Sentinel 150" Aluminum. Sliding Glass Door w/ wo Reinforcen'i0nts — L.M.I., approved on 03/05/15 and expiring on 09/22/20. 2. 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. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq 1. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # I I-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010, approved by BCCO. (Submitted under previous NOA# 14-0627.15) E-3 Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0619.06 Expiration Date: September 22, 2020 Approval Date: April 28, 2016 THESE DOORS ARE RATED FOR LARGE & .SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS D00 DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT SEDESIGNED REQUIREMENTS OFTHE20114(5TH EO T ON) TESTED FLOR DA BUILµDINGCITH E ODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). TOTRANSFER26 RLADS WOOD SUCKS 13STRUCTURE, ANCHORS UST BE ANCHORED PROPERLY 0 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME oINTO uCONTACT Tq ATHE WIT OTHERFLORIDA DISSIMILAR MATERIALS A ERIA S SHALL MEET THE .111 • • • • • • • • • • • • 'mumiguio •• • • • • ••• as USE CWS• AS F OWS. • • • • • • 1_6ZEP 1 DETERMINE DESIGN "NO LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP DETERMINE ATABLES � �� It FFORTHGLAS'3TYPEAMd RENiORWGTO�S STEP USNG SIGOJTION Wl"(11tSN�:ATING MORE MIAN�ESGNLOO•ECIFIV•• IN STEP 1 ABOVE. 'Sl'Ep SFNLAg%YjpENTI% THE LOWEST VALUE S'{•STEtQROM:T:P .2 AND: 0 0 0 • • • • •• •• • • • •• •• ••• • • • ••• • 0 LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT PRODUCT REVISED as eomplying with the Florida Building Code 75-0619.06 NOA-No. Expiration Date 09122/2020 sly Mlam a e ro uet ontro ,D, AHM 'VGENBf'••,• : e � jI jI _ S o iif b drowing no. ro►.':c9��' W10-31 I r �6. •3, n TYP o z q a 3 .. • . J 3 TRACK O g 14" HEAD ANCHORS N z MAX. 282 13/16" MAX. _ Z F a o n DOOR FRAME WIDTH �i v MAX. HEEA HEAD ANCHORS A O tY 2, 3 OR 4 PAIRS D/SILL d ANCHORS IN PAIRS 48 1/8' AT HEAD/SILL/JAMBS AT SnLE ENDS SEE SHEET 15 6" MAX O ? u NOM. PANEL WIDTH SEE3CHART ON SHEET 15 HEAO/SILL Q 1 13/16" FALSE MUNDN FOR CAPACITY CORNERS N �'1 OPTIONAL �A� C -�. E �` ---- ---- & I aI;S Z I 1"u Z�_ REINFORCING S� AT INTERLOCKS I OPTIONAL I Q u�7 ui f SEE SHEET 13 Ci �i I Fi _ �..� (, I F FOR CAPACITY I C� �/ I 11 m6 �1. 3 TRACK JAMB ANCHORS 11�2 i/81i 42 1/8" I.L. OP41 2 POINT D.L. OPG. a 1 Ci r SINGLE LOCK SEE SHEET 24 O n i N o jl �, FOR DESCRIPTION / I o X 0 o a aI zK c, I D n II II �1 d 0 I I ,J II II of �em I C POCKET JAMB F-T (SEE SHEET 6, 8, 11 SILL TYPE 82 ANCHORS 48 1 /8" & 12 POCKET PAN 2, 3 OR 4 PAIRS 48 1/6' EL WIDTH & DETAIL M ON JAMB ANCHORS^ W T AT STILE ENDS INTO CONC..� PANEL WIDTH AT 23) z AT3"O.C. $uzO SEE CHART ON SHEET 15 0 . ... ..FOR CAPACITY ... ... ... - `u 3 TRACK ro 6- 14' 3 SILL ANCHORS v�i Z MAX. TYP. ii . - - 0 n •• ••• • • • • • •• e' o B p F • • • • • • • • •L 8' 8" 6' 8„ 8• 8. g" 8" 8" \7111111 8" 8' • • • • • • • • • • VIII,'•, (I) KEEP US1ER •'q, �' (2) NEP CLUSTER (2) WEEP CLUSTER , (2) WEEP CLUSTER (2) TFEP aUSTM EN84 (1) VEEP CLUSTER (2) MEP CLUSTER q`m g n TVPical •1 LEVAiICiI PRODUCT REVISED ., T Y • • • • • • • • as complying with th• Plorida - No 0592 _ • TE4P. U1IF • • • • • • • Building 0o I - c • • • • • • • • NOA-No. 15-0619.013L) �)�; g W drowing no. D.L. OPENING Expiration Date 09/22/2020 8 TE OF D.L.O HEIGHT DOOR FRAME HEIGHT - 9 11/16' �i,S F RIO�;.•''� W10-31 By�� S� .... `` • • 101.Q WIDTH = GNOW. WFi• VjDTH -•6" Miam _Dp product on ro , OIIIAI 11� sheet 2 of 28 •PANE1l_ HEIGRT s DOOR FRAME•HEIGHT•-1 3/16- / �IEI11111 • •• •• • • • •• •• ••• • • • ••• • • �6..� 2 TRACK � HEAD ANCHORS Z 3 14" y Ipp 2J O M? MAX. 190 9/16" MAX. DOOR FRAME WIDTH 2 a a 0 � Q ` ANCHORS IN PAIRS HEAD ANCHORS 2. 3 OR 4 PAIRS 14" MAX. HEAD/SILL W Ci C t �` 1 13/16" FALSE MUNTIN AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 AT 3` O.C. SEE CHART ON SHEET 15 6" Mm. HEAD/SILL CORNERS ' O MIN. OPTIONAL Al Ci FOR CAPACITY _� ZZZVVV C 0. O G _ --- 0.3 _ QQQ REINFORCING 11 AT INTERLOCKS OPTIONAL 1 it 1� SEE SHEET 13 FOR CAPACITY I I -- li it II u a C �E II I Ij jl 2 POINT SINGLE LOCK 42 1/8" D.L. OPG. 42 1/8" O.L. OPG. 1 I r11 SEE SHEET 24 ;y w n= o I� jl FOR DESCRIPTION i (A 1 XX o 6 6 O ,r-I N VD W O 40a Y Gi 5 d' V) C z1 M r> 3 mn li gz x i z z J �Cz1 t OO O 1 "• y 81 �ti g~ i 0 —m m SILL TYPE 02 ANCHORS 48 1/8" POCKET 2 TRACK E 1 z 2, 3 OR 4 PAIRS 48 1/8" PANEL MOTH JAMB ANCHORS 6 JAMB ANCHORS ;n L) AT STILE ENDS PANEL WIDTH Qix —1— SEE CHART ON SHEET 15 FOR CAPACITY ° rc 2 TRACK SILL ANCHORS � �1 w 6" M 14" TYP. MAX. • • • • • • •• • • • • • • • • • • D L OPENING 01.0 HEIGHT - DOOR FRAME HEIGHT - 9 11/16" - o . B1 D1 • •• • • • • • • • • • • • • • • • • • • • • • • • • D.L.O. WIDTH - NOM. PANEL WIDTH - 6` PANEL HEIGHT =DOOR FRAME HEIGHT -i 3/16" 5 l C Y J IIm P01 AH�'�'�. ';j�ENSF''•,. 4 (1) CLLasla (2)1W dada (:1+m mush • (f! una • • • • • N11 rtEP aysrta • • • • • • • • PRODUCT REVISED ��� P,: as compl In with the Florida • • (TESTED UNIT • • • • • • • • • • • • • • • • • • • • • • • • • 00 • • Building Code BOA -No. 15-0819.06 _ No. 0592 _ }yI aS O TYPICAL ELEVATION Expiration Date 09/22/2020 By drowing no. on.: Miami- roduc Control ��� s ••. (p`�� W10-31 REFER TO PAGES 14, 15, 17 h 16 FOR WEft: SIZL! • • �irS�ONAI "I�� sheet 3 of 28 • •• •• • • • :.*a ••0 • • 0 000 0 • I 6" 3" l� U m i . 14" EXTERIOR 3 TRACK Q qI EXTERIOR HEAD ANCHORS \ z MAX. 146 9/16' 97 3/4" 149 5/16" DOOR FRAME WIDTH OOOR FRAME WIDTH n OW p DOOR FRAME WIDTH I 14' MAX. HEAD ANCHORS FALSE MUNTIN HEAD ANCHORS HEAD/SILL — 2 OR 4 PAIRS p LL ANCHORS IN PAIRS 2, 3 OR 4 PAIRS AT CORNER STILE ENDS 6- MAX, OPTIONAL 48 1/8- AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 SEE CHART ON SHEET 15 HEAD Q G 1A NOM. PANEL WIDTH AT 3" O.C. 1 5• FOR CAPACITY SILL 1 13/I6" V p e1 - 90• SEE CHART ON SHEET 15 CORNERS e FOR CAPACITY MIN. d� E - gao� l REINFORCING AT INTERLOCKS z o 1 J6 -h---=l- O OPTIONAL SEE SHEET 13 CAPACITY 01 2 I M; I H H FOR a I I� �I ===lr===il=== 2 POINT DOUBLE LOC S z I 1 2 1 8/� / i I -SEE SHEET 2 FOR 42 1/6" 42 - g OPOI u I OPG. 2 POINT D.LOPG.D.L. DOUBLE LOCKSDE SEE SHEET 24 ,°1r• y� g w FOR DESCRIPTION // O rii .� rn � 1 c, I O-nc •t 3 1 M I O m 1 a li it o gd pu zl u o— M ' L w m g In (p I--- \` l/ SILL TYPE 82 ANCHORS 46 1 8" / F 48 1/8" 48 1/8" 48 1/8- PANEL WIDTH mz ;n POCKET SILL TYPE D2 ANCHORS - 2. 3 OR 4 PAIRS PANEL WIDTH PANEL WIDTH 3 TRACK JAMB ANCHORS PAIRS 2 OR 4 PAS AT CORNER STILE ENDS. AT STILE ENDS AT 3' O.C. PANEL WIDTH JAMB ANCHORS � SEE CHART ON SHEET 15 SEE CIURT FOR CAPACITY ON SHEET 15 q ... � FOR CAPACITY ... -.. ... I. ... 6" 14- 3" _1 EX1ERIOOR 1 • • • • • • • • • • • • EXTERIOR 3 TRACK SILL ANCHORS o n MAX. TYP. • (TESTED UNITS • • • • • • • • •• • •. • • • • • • ••• • • • • • c o Z 0_1 TYPICAL ELEVAT1iON • • • • • • • • C J REVISED `�` �P� AN,y„ PRODUCT the Florida • • • • • • • • as oomplyin with Building Code ••. ,� B • • • • • • • • • • _ NOA-No. 15-0619.06 No. 0592 , d b.• • e • • • • • • Expiration Date 09/22/2020 =Illl �) Z no. B By i- a Pro uct Con rol Mini-31 TA OF s `` • • ••• • • • • • • ••• • 0 00 • • ••• • • • 0 0 //TIIIII1111\ sheaf 4 a12f 5 e 0 c r-DOOR FRAME W. � XXX (SHOWN) OXX xxo XXX (REVERSE) XXXXXX (SHOWN) OXXXXO �_ DOOR FRAME WIDTH___ 0 J H w H H Q, K Iwo hJ EXTERIOR Ll NON -REINF. INTERLOCKS SEE CHART ON SHEET 13 ( I I I I O © EXTERIOR 0 J1 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J1 T., XXXXXX (SHOWN) r— DOOR FRAME WIDTH XXXXXO (SHOWN) OXXXXO APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS THREE (3) TRACKS U EXTERIOR U WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED I>L U 0 CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS 1� M WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 o ARE PRESENT. Z m 3 FOR DOORS USING 90' & 135' CORNER STILES n i LIMIT MAX. DESIGN LOADS TO 1:60.0 PSF 44 a � � U PRODUCT REVISED $ as complying with the Florida a A Building Code W NOA-No. 15-0619.06 Expiration Date 09/22/2020 o �1 By Cf M Miam - e Pl.d.et Control C E gg C �ba 6 4� f i 46 C� t a V � 8 C M N L DTH O O n 3 NM e O Jo n o O O p5 yy11 O D 0 E u� N N _ o 0 • C -a 4v as H N o EXTERIOR O O O �5�511 II rrr ri, 9V CORNER DETAIL '0' ON SHEET 22 NON-REINF. INTERLOCKS ��� All • 1"RNER DFTAIL 'P' � SHEET 229 000 SEE CNART ON SHEET 13 • OPTIONAL IN LIW OF JI• • • • • a F 0 1 s • • • • • • • • • • .70592 NOTE: • • • • • • • • • • 9 . {y r' �II �7 = 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOIES OILY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. STATE OF (y: drawing no. 3. FOR ANCHOR DqV" SFE SH4TS•15•TH�24;3.• � +�'•,!ROA�oP._�6�,�� W10—TJ1 4. DOOR SHALL MEET.EGRCSS RECUIltotITS PS ACPLICAI�.E PER FBC. • 9V CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J O -REINF. INTERLOCKS CHART ON SHEET 13 6000 •• •. • . . •. .• PXXX(SHOWN) XXXP PXXXXXXP (SHOWN) DOOR FRAME WIDTH r-- LI w 1 ly H H K g 1 PXXXXXX(SHOWN) XXXXXXP IDOOR FRAME WIDTH f-- L Y i H J H w 1 lY H H 0. is M N I L_ r r DOOR FRAME WIDTH ANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 O 11 O 11 A, EXTERIOR �J POCKET CAVITY NOT BY CCI NOT PART OF THIS NOA EXTERIOR U )R FRAME WIDTH INTERLOCKS ON SHEET 13 190' CORNER DETAIL`1 0' ON SHEET72 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON-REINF. INTERLOCKS ART ON SHEET 13 I O \b 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH -REINF. INTERLOCKS CHART ON SHEET 13 I�71 co" woo • • • PXXXXXO(SHOWN) O O EXTERIOR O O OXXXXXP APPROVED CONFIGURATION POCKFTFD DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 90' CORNER DETAIL '0' ON SHEET • 0** • 13Y ORNER OFT P' HEET 22 • • • OPj10IN UW J �� S • • ••• • • • • • NOTE: • • • • • • • • • • • 1. CONFIGURATIONS ;AON FOR ILLUSTRA;014• PURPOSES 6NLY. • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ••• • • • • ••• • • 4. DOOR SHALL MEET EGRESS IIEQUIR9MEMTS•AS APPLICABLE RER FBC. • • • ••• • • • • • • • • • • • - THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. ; FOR DOORS USING 90' do 135' CORNER STILES 0 h LIMIT MAX. DESIGN LOADS TO ±60.0 PSF --PRODUCT REVISED as complyinp with the Florida p+ IL tj o Building Code NOA-Mo. 15.0619.06 C!! Expiration Date 09/22/2020 D Q to By is M miam - e Produc ontrol g 2 (�7 0 pd a�Z Szm al I i v m I ------ � U O Q O Lo o Of c N (� s dFNa t` ? 3 N M T M n O � 3 N =Z c nFFFFM C� O r..uri winru O O • •• •• • • • •• •• ••• 0 0 • 000 0 • ig 0 0 1y � • 0 h . •� = o0 N c - Y O o d 11 lily AHMI'��, 70592 a ff JTEi F drOwl no. XO (SHOWN) ox r+ L LI vi—XX J OXO (SHOWN) OXO (REVERSE) OXXO XXXX(SIMIUR) REINF. INTERLOCKS /P %-SEE CHART ON SHEET 13 Kt OH EXTERIOR II Gt MAX. FRAME WIDTH REINF. INTERLOCKS SEE CHART ON SHEET 13 I KI EXTERIOR O Lt N8 X 3/4- SMS U v — 90' CORNER DETAIL '0' ON SHEET 22 13Y CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF A O EXTERIOR J1 H 90' CORNER DETAIL '0' ON SHEET 22 OPT104L IN �AIOF J1 00N SHED • `2 • • • •: • • • • • • • • • • • • • • • • • • • • • • PROVED ONFIGURATIONS NOTE: 000 • • • • • IOh—POCKETED DOORSPOCKETED DOORS (NON -REINFORCED SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 2, FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. —� 3. FOR ANCHOR OE:4RS SEE SHEET 16 **W 243. • TWO (2�TRA S 4. DOOR SHALL MECr EGRESS REQIMWEMENTs ASM,PPLICIBLE PER FOG, • • • • • •• •• • • f •• •• ••• • • • ••• • • AL QUALIFIES DOORS WITH APPROVEDONS SHOWN WITH 90' AND 135' CORNERS CONFIGURATIONS SHOWN ON SHEET 22 T.USING 90' k 135' CORNER STILES L DESIGN LOADS TO ±60.0 PSF Ar WN� cl to V �vi ffi pap z�� QzW0 � m V b G 1 n N N FA O F Y pw a of rd .fl N n C O k= r m N N 0 M n U PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0619.06 Expiration oat 09/22/2020 ey Nllam - a Product ontro `1111u Trrrr �� Q'.• VOENSF o I No.70692 s *jlLrli��----. 9 ATE OF drawing no. W10--31 DOOR FRAME WIDTH -d I I L I w � io s g i M Qt- 1 PX (SHOWN) XP POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA DOOR FRAME WIDTH I� I IU 1 is I O EXTERIOR Q I I I � I I J7 �I I m10 1 I ro al 0 1 M o I M I I PXXP DOOR FRAME WIDTH_ H_� LH ll I I J Gj I I M M I PXXXXP PXXXX (SHOWN) PXXXO XXXXP OXXXP DOOR I w I ILj H �U°o O Ia $ I M 0 1 1 — L7 — PXX (SHOWN) XXP DOOR FRAME WIDTH IY UI IU aj I I 1 I __J O O EXTERIOR Jt M 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL T' ON SHEET 22 OPTIONAL IN LIEU OF J1 O ERLOCKS SEE HEART ON T SHEET 13 O EXTERIOR HO LJ 9o' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 DOOR FRAME WIDTH 6�V NON-REINF. INTERLOCKS 13 z q SEE CHART ON SHEET 0 g �0 I IY °tV�li L-` O EXTERIOR 0 L1 v N co THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS o a WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT, LL 0 2 FOR DOORS USING 90' k 135' CORNER STILES Q b LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NOTE: a 1. CONFIGURATIONS, SHOWN FOR ILLUSTRATION PURPOSES ONLY. Lj C 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13, N 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. o 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC. 0 W cr � O2No N Lo m N _ l1 0 M n a u cz 0 M U r Y nim UI 0. 1 NON-REINF. INTERLOCKS SEE CHART ON SHEq 13 • • • • O EXTERIOR Ja • • • • •O • 000 90' CORNER OETA* '0' *N SHEET U • 1357 CORNER D•TAIL'P'•0N SYEET•22• • • • • • • OPTIONAL IN LIEU OF JIB • • • • • • • • APPRO D GONFIGURATIONG pQLKFTFD DODRS (NON -REINFORCED SHOWN) 000 SEE SHEET 13 FOR Dp AND REINFORCING 0: ION TWO (2) TRACKS • • ••• • • • •• •• • • ••• 0 • • •• •• 0 c; . 2LIU o POCKETS ARE NOT PART OF THIS APPROVAL ' AND TO BE REVIEWED BY AHJ. `11I1111111/11j� A HMw'�•,� � K1 PRODUCT REVISED ��uceNaF"'•,. as complying with the Florida Building Code NOA-No. 15-0619.06 o. 70592 gg Expiration vat•09/22/2020 I/1����• ---- droWing no. Miam �.d..t ' 8 1E OF ij: i l� AIA1-���� W10-31 m XXXX (SHOWN) OXXX XXX0 XXXX (REVERSE) XXXXXXXX (SHOWN) OXXXXXXO FRAME WIDTH �{I NOM. PANEL WIDTH NON-REINF. INTERLOCKS 3 GJ H EXTERIOR 2 EXTERIOR U JI 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 THIS APPROVAL QUALIFIES DOORS WITH APPROVED �y�Ul CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS JJ WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Z m 4t FOR DOORS USING 90' do 135' CORNER STILES g g LIMIT MAX. DESIGN LOADS TO ±60.0 PSF C. Z H 0G� CY 0�ix 1yN uzV1_ m QUA a � In NON-REINF. INTERLOCKS •• ••• • • • • • •• ••• ••� ••: ••• ••• PRODUCT REVISED os complyin with the Florida Building Code NOA-No. 15.0619.06 • ++ • • • • • + • Expiration Date 09/22/2020 • • • • • • • • • • B • • • • • • • • • • • Y NOTE: • + • • • • • • • • MIamP a Product control APPROVED COIJFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATIA'PURPOSES DO. NON—POCISETED DOORS (NON -REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. SEE SHEET 13 FOR Op AND REINFORCING OPTIONS 3. FOR ANCHOR DET911•50Sq SHEF;S 15 JHFW.23. • _ FOUR 4 TACKS 4. DOOR SHALL MEET IGREIS REQ:IREAIJITS 'T APPLICABLE PER FBC. 000 0 0 0 000 0 0 NIe�N94onN N- r9i V I k' Fiat I AA7 I1111/l/ o � pD.AHM ,, b 't.1GE 9F'� 70582 t4' ' ` It T OF drowing nowl .31 NO l(ID Cl) V XXXXXXXX (SHOWN) OXXXXXXO XXXXXXXO (SHOWN) OXXXXXx0 FRAME urcal nCkc THIS APPROVAL QUALIFIES DOORS WITH APPROVED U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �� WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Z FOR DOORS USING 90' do 135' CORNER STILES ` LIMIT MAX. DESIGN LOADS TO 160.0 PSF tW f� 0 gaoo 0 a �" U s - \p — CAILRIVR v DO' CORNER DETAIL '0' ON SHEET 22 in CORNER DETAL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J PRODUCT REVISED as complgin with the Florlda Building Code NOA-No. 15-0619.06 • • • • • • • • • • Expiration Date 09122/2020 NOTE: • • • • • • • • • • MTam -p a Produet ntro Appgovrp CONFIGURA IT ONS 1. CONFIGURATIONS•SNGWN POR ILLUSTRATION YURPOSES•ONLY. • dON—POCKETED DOORS (NON-REINFORCEO SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. SEE SHEET 13 FOR Op AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15THRU 23. FOUR (4) `CRACKS 4. DOOR SHALL MEET MISS:REQUJWNT: A?l PPLtABLE:FR F8C. • • • • • • • • • • • •• •• • • • •• •• 090 • • • 000 • • • • • 000 • • • •C L F*J N SHEET 22 • • • • 15'ON SHEET 22 •. • • • • RO F•J •• ••• •• • • • •• � d m c pow y c 3 N� Q M Q � v U P \TE OFF irowing no. wl( DOOR FRAME WIDTH 1 - L�° I H L2 ILi M H g IY rr7i I U m V i) � H S Ll PXXXX (SHOWN) XXXXP DOOR FRAME WIDTH unu_onuc �urca�ncee I U l"l EXTENIOH v v DOOR FRAME WIDTH r- I L. I tpp�i a� H rxx f 6 p 0 1 I I I I I I� �I IU YI 10 �I la I I I I I I L-- PXXXXXXXXP (SHOWN) O APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING OPTIONS FOUR(4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. I A MOTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 —� ARE PRESENT. FOR DOORS USING 90' do 135' CORNER STILES ro q LIMIT MAX. DESIGN LOADS TO t60.0 PSF f N �OO`o VQ �C04 Q K�O Q �1 ami 2 fd OO EXTERIOR OH 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J •• ••• • • • • • •• •• ••• •• • • • •• PRODUCT REVISED a• eomplyIng with the Florida Building Cods NOA-No. 15.0619.06 Wcplration Date09/22/2020 • ••• • • • ••• By • • • • • • • • Mla a Prot not Control NOTE: • • • • • • • • • • • 1. CONFIGURATIO09P SHOWN FOR ILLUCTRATOON PURPGGES OWY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEE:*EGQESS REQUtEAj�N-11.1.AS tPLICAILE PER FBC. • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• • • 0 L irowing no. W10-31 DOOR FRAME WIDTH I IUo�U H � a o I M C o I Io la 1 L__ PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA DOOR FRAME WIDTH r--L1 I H w I CH la K I LJ O i M o I I PXXXXXXXO (SHOWN) APPROVED CQNFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS POUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AiJ. NON--REINF. INTERLOCKS SEE CHART ON SHEET 13 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �V\ WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 --� ARE PRESENT. FOR DOORS USING 90' k 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF m 0 Pyy 6 Oq 08 O W T� G °'Oo O ObE KZO J E ZZ MO Mr O --1tO r O 1 O 11 O EXTERIOR 0 DO' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J r-- I I 1 ta IY 1� la I I I I I 1 I O O INTERLOCKS ON SHEET 13 • • • i'i • • • vj O O EXTLnivn �. • • • • • • 9; CQR�2 DETAIL '0' ON SHEET 22 • • • • • • • • 1 fr!z DETAIL 'P' ON SHEET 22 • • • • • • • - • f TIOK4 IN LIEU OF J • • • • • • • • • PRODUCT REVISED • • • • • • • • • • • • as com 1 in with the Florida euilding Code NOA-No. 15-0619.06 • • • • • • • • • • Expiration Date 09/22/2020 NOTE: • • • • • • • • • • • Mlaml- a e Product ontrol 1. CONFIGURAT"I SHOWN FOR ILLQSZRION PURP19SES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EC:ESS FtO4RE�E4: %S :PPLIC43LE PER FBC. • •• •• • • • ;a-*; ••• 0 • 0 000 • • 70592 /jy�i� NE OF crowing no. W10-31 V GLASS CAPACITY CHARTS _-J I DESIGN, LOAD CAPACITY - PSF (GLASS) NOY. PANEL WID0IFRWE w f DOOR NEICHI tONEs- Es GLASS 'A' & TYPES 'Al' GLASS,TYPRS- 'B. & 'B1' -- NOM. PANEL WIDTH NOM. PANEL WIDTH - ----- NOM. PANEL WIDTH _ _- NOM. PANEL YADTH hVYBEB Of PANELS utm O INTERLOCKS W/0 REINF. �1 INTERLOCKS WITH REINF: EXT.(+) INT.(-) EXr.(+) INT.(-) 24-1/8 30-1/5 36-1/8 42-1/8 48-1/8 64-1/8 B0 10 60.0 00.0 80.0 80.0 10 60.0 60.0 80.0 60.0 10 60.0 60.0 80.0 80.0_ 10 60.0 60.0 BOO 80.0 t0 60.0 60.0 80.0 80.0 9 53.3 53.3 71.1 71.1 24-1/8 30-1/8� 35-1/8 42-1/8 48-1/8 54-1/8 - 8± 'F �� 10 60.0 60.0 80.0 80.0 10 60.0 ..0 80.0 _80.o_ 10 1 60.0 60.0 80.0 80.01 10- 60.0 60.0 -80.0 80.0 10 60.0 60.0 60.0 50.0 9 53.3 53.3 71.1 71.1 24-1/0 30-1/e 36-1/8 42--I/e 48-1/8 90 10 60.0 60.0 Bolo 90.0 10 60.0 60.0 Bolo Bolo 10 60.0 60.0 00.0 60.0 10 60.0 60-0 80.0 80.0 9 60.0 60.0 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/B • 96 10 60.0 60.0 80.0 80.0--- 10 65.0 60.0 BOA 80.0 10 60.0 80.0 60.0 00.0 10 60.0 60.0 00.0 80.0 ! 9 60.0 1 60.0 1 80.0 �. GIASS It4reRLocics ' AITH 80.0. TYPES ' REINF: 30-1/8 10 - - 60.0 60.0 APPLICABLE FOG EGRESS 36-1/8 10 - - 60.0 60.0 REQUIREMENTS TO BE 10� REVIEWEO BY AHJ. 42-1/8 10 - - 60-0 60.0 48-1/8 �- 10 - - 00.0 60.0 54-1/0 9 - - 54.4 54.4 .24-1/e ID - - - 60.0 -60.0- 30-1/8 10 - - 60.0 60.0 36-1/8 108 to - - 60.0 00-0 42-1/9 10 - 60.0 60.0 48-1/5 10 - 60.0 60.0 63-1/e 9 - - 54.4 54.4 24-1/a 10 - - 60.0 60.0 JO-i/8 10 - - 60.0 60.0 36-1/8 114 r2�.- - - 60.0 60.0 42-1/8 - - 60.0 60.0 /8 - - 60.0 60.0 • • • • • • • • • • • • 1,14-1/6 10 -- - 60.0 60.0 • • • • • • • • • 30-1/8 10 - - 60.0 60.0 E8 • • E8.1 • • • • • • • • • • • 36-1/8 120 10 - - 60.0 60.0 • • • • • • 42-1/8� �-- f0 - - 60.0 60.0 • • • • • • • • • • 48-1/8 9 - - 60.0 60.0 1[III1I�'1''II � � 1 •� N • • • • • • • • • • • • • • • 1 SILL'RISER "ITEMS E8'OR E8.1 ARE"REQUIRED FOR LOADS A80VE +60.0 PSF ONLY. • • • .• • • • • • • INTERLOCKS INTERLOCKS - --=y--•- • • • • N7n RRINF. WITH REINF. 0 �P 01 tQ go,a�- �N 0�mm� V � 0T �•f ggoog 00r�Ja D LL IL2N .!I ffl 4602 r NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 ``71111111 tllfA7 i� •o PRODUCT REVISED ENSF J as complyln with the Florida ��• Building Code 9.70392• NDA-No. 15-01378.06 = tr Expiration Date09/22/2020 ATE4 dro" no. Y Miami- • Product Control ��r �10R1Gt•,. d W10-31 • •• •• • • • •• •• ••• • • • ••• • • 1 a n 6" ANN. GLASS .075' Interlayer Saflex CP With PET Core By 'Eastman Chemical CO.' OR 090' Inlerlayor Soflex Clear And Color Class By 'Eastman Chemical CO.' OR 090' Interlayer 3/8" AIR SPACE SenlryGlas By Kuraray America, Inc.' OR .090' Interloyer 3/16" TEMP, GLASS Butlite PVB By Kura! oy Americo, Inc.' 3/16- HEAT STREN'D CUSS SILICONE a GE SCS 1200 z CORNING 899 1DOW DOW CORNING 995 z f 13; n i SETTING BLOCKS Q's O AT 1/4 POINTS ON UTES 0 W16 WIDER THAN 36" W EPOM \ DUROMETER B5t5 E! GLASS TYPE 'A' ?WS 7/16" OVERALL LAM. GLASS _— 3/1G" HEAT STREN'D GLASS 075" Interloyer Soflex CP With PET Core By 'Eastman Chemical CO.' OR 090' Interlayer Saflex Cleor And Color Gloss By 'Eastman Chemical Co.' OR .090" Interloyer SenlryGla. Kuraray Americo. Inc.' OR .090' Interloyer Butocite PVB By 'Kuroroy America. Inc.' 3/16- HEAT STREN'0 GLASS SILICONE GE SCS 1200 DOW CORNING 899 2E al DOW CORNING 995 — AT EP yO DI W 1 GLASS TYPE 'B' 7/I6" OVERALL LAM. GLASS BLOCKS POINTS ON UTES THAN 36" ETER 8515 6' ANN. GLASS 075' Interloyer Soffex CP With PET Core By 'Eastman Chemical Co: OR 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interloyer SentryGlas By Kuraray America, Inc.' OR .090" Interloyer Bulacite PVB By 'Kuraray America, Inc.' 3/16" HEAT STREWO GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER S7. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR �I SUPER SPACER BY 'QUANEX' SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 8515 GLASS TYPE TYPE 'Al' 1' OVERALL INSUL. LAM. CUSS 1 3/16"HEAT TREN'D GLASSr .075' Interloyer � ` Soflex CP With PET Core By 'Eastman Chemical Co.' OR 1 .090" Interlayer L —� I Saflex Clear And Color Gloss By 'Eastman Chemical Co.' OR r .090' Inlerlayer ' 3/8' AIR SPACE-1- , SentryGlos /16" TEMP. GLAS! GLAZING OPTIONS! By Kuroroy Amerlca,•Inc: I OR' R .090' Inlerlayor — Butacile PVB ,. By 'Kuroroy Americo, Inc.' 1 3/16" HEAT STREN'D CUSS SILICONE f j GE SCS 1200 �i co tI tiGOCo 1 • • • • •• 3 Mt ••• ••• ••ST. SICtjAj ii • • • • OURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 1 • • • �S1!ITINC COCKS • • • .• • ••• • • T 1/4 FiLg 6 ALL SIZES • • • \ • EPOM• • • • • • • :NROMETER IL56• • • • • • GLASS TYPE 'BI'� IOVERALL INSUL. LAM. GLASS . : • • . • • • . . .. .. . . • •. ••. . • . ..• . • .. • PRODUCT REVISED as complyinp with the Florida Building Code NOA-No. 15.0619.06 Expiration Date 0912212020 By Miami-paus Product Control 4.V , M 0~ F W O X, oG 0&00 8 ILL z 4baf `1LL1111 If rrr Lim! o.70692 tr ` eTAI/II�Ij drawing no. W10-31 TYPICAL ANCHORS 3 XSI IN CLUSTERS 20Y W000 BUCKS. CONCRETE AT MTC. STILE SEE. NOTE SHEET 1 & INTERLOCK.ENOS 'a T' EDGE .SEA CHART, 5T. ', FORt QUAINT vo".: 1' 1 ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD STRUCTURES DESIGN LOAD CAPACITY - PSF (ANCHORS)-_ Nou PANEL MOM tvcNES C6ov 1. RWE HEIGHT -Es HEAD 'ANCHORS_', (TYPE A.0 k C) SILL ANCHORS I (TYPE 112) 1 -1 CLUSTER At l S1LEANIMOCK ENOS } CLUSTER M SIBE/INTEROCK ENOS 4 EKT.C+) IM. - 0+ EXT,(+) INT.- e EXT.(+) INT. - 4 EXT.(+) INT. - 6 EXT.(+) INT. - e [XT.(+) INT. - 24-1/0 30-•1/8 36-1/a 42-1/8 48-1/8 34-1/8 62 80.0 - - 80.0 - - 00.. - 60.0 - 80.0 -- - 76*2 60.0 - 72.4 60.0 T 88.7 80.0 - 66.8 80.0 63.4 80.0 - 62.9 80.0 $9.3 80.0 00.0 24-1/8 30-1/8 36-I/ems 42-1/8` 48-1/8 54-t/8 .�. 04 � 80.0 - - 90.0 - - 80'0, - - 80.0 - - 76.5- 67.8- 80.0 80.0 - - . 71.6 64.3 80.0 80.0 - _J 02.3 a0.o - 50.1 50.0 80.00 $8.4 "80.0 80.0 55.3 80.0 60.o 24-1/8 li 30-1/0 36-1/6 42-1/8 48-1/e 90 00.0 - - 80.0 - - 79.7 60,0 75.6 80.0 - 69.2 60.0 - 63.6_ 60,0 - 61.2 800 _ - 58-7 80.0 20.0 56 7 80.0 80.0 53.7 80.0 .80.0 24-1/8 -30-1/8 30^1/e 42- 1/8 48-1/8 .96 80_0 - - 80.0 - - 73.8 SO.. 69.9 80.0 - 63.9 SO.. - 50.6 80.0 - 57.0 SO.. 60.0 sco 60.0 86,6 51.9 77.9 50.0 49.3 73.9 80.0 24=1/e 30-1/8 30-.1/B 42-1/B 48-1/6 54-1/8 102 60.0 - - 60.0 - - 50.0 - - 80.0 - - 59:3 eo.0 '80.0 38.2 60.0 60.0 52.7 '0.0 80,0 50.0 60.P 60.0 47.9 60.0 60.0 43.5 00,0 0010 44.3 00.0 60.0 m 42.0 GD.0 60,0 24-1/8 30-f/6, 39-1/8 42-1/8 48-I/6 I08 .60.0 - - 80.0 = - e0.O - - 60,0 - - 115,3 SOLO 60.0 .52.5 60.0 60.0 49.1 60.a 60.0 40.0 00.0 60:0 44.8 60.0 60.9 4212 60.o "60.6 24-1/8 30=1/6 38-1/6 42-1/8 46-1 /8 114. 60,0 - 60.0 - - 60.0 - - 87.2 60.0 60.0 51.9 60.0 Oo.O 49.2 50.0 00.0 -16,9 60.0 60.0 43.6 66.0 60.0 41.5 60.1 60.0 39.4 59.1 60.0 24--1/e 30-1/8 36-1/8 42-1/8� 48-1/6 120� 60.0 - - 60.0 - - 56.9 60.0 60.0 54:0 00.0 . 60.0 48.8 60.0 60.0 46.3 80.0 60.0 43.1 1 80.O_ 60.0 40.9 .60.0 60.0 38.9 56.4 ,6a.0 36.9 • 63.41 60.0 TYPICAL.ANCHORS TYPICAL ANCj1ORS TYPICAL ANCHORS IN CLUSTERS IN CLUSTERS AT MTC. STILE AT MTQ, STILE IN CLUSTERS & INTERLQCK ENDS IEIY WOOD BUCKS do INTERLOCK ENOS AT MTC, STILE 3 Kil SEE CHART k INTERLOCKC ART FOR QQANT1HES SEE NOTE SHEET 1 SEE CHART FOR OUANTRIES CONCRETE FOR QUANTITIES SEE CHART • a. I 4 ; "3 KSI EDGE' MY. .'3.5/8' I CONCRETE EOCE 3 5/8" (_' 'l GIST. 0-4 " U M J ANCHOR TYPE A N CO = 0 ANCHOR TYPE 8 DIRECTLY INTO 3 KSI CONCRETE v=i ANCHOR TYPE C INTO METAL STRUCTURES a a 4 THRU 16Y WOOD BUCKS 0 OR APPROVED MULLIONS " INTO 3_KSI CONCRETE X x �g 3 F LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES 'LIMIT EXT.(+) LOADS TO 80.Q PSF FOR DOORS W/ REINF. UP.TO 96 IN. HT. LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ RUNF. ABOVE 96 W. HT. WOOD BUCKS AND METAL STRUCTURES NOT BY CGl WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH Z. TRACK AND 3 TRACK SYSTEMS WITH ; TRANSFER THEM TO THE BUILDING STRUCTURE. STO, FRAME HEAD AND SILL. (TYPICAL• ANCNQ,l3.SEE ELEV. FOR $PACING =AT 11tAD= - - - ---AT IAMBS-- - --- - TYPE A- 1/4" X =j/4" ULTRACON BY 'ELCO' (Fu"177 K54 Ff'=155 KSI) �•iYPE `A'- 1/4" A ULTRACONBY LC D' (Fa�177KSL Fy=t55 KSq THRU IBY -BUCKS INTO CONCRETE - II INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN. EMBED INTO CONCRETE I-1/2" MIN. PENETRA71ON �MTQ THRU 2BY BUCKS INTO CONCRETE I THRU 1BY BUCKS INTO CONC, OR MASONRY 1/2' MIN. EMBED INTO CONCRETE 1-1/4' MIN. EMBED INTO CONC. OR MASONRY. 1H TYPE `B'- „1,/4" X S�J4" ULTRACON BY 'ELGO' (Fue17.Y� KSI, Fy.iSs KSO � I TYPE 'B'- ,17.• pL .f TRACON BY 'ELCO' (F�-177 KSI, Fy-155 KSI) , DIRECTLY INTO CONCRLZE, DIRECTLY INTO CONC,OR MASONRY 2" MIN. EMBED II 1-1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 1/4" DIAL . SELF -DRILLING SCREWS (GRADE 5 CRS) t TYPE 'C'- .1/4" DLA SELF DRILLING SCREWS (GRADE 5 CAS) ' INTO MIAMI-OADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) !� INTO MfAMI-OADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL SYRUCTURES INTO METAL STRUCTURES STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) STEEL : 1/8" THK. MIN. (Fy - 35 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) I� ALUMINUM ; 1/8" THK: MIN.. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED. OR PAINTED.) J L- - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) I r_ _ - - AT SILL ti - - - - II ANCHOR 9 DI�TA.N °� f I .TYPE 82,- 1/4" D0. ULTRAGON BY 'ELCO' (F-177 KSI, Fy-155 K51) INTO CONCRETE OR MASONRY - 2-1/2 MIN. .3 DIRECTLY INTO CONCRETE INTO WOOMETA STRUCTURE 3 MIN. INTO METAL STRUCTURE n 3/4" MIN, ' 1-3/4' MIN. EMBED INTO CONCRETE � .WOOD AT HEAD ORJAMBS SC v 0,65 MIN. -� - - - - CONCRETE AT HEAD. SILL OR JAMBS )'c . 3000 PSI MIN. NOTE: f C-90 HOLLOW/FlLL90 BLOCK AT JAMBS I'M 2000 PSI MIN. ANCHOR CAPACITIES LISTED ON THIS SILL RISERS SHEET TO BE USED IN. CONJUNCTION SEE SHEETS 14, 15, 17 k 18 FOR OPTIONAL SILL DETAILS WITH GL455 CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITY LOWER APPLICABLE VALUES CONTROL.. _ -�- 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B ,ANCHOR TYPE B. T0.2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE yg� DIRECTLY INTO 3 KSI CONCRETE PLEASE SEE FOLLOWING SHEETS FOR OET%1" • • • • • • • Y q •• .... - :. . e PRODUCT REVISED - ... r,:,:,-,,...:..........'... i..::::. a :I 4.. 3'g/g •. } AFL as complying with the Florida 4 . .• • `` ,P�':�,(CENB Building Code N 70 • v'. . •-.. 3 •5/g• '. i• • • - 4' NOA-No. 16-0619.0E - • •.. • f •- t o.70592 ' • ' • •. • • • • • TiIPICAL ANCHORS try\, \v * Expiration Dale 09122/2020 • • PO EO0 Vb1RCIENEs • • IN CLUSTERS Imo[ K • • i10- LI /NON-Si1RINRI�GC • • • • AT MTC. 6TI.LE' �"0 ., llliii^^^ By HIGH STRENG GROODUTT INTERLOCK ENDS 1 Miam - de Product Control f c 5QDO PSI MIN. $TA'I SEE CF1ARTt E.OF • NOT BY C.G.I. FOR OUANRTIESI MUST: TRANSFER SHEAR \ �A4 • • • SLOA0S Tp SMIU%VR; • • • • r7 1 I I I1 1 VPTO 120 IN. "CH. • • • • C ryipPp 0y V.a�o 16 z yuDLL9 yl m Ei c 0 w p w 'k R tN 0 M M r N 5 0 � M b1 r b � H-t -I drawing no. W10-31 • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. 3 5/8, 11 i ll ... . . J TH 3 . ..A j. K D.: : 000 0 0 0 ... . . PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0619.06 Expiration Date 09/2212020 By miaml- a Product Control WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS) INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS ;t�j m F 1-0 s gN� 8�tia &oa g z� a R Q bmi S NNN V i, C M N L � z 0r DECORATIVE SILL COVER N 'C OPTIONAL = O o 0L0n N e n 0 - Cd Op 3 N z z� L)U SILL RISER READ. FOR LOADS ABOVE +60 P51' o �- I 1 drawing no. W 10--31 'TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2• MAX. LOAD BEARING {{{..S���HIM Z U 0 O e TYPICAL FOR 1X6 OR LARGER WOOD BUCKS /��'l 1 ^ 1 WOOD STRUCTURE Yuj O I REINF. AS REOD. SEE CHART ON SHEET 13 FOR CAPACITY m, 0 D.L. EXTERIOR E INTERLOCK INTERLOCK (REINFORCED) DOOR FRAME WIDTH (REINFORCED) #10 X 1-1/4- SS PH SMS 1 PER CLIP © 3 PER PANEL O AT 18" FROM EACH END M2 1/2` MAX. AND AT MIOSPAN LOAD BEARING #8 X 3/4' SS FH SMS SHIM M2 1 PER CLIP r —_ K z n �� c� .. TYPICAL ANCHORS SEE ELEV. II FOR SPACING 1� EXTERIOR DOOR FRAME WIDTH I • • • • • w • • • • ••• • • • • • • • • • • • • • • • • • •• • • • • • •• • • • T114A (8) *i;AOK DOOR . . . . . . . . . . H 1/4' MAX. LOAD BEARING SHIM ' FIXEO PANEL EXT. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0619.06 Expiration Da 09/22/2020 By Miam - roduct Con rol FM Z M p J 0 k g z a �u CL o 0 Q C 0iu'j — 0 c .i Oa�a8 QIL z�� _ 3 222555 C N �' N i 001 w—> 0 lLLJ roU C D � Nn m C4 Ih O n C 3 Z� O METALi V n og, o g STRUCTURE r� TYPICAL ANCHORS SEE ELEV. FOR SPACING u � g III fill o L i Af !M''b,�� d ' CENS 692 ` OF drowi�ng no. W 10-31 SEE SHEET 15 FOR SEE SHEET 15 FOR ANCHORS qz EOCA.IST 3/4. m N 'e; 1 a KSI CONC. cl, a O a W POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON -MET kLLIC 1'c = 5000 PSI MIN. HOT BY CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE D1 C H13 • 3 KSI CONC. SHEET 15 FOR ANCHORS 0 (1 SILL ISER EB REOD FOR LOADS ABOV +60 PSF FwEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS OPTIONAL SLANT SILL -ADAPTORS DECORATME 24 SILL COVER OPTIONAL a Ai V it 6 11 -41 J nSILL RISER E8.1 OPTIONAL FOR LOADS BOVE +60 PSF I I �� TI II 1 II It N P II • J • i • • ••- g •' •. .y • t. • • • z .. I �.••••t. 3 KSI CONC. EOCE DISr, 1.3/4` SEE SHEET 15 FOR ANCHORS • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED111111111 as com 1yln with the Florida \�� �•• ••.a1� Building Code VG N8F''•,• NOA-No. 15-0619.06 } Expiration Date 0912212020 `�1 i 70582 *= u By` �y'y'. c- Mlam - Pro uct Contro STA OF ut,�� drawing no. NAL tF��� Sheet 8 of 2f TYPICAL ANCHORS TYPICAL F01 SEE NOIL SHLLI 1 1 /2' MAX. SEE NOTE SHEET 1 L1 U o 010 X 1-1/4- SS PH SMS LOAD48EARIt, a0 1 PER CLIP SHIM 1/2" MAX. TYPICAL ANCHORS )AO BEARING SEE ELEV. IIiB X J/4" SS FH SMS SHIM 'FOR SPACING 1 PER CUP II • • • • • • • • r • • • • EXTERIOR • • 000 �' • s • • • o00R FRAME WIDTH DOOR FRAME WIDTH FIXED PANEL • • • • • • • • • • PRODUCT REVISED • • • • • • • • • • • • • • • • • • as comp)yInode w{(h the Florida • • • • • • • • • • • Building C • • • • • • • • • • Non -No. 15.0619.06 Expiration Date 09/22/2020 By • • : S + 0 —0'0 • —1 Miaml;yarcle prociuct Control • • T*-:1j T*CI-DOR•R DETAILS • •• •• • • • •• •• ••• • 0 0 000 9 • TYPICAL ANCHORS SEE ELEV. FOR SPACING I 1 �.'' Z q fi1� a�W 2� ao it o �N 00 I�j PHj O IL g 0 O tr Lc ZNd I H Qb�2L 11 ITrr Ali 4 7os92 y B OF drawing no. SHEET 15 FOR ANCHORS POURED h HARDENED HICH STRENGTH GROUT NON -SHRINK. NON-METALLIC f•c - 5000 PSI MIN. - NOT BY CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE O SHEET 15 FOR ANCHORS REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. PRODUCT REVISED as comp)yIn with the Florida Building Code Z i NOA-No. 15.0619.06 hq E expiration Date 09/22/2020 R Do - pZi By Miami- Product Con rot i�i7 µI V'��J WEEP SIZE 1/4" X 1/8" O �� 0 Ora- _ LL� Q 13aii � ; UIt (42 TRACK ll00R DETAILS � N v � U e � C n n O1 0 M OPTIONAL SLANT SILLADAPTORS U DECORATIVE 21 SILL COVER O FE 3 N M T OPTIONAL 0 M m -03i "S � F C N Z�l � 3o_n L) li N II JI 5 c-_ � (�- IINIIIIII SILL RISER E6.1 REOO. FOR LOADS ABOVE +60 PSF SILL RISER REQD. FOR LOADS Ill ABOVE +60 PSF r5 II 1 j I{ II II II II I tlll,l o AHq�''�i,� R EkBF ' n o n 70592 Z drawingo no. W10-31 NPICAL MlCHORS 114' MAX. ORS JI10 X 1-1/4" SS SPEP SMS CLIP 3 PER PANEL AT 18' FROM EACH END M2 AND AT MIDSPAN 1/4" MAX. �'8 X 3/4' SS FH SMS LOAD BEARING SHIM METAL 1 PER CLIP STRUCTURE AL ANCHORS II TYPICAL ANCHORS ELEV. -- SPACING rSEE ELEV FOR SPACING �v II M Q 7M Q51 "'I d� cy �c< a43NO Q JJ H � LL LLz�— aE 210 J � U u' 0 Ld s � NNE � 0O M cj -0 3 N Zt O; � f3 �pOgv EXTERIOR 11 III IITl AH o • • • • • uce sF •,. S • • • • f DOOR FRAME WIOTH � = a • 70692 tl0 drawing no. TA ion.:; W 10 — 31 • • • • • • . .. .. . . . .. .. ... . . . ... . . AT 6" FROM ENDS do 12" O.C. #1c 0 16 1/2- i Ir.iY_ ze nFWG FH THREAD AT 6. FROM •• ••• • • • • • •• DETAILS APPLICABLE FOR OUTSIDE CORNERS OYISf e • • • • •• ••• •• • • • •• AH PRODUCT REVISED J,. •• • • • • • • • • • • as com Lying with the Florida VC 8F''•, • • • • • • • • Building Code • • • • • • • • • • NOA-No. 1$•0B18.06 .70592 • • • • • • • • • Expiration D to 09/22/2020 • •s• . . . . By — aT F pale Product dont rol.,f(•RIO�!'� . .. .. . 0 . .. .. m4"U z1 Ra �G p Ito Q �N� VV o CY O �O/ILoo NO ow Q�TmSk' (rowing no. W10-31 TYPICAL PAD [LE INSTALATION LOCATION TYPICAL AT PANEL 4 CORNERS �.wrmrm _P,Al L•L, p�C (F,TED JA B TYPICAL ANCHORS O TYPE A. B OR C AT 6" FROM ENDS AND 9. O.C. INTO WOOD/CONC./METAL 6. O.C. INTO BLOCK ONLY 1-1/8" MIN. 1-1/2" MIN. WOOD EMBED _ SEALANT EDGE GIST. 1-1/4- MIN. BLOCK EMBED 1-3/4" MIN. CONC. EMBED N. METAL F:;•;aV �� �����I��/ BLOCKKNA CONC. EXTERIOR EXTERIOR . . . . ..... .. . . . ........ . . .. . . • . • • • • . .. .. . . . .. .. ••• • • • ••• • 0 POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE RENEWED BY AHJ PRODUCT REVISED as complyinp with the Florida Building Code NOA-No. 15.0619.06 Expiration Date 09/22/2020 ey Miam - e ro uct Conlro �1 111 I r1T/ o 0592 1YI�c��*' 43 d�ow tiT —31 CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS EI CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER E2 CGI-t51 FRAME JAMB 2 TRACK 6083-T6 Cot EXTRUOER - E3 CGI-186 FRAME HEAD 2 TRACK 6063-T6 CGI EXTRUDER - E4 CGI-153 EXTERIOR INTERLOCK 80B3-TS CGI EXTRUDER - E5 CGI-154 INTERIOR INTERLOCK 6083-T6 _ CGI EXTRUDER - E6 CCI-155 MAIN STILE 6063-TG CGI EXTRUDER E7 CCI-I56 TOP & BOTTOM HORIZ 6063-T6 CGI EXTRUDER y - EB CCI-157 SILL RISER 6063-T6 CGI EXTRUDER - E8.1 CGI-181 ALT. SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - E9 CCI-158 INTERKIR TRACK ASTRAGAL 8063-TO CGI EXTRUDER - EIO Cq-159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8' 6063-T6 CGI EXTRUDER ' Etl CCI-182 FRAME SILL 3 TRACK 6063-T5 CGI EXTRUDER - E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CCI EXTRUDER E13 CGI -185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - E14 CGI-186 OUTER TRACK ASTRAGAL 6063-TB CGI EXTRUDER E15 CGI-•170 POCKET HOOK 6063-T6 CGI EXTRUDER - E16 CGI-121 7/16' GLASS GLAZING BEAD 6083-T5 CGI EXTRUDER - E17 CGI-123 1" GLASS GLAZING BEAD 6063-75 COI EXTRUDER - E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-TS CGI EXTRUDER - E20 CCI-155A MAIN STILE (OPTIONAL) 8063-T6 CGI EXTRUDER - E21� CGI-156A TOP & BOTTOM HORIZ (OPTIONAL] 6063-T6 CCI EXTRUDER - E22 CGI-156A - ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E23 CGI-168A OUTER -TRACK ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E24 CGI-180 DECORATIVE SILL COVER (OPTIONAL) 6063-T6 CGI EXTRUDER - E25 CGI-184 2, 3 & 4 TRACK FRAME SILL SCREW COVER 6063-T6 COI EXTRUDER - CGI-187 2, 3 & 4 TRACK FRAME HEAD SCREW COVER 6053-TS CGI EXTRUDER - CGI-188 FRAME JAMB SCREW COVER (OPTIONAL) 6063-TS CGI EXTRUDER CGI-1028 FRAME HEAD 4 TRACK 6063-TB CCI EX(RUOER F._ CGI-1029 FRAME SILL 4 TRACK 6063-T6CGI EXTRUDER30 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER CGI-1057 FEMALE CORNER ADAPTOR (90') 6063-T6 CGI EXTRUDER - E32 CGI-1055 FEMALE CORNER ADAPTOR (135') 6063-T6 CGI EXTRUDER E33 CGI-1059 MALE CORNER ADAPTOR 6053-16 CGI EXTRUDER - M1 CCI-382V GLAZING BULB VINYL (OUROMETER 75-80 SHORE A) PVC - - M2 CGI-171C FIXED PANEL CUP (2-1/2" LONG) 6063-T5 - 3 ®FI%EO PANEL M3 CGI-173 FXED PANEL SHIM NYLON - 2 PER FIXED PANEL MID CCI-176 FRAME HEAD AMiUFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. M11 W2320ING PILE WITH CENTER FIN WOOL ULTRAFAS OR EOUN. - M12 - BOTTOM RAIL STIFFENER, 1' LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL M13 TA-51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL U13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 M14A PSOI-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A M15 M15A SGD-507 SCO-507H KEEPER KEEPER ZINC ZINC SULLNAN OCKS INST. W/•yijl�Ci/a" lil • INST. 2 j10X3 " (� MI6 SGD-503 RECESSED ADAPTOR ZINCIVAN INST. W/•2 010 O U" RM M16A PSOI-0036-117 RECESSED ADAPTOR 21NC OCKS INST. wV•2 /1ryly f" • M17 SGD-55DO HANDLE SET ZINC 41ERLOCKS - M18 SM2300WH HANDLE SET OPTIONAL ZINCIVAN PRUF SEALANT SILICONEE EAMESSURY - • • PANEL TOP & BOTTOM DUST PILE WOOL/PVC SULLIVANOR EQUIV. 4 PER•PANEL• • HEAD AND SILL SMALL PILE PAD WOOL OR EQUIV. 1 PFQ INTEVCK/VT L • JE SILL INTERLOCK PILE PAO WOOL OR EOUN. •�• 42 ,350' REACH POCKET SEAL SURY ilo X 1 1/4' LG, PHL. PH. $MS. ST/ST. ASSEMBLY SCREW -- 2 OR 3 PER CORNER SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40" FROM BOTTOM SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) ZINC KEEPER (PART #SGO-507) (PART #SGD-507N) DOUBLE LOCKS: REOD, AT 90' AND 135' CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) SECURED WITH (2) 10-24 X 1/2" FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED CONNECTING BAR (PART #HD-3310142) ZINC HANDLE SET SECURED WITH (2) 6-32 X 1-1/2" OH MS STEEL KEEPER (PART AHD-3310143) SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS • • ••• • • • • • • • • • • • PRODUCT REVISED • • • • • as complying with the Florida • • • • • "dingCods • • • • • • NOT-No. 15-0818.06 • • • • • • • Expiration Date 09/22/2020 By Mlam1- 7a1,d Product Control ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 606 0 9 HN8F'•I I T o :- i, .•, � n irowing no. W10-31 1.340 1.340 4.735 5.921 "i-IF�.120 070 070 n �- � �- I � �.675 II 1 .6 � .995 056 9 5 .99547 .050 975 Z q .860 .647 -1 0F1 .847 -' q 0 I f Imo_ 0 �__'1115 ��-i 3.255 4.250 1.184 h- 1.184 f�- 3.255 I�Y�jI 4.250 6 o g o E3 .070 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) GLAZING BEAD GLAZING BEAD III aaa eee III yyl1 �• GAS INSUL. LAM. CLASS O C .995 .995 � �1 IOII h xT .i .075- .075 L508 1.186 j� ®2 .070 2.600 2.600 E7 TOP/BOTTOM HORIZ _� I TOP/BOTTOM HORIZ (OPTIONAL) O .070 0 ry�1 01 ,640 .75� 3.000 .995 •725 ,0654 .1.5�F•O60 1.831 3.000o� Z Z .070 Z N s 1 p-4.733 f�-.125 5.921� "--� .156 � � � W � 2 M2 FIX. PANEL CUP 1.490 1.4ts 1.490 1.415 3.000 EI FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) .120-�{ N I v 3.750 2.005 2.005 U 3.7so EXTERIOR INTERLOCK (OPTIONAL) 2.755 1.366 .� .155 125 E6 MAIN STILE .695 3.750 MAIN STILE (OPTIONAL) i 1- O W 2.755 C 3.000 .265 .125 3.000---�j a 0 W .070 ,995 1.610 1.870 .095 .095 c 3.510 3.572 E8 O ~ r �1-1 SILLRISER (OPTIONAL) 1 6t0 1.870 1 415 3N1.870 1.770 5 1.770 .060 O rn 1.600 .070 .061 3.572 -0 3 j m 3.188�,y O Z� 2.005 .070 .070 2.005 O Q " 2,005 1.255 J 1.625 U 2.005 E5 INTERIOR INTERLOCK 5B_�____ INTERIOR INTERLOCK (OPTIONAL) 1 1.255 Et4 E9 INTERIOR TRACK ASTRAGAL STILE 2.120 2.005 572 OUTER TRACK ASTRAGAL STILE 1.186 995 r INTERIOR TRACK ASTRAGAL POCKET HOOK (OPTIONAL) 741 .060 1.831 .625 `o_ r 1.501 2.591 3.341 /56 3.750 1.920 .062 z u 2.670 3.000 • • • • • 'i55 • • • • Li m • • • • N ° • • • • • .625 �-- • • • • • • E4 EXTERIOR INTERLOCK • ••o� • • II ° Y • • • • • • • 1�.625 E8.1 3.510 SILL COVER(OPTIONAL) O SILL RISER (OPTIONAL) O 1\tllll 111 j' o :- p--1.825� II 125 870 • •11600 • • 1' • • �� 'OEN � 1 � • • • • • • PRODUCT REVISED • • • • ae complyin with the Florida = y • • • • Building Code 0592 U 1251 �O • • • • • • • • 15.0618.06 NOA-No. _ • • • 2.505 • • Expiration Date 09/22/2020 /i ' P ', oP drowing no. � By %, 4�,, Fco6to!.• G� ��� W10-31 1® • • • Y • • • • • • • • Mlami • roduo ontrol��� • • • • t sheet 25 of 28 INTERLOCK REINFORCING • •OUTEfi T46.4 ASTjGAj (OPTI&AL) 1I1111t • •• •• • • • •• •• ••• • • • ••• • • 4 FEMALE CORNER ADAPTOR 1 FEMALE CORNER ADAPTOR (135') 1 MALE CORNER ADAPTOR E2 FRAME JAMB (2 TRACK) FRAME JAMB (3 TRACK) .510 —1.060 410t7 . n 260 z 0 - .840 0 Wry Q FRAME HEAD COVER Q E z a S G 0 1:.� fGv a o U .640 a a n 0u .344 -T— .060 FRAME SILL COVER 0 0 la t & 0 1 .243-1 z 9JOe .060 [-----� FRAME JAMB COVER UOL;��,,20 725125 w 1.505 065 1 C O --- N o n F� Ln M .664 d Z 0 3 N C Z M2 FIXED PANEL CLIP � n • ••• • • • ••• PRODUCT REVISED • • • • • • • • as complying with the Florida • • • ! • • Y • • D Code ! • • :0: • • • • • • oliding NOA-No. 15-0619.06 Y ! • • • • ! • Expiration Date 09/2212020 ey Miam Product Control • • • • • • • • • • • • •! •• • • • •• •• o ig up drawing no. 7.7so --{ .080 .925 .-- —1 --j jjT-1 r-8571.250 FRAME HEAD (4 TRACK) .080 2.600 753 7.730 E29 FRAME SILL (4 TRACK) 7 FRAME JAMS (4 TRACK) / FRAME TOP CORNER 4 TRACK SHOWN A •� a • • • PRODUCT REVISED 7_'J� • • • • as com %ln with the Florida • • • • • Building Coda • i • NOA-No. 15.0619.06 • • • • Expiration Date 09/22/2020 By FRA__801 i•JM C:UKNt m • • t • • • I•TRACIS SHOW% • • • • • • •• •• • • • •• •• �'i lllll 0 1- 70592 3 - drawing no.. 1L14/16 OF W10-31 FRAME TOP C 3 TRACK SM FRAME BOTTOM CORNER 3 TRACK SHOWN S2 l/' III I I / ✓ 1 ,I I FRAME -TOP CORNE 2 TRACK SHOWN M PANEL TOP/BOTTOM CORNER MITERED BEAD CORNER (TYPICAL) •" • �, • • • • u/ f • • • • • • • 00 • • • • • • • • • • PANEL.TOP/90TTOM CORNER 4r.. • • • • • • • • • • • • • SQUARE BEAD CORNER (OPTIONAL) • ••• PRODUCT REVISED • • • • • ••• • • • as comp)yin with the Florida Building Code FRAME BOTTOM CORNER • • • • • • • • • • • • • • • • • • • NOA-No. 15-0618.06 _ 2 TRACK SHOWN • • • • • • • • Expiration Dat•09122/2020 By ••• • • • • ••• • • miamr-15atlie Product Control • 0 o pp Z q h � F o ° pj el a � � F z�syJ1 W T rC F c— —t IV C M N !n ar � SZ 84 U W � O =N o rn u~i n � U M ri EE O C ttl IIIIITI o :- .�� 0 AI.... "��OO 10692 d �' Ivl��,lII 9 � 8 OF •' gjB/ drawing no. ,��•.R10R40P.•',G��� W10-31 11 • •• •• • • • •• •• ••• • • • ••• • • DESIGN WIND PRESSURE CALCULATIONS - ASCE 7-10 CUSTOMER COMPANY NAME: AMERICAN GLASS & WINDOW 1700 WEST 8TH AVENUE HIALEAH, FLORIDA 33013 PHONE: (305) 822-8877 STP�UCTURAL • REVI N �'� App ...... .... ...... .... .... ...... .... ..... ..... .. .. .... . . . PROJECT: ""% ...... ...... Windows and Doors Installation at: 1204 N.E. 96TH ST. MIAMI SHORES, FL. 33138 �. o 71 43 AZT tTF ON A1.��•``• MANUEL MORALES, P.E. " FL. REG. # 71643 C.A. # 30168 FACADE AND ENVELOPE ENGINEERING CONSULTANTS, LLC 1930 HARRISON ST. SUITE 204 HOLLYWOOD, FL. 33020 P: (786) 592-0181 E: MMORALESLFACADENVELOPE.COM 9/19/2017 11 DESING WIND PRESSURE CALCULATIONS - ASCE 7-10 Client: AMERICAN GLASS & WINDOW. 1700 WEST 8TH AVENUE. HIALEAH, FLORIDA 33013 ` Job: 1204 N.E. 96TH ST.. MIAMI SHORES, FL. 33138 Design Pressures have been determined in accordance with ASCE 7-10 based on the following criteria: Building Category: II Exposure Category: D Enclosure Type: Enclosed Building Mean Roof Height (Ht): 25.5 ft. Minimum Building Width: 56.3 ft. ���� ,1"����� �����.4 Roof Slope: 0.25 :12 1.2 Deg. M ?•• Basic Wind Speed (V): 175 mph ��� �C E 4P•••F�+ice ••. ASD: P=0.6w �• �' Kd: 0.85 No 71 43 Kz: 1.13 Design Velocity Pressure; q: 0.00256 • Kz • Kzt • Kd • VZ �,p T OF 2 �. q: 45.18 psf ...... Internal Pressure Coefficient; Gcpi: ± 0.18 ���i, •• •• ` ' • • Design Pressure; P: q [(Gcp) ± (Gcpi)] Notes: 1. Wind load calculations are based upon a mean roof height and tributary area as noted. Contractdr•*f4l verify mdan roof '. height in field and notify if higher than noted. ' :...:. �• • 2. "END Zones" pressure are applicable to openings that are within: 5.6 ft. of building cornets. :....: Mk Description Width Height Trib.Area Zone Conf. GCp Design Press.(psf) (inches) (inches) (Sq.Ft.) Max Min Positive Negative CA1a CASEMENT WINDOW 36 48 12.00 5 X 0.89 -1.23 48.23 -63.92 CA2 CASEMENT WINDOW 36 60 15.00 4 X 0.87 -0.96 47.53 -51.60 CA2a CASEMENT WINDOW 36 60 15.00 5 X 0.87 -1.20 47.53 -62.53 FWD FIXED WINDOW 24 48 8.00 4 O 0.90 -0.99 48.79 -52.86 FW2 FIXED WINDOW 16 48 5.33 4 O 0.90 -0.99 48.79 -52.86 FW3a FIXED WINDOW 36 48 12.00 5 O 0.89 -1.23 48.23 -63.92 FW4 FIXED WINDOW 60 63 26.25 4 O 0.83 -0.92 45.78 -49.85 FW4a FIXED WINDOW 60 63 26.25 5 O 0.83 -1.13 45.78 -59.04 FW5a FIXED WINDOW 36 24 6.00 5 O 0.90 -1.26 48.79 -65.06 FW6 FIXED WINDOW 26 24 4.33 4 O 0.90 -0.99 48.79 -52.86 HR1a HORIZONTAL SLIDING WINDOW 96 48 10.66 5 XOX 0.90 -1.25 48.60 -64.66 HR2 HORIZONTAL SLIDING WINDOW 72 42 10.50 4 XO 0.90 -0.99 48.64 -52.71 SF1 STOREFRONT (D.L.O.) 53 7/8 66 1/2 24.87 4 O 0.84 -0.93 45.95 -50.02 SF2 STOREFRONT (D.L.O.) 45 11/16 114 1/2 36.32 4 O 0.81 -0.90 44.77 -48.84 SF3a STOREFRONT (D.L.O.) 20 7/8 114 1/2 16.59 5 O 0.87 -1.19 47.22 -61.90 SF4a STOREFRONT (D.L.O.) 21 3/16 114 1/2 16.84 5 O 0.86 -1.19 47.17 -61.81 SF5a STOREFRONT (D.L.O.) 21 15/16 114 1/2 17.44 5 O 0.86 -1.18 47.06 -61.59 SF6 STOREFRONT (D.L.O.) 43 3/8 67 3/8 20.29 4 O 0.85 -0.94 46.59 -50.65 Page 1 of 2 Mk Description Width Height Trib.Area Zone Conf. GCp Design Press.(psf) (inches) (inches) (Sq.Ft.) Max Min Positive Negative SF7 STOREFRONT (D.L.O.) 45 11/16 42 1/2 13.48 4 O 0.88 -0.97 47.86 -51.93 SF8a STOREFRONT (D.L.O.) 20 7/8 78 1/2 11.37 5 O 0.89 -1.24 48.39 -64.26 SF9a STOREFRONT (D.L.O.) 21 3/16 78 1/2 11.55 5 O 0.89 -1.24 48.35 -64.16 SF10a STOREFRONT (D.L.O.) 21 15/16 78 1/2 11.95 5 O 0.89 -1.24 48.24 -63.95 SD1 SLIDING DOOR 108 96 36.00 4 XX 0.81 -0.90 44.80 -48.87 SD2 SLIDING DOOR 94 120 39.16 4 XX 0.81 -0.90 44.54 -48.60 SD3a SLIDING DOOR 72 84 21.00 5 XX 0.85 .-1.1E 4i48•••-60.4.1... FD1 ALUMINUM DOOR 34 86 20.30 4 X 0.85 V.;4' 46.99". -50.65 '• • 00900* •••••• •••• ••••• • ` .•`OSNS••.�/� iltg0p 71643 %'� •• STATE OF A`��.�: �n�rinrlittttt Page 2 of 2