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WS-17-1286 loan, Miami Shores Village m "ypie WW $/S)i0[tte+ ' 10050 N.E.2nd Avenue NE ir �0633��OT!Amn �W+ oor R60*eM Miami Shores,FL 33138-0000 Phone: (305)795 2204 „ate APPROVES y6at8m N� fitoR1QA lz ., Lia�" 7 d 5/18120 Expiration: 11/14/2017 Project Address Parcel Number Applicant 1148 NE 105 Street 1122320280140 R. Miami Shores, FL 33138-2108 Block: Lot: STEPHANE FERNANDEZ Owner Information Address Phone Cell STEPHANE FERNANDEZ 1148 NE 105 Street MIAMI SHORES FL 33138- 1148 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 21,496.00 ' Valuation: THE COMPANIES OF RSS INC 305-256-6666 Total Sq Feet: 3487 Type of Work:INSTALLING NEW 12 WINDOWS AND 1 DOO Available Inspections: No of Openings:13 Inspection Type: Additional Info:INSTALLING NEW 12 WINDOWS AND 1 DOO Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $13.20 Invoice# WS-5-17-63977 DBPR Fee $3.45 05/18/2017 Check*2263 $231.10 $50.00 DCA Fee $3.45 Education Surcharge $4.40 05/11/2017 Cash $50.00 $0.00 Permit Fee $230.00 Scanning Fee $9.00 Technology Fee $17.60 Total: $281.10 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 certi at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni Fut rmore,I authorize the above-named contractor to do the work stated. May 18, 2017 Authoriz S nature:Owner / Applicant / Contractor / Agent Date Building epartment Copy May 18,2017 1 Miami Shores Village f � _ r-- Building Department ® 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 20 I� BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL D PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS Q CHANGE OF ❑ CANCELLATION Q SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I1ACd NE 106 5T City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: i I "Zz JZ -O ZY - 0140 Is the Building Historically Designated:Yes NO Occupancy Type: ItOD Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Phone#: Address: 14� NE to5 5t City: MI(AMM Shore,5 State: T__(, Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �d-S COMi2antRL Phone#: am. zi5(.P-(Q(p(QCP Address: City: M 1 a ni l State: -157L 7p: 331-7 (D Qualifier Name: 3-oh Yl Phone#: 7" 9' ?I u(I U(® State Certification or Registration#: ( Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ O5 I,_P Square/Linear Footage of Work: F)481 Type of Work: ❑ Addition ❑ Alteration ❑ New W Repair/Replace ❑ Demolition Description of Work: inS [JIM i< U) 12W I SUS d- i b e9nr-C_ Specify color of color thru tile: �,� Submittal Fee$ n '� Permit Fee$ 0- z CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ rr pp�� TOTAL FEE NOW DUE$ l ' ( 0 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and'Installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 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 law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. D Signature Signatur OWNER or AGENT CONTRACTO The foregoing instrument was acknowledged before me this The foregoing instrument was acknow edged before me this Maw day of 1 (,f 20 1 ) ,by o)- day of &&J #20 17 .by *L!,0'0hCuU f r? who is personally known to '-TC)h I -r A Ji who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: <jgn: Print: nC/ Seal: ' s%? MARIA J MARTINEZ Seal: ;.' MARIA J MARTINU ;F MY COMMISSION#GG027843 :*=My COMMISSION 0 60077849 EXPIRES September 07,2020 EXPIRES$911101 IN 07,7070 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) A CERTIFICATE OF LIABILITY INSURANCE DA05/10�017� 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 NTACT NAME. Mary O'Keefe JM Private Insurance Agency,LLC PHONE : (305)908-1832 ac No): (305)907-6168 7274 SW 48th Street ADS: mary@jmprivate.com INSURER(S)AFFORDING COVERAGE MAIC 0 Miami FL 33155 INSURER A: Bridgefield Employers Ins Co 10701 INSURED INSURER B: AIX Specialty Insurance Co 12833 The Companies of R&S,Inc INSURER C: Mapfre Insurance Co Of Florida 01984 8715 SW 129 Ten- INSURER D: INSURER E: Miami FL 33176 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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. EXP ILTR TYPE OF INSURANCE POLICY NUMBER M DDf EFF MM Y QTS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE FIVI Iga occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 B X LlYA26439803 04/01/2017 04/01/2018 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JECOT- E]LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Ded BI PD $ 1,000 AUTOMOBILE LIABILnYMBINED SIN LE LIMB $ 1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ C ALL OWNED SCHEDULED X 41506160012606 04/012017 04/01/2018 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ X HIRED AUTOS X AUTOS ParMdent UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS40ADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X I STATUTE ERH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTNE YIN N E.L.EACH ACCIDENT $ 1,000,000 A OFFICERIMEMBEREXCLUDED? YNIA 83044716 04/01/2017 04/01/2018 - - - (Mandatory In NH) E.L.DISEASE-EA EMPLOYW$ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space is required) Certificate Holder is an Additional Insured with respects to General Liability and Automobile Liability When required by written contract. State General Contractor License Number CGC 016750 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E.2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores,FL 33138 ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD MIAMI•DADE MIAMI—DADE COUNTY,FLORIDA m PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/eeonomy CGI Windows&Doors. (10140 NW 25 Street; 1ltiami,FI 3-- 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(AIM. This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material. fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 120"_A1uminum Horizontal Sliding WindowL.14""1 APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum, Horiz. Sliding Wdw. (L.M.I./S.M.I.)", sheets 1, 1.1, 2,2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.' - - 1Vr)<SSILE MPACT RATING�„Laree and Small Mssile Impact Resistant LDIITATIONS: 1.Glass lites wider than 36-inch shall have two setting blocks and anti-Lift devises per FBC requirements. 2.The Day Lite Opening's(D.L.O.)of maximum 495/8-inch(Width)by maximum 553/4-inch(Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15`0512.05 and consists of this page 1 and evidence pages H-1,E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. �MIAM�=�couiv nr $7--- to 15-0829.1_3'. fl,..., , tExplratlon Date tembe� 2,20201 s`til i�' CAppr4vatna 1VI ,21 _ { Page 1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted ander 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 scaled by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202---94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203--94 6) Forced Entry Test,FBC 24113.2.1,TAS 202-94 '- along along with marked-up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal@ and Super Spacer® 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. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(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 04116/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-OSIZ.05) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact_Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203--94 6) Forced Entry Test,FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06104/10, signed and sealed by Vinu J. Abraham,P.E. _ (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51" Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 ,signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET • Core"dated 06/19/14,expiring on 12111/18. / lasencia,P.E. Jorge M. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-2 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter Of confol�nance of COmplying with FBC Sth EdT iolt�20 4)an- of 12Qi finalreral xnte �t,�a� fl3117/15,_�ssued by Al Faraoq,Corpt, tion,_�ign �d sealed:; by 7aYad Ahrnad�F 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel,P.E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon,P.E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB,dated 03/03/15 and CTLA-3056 WC, dated 04/16/15,all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel,P. E. (Submitter)under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon,P.E.,Section Supervisor. (Submitted under previous NDA No. 15-051Z.05) 6. Laboratory compliance letters for Test Report No. HT1-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. Sorge 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 M IAM I•DADE MIAMI-DADE COUNTY Em PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gOv/economy !CGI Windows;,&(,Doors ,10100 NW 2V Street) Rami,_FL 33172' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. ;DESCRIPTION Series"Sentinel 130"Aluminum Fixed Window-L.M I APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.I.)",sheets 1, 1.1,2,3,4, 5 and 6 of 6,dated 01/30/10,with revision F dated 04/10/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT,RAT TG.Lairge_-ad 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. NdA Na 15-13413 03 MIAMFDADE CO NTY '`Expiration Date: September_2,2021? �118111V ApprovOFDate ne 5,20I5' 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 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer(V insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Aix Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont`Butacite"PVB interlayer,Duraseal®and Super Spacer@ insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C. Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC, dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up'drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory, LLC, Test Report No. PITL-0080-0103-10, dated 03/30/10,signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.10-0510.13) Manuel ez,P.E. Product Con tr 1 + camer NOA N . -0413.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ' (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) _ for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. F. STATEMENTS __ 1. ;Statement letter of conformance, comping with FBC 5'b Edition (2014)# and of zra' __. ;financial interests dated_July 18,_2014, issued by AI-Farc�ocl Corporatic� _signed anti' sealed by Jawad Aht �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 tinder 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 CGT Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel Per .E. Product Control E er NOA No.15-0413.03 ` Expiration Date: September 22,2020 Approval Date: June 25,2015 E-2 MIAMI•DADE MIAMI-DADE COUNTY E PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW-26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy (.CGI Windows and Doors,Inc (10100 NW 25 Street! _ _ 1VLam_,_FL 331'12; SCOPE.- This COP.E:This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve.the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. .RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRII'TION.Series_" 38",Ontswing Aluminum Casement owL.M.I.Wind _ _ APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)",sheets 1, 1.1,2,3,4, 5, 5.1,6 and 7 of 7, dated 12/04/98,with revision J dated 04/10/15,prepared by 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. 1 ISSILE IMPACT ATIIYG Large and^Small MissiteYImpact Resistanf, LABELING: Each unit shall bear a permanent label with the manufacturers 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.. TERNIINATION 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. "Dv RTISE �i�r.�fie�18�r number—preeeded�y-fhe�verds�Viiat ri-Bade Ceun lend 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. _ (1tilOA No 3.5-0512.19; M1AM4DADE COUNTY xprahon Iaate. Cber;6,20 I8� ,...� `15 Appro�Date ;ember 1 Page 1 y �1 j CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA'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 series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA;dated 03/03/15,signed and sealed by Ramesh C. Patel,P.E. 2. Test reports on: 1)Uniform Static Air.Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont`Butacite"PVB interlayer, Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA 3056 WB, dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. • 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer(D-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 A)T ...6e iS$ mpa£ Test-perBC,TAS S'f 01 9 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 seal d by Ramesh C.P 1,P.E. (Siibmitted under previous NOA #14-0506.41) Manuel Pe z,F.E. Product Control xa iner NOA No.15- 12.19 Expiration Date: October 26,2018 Approval Date: September,l7,2015 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) S. 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 per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B,and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA #08-1010.02) 7. Test reports on: 1)-Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum outswing casement window,prepared by Hurricane Engineering&Testing, Inc., Test Reports No.HETI-08-2143,HETI-08-2144,HETI-08-4287 and HETI-07-4298,dated 06/27/08 and 07/17/08, all signed and sealed by Candido F.Font,P.E (Submitted under NDA # 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. /.Cnhsnijtednr 1Vnd'cff 4f /►Q 17 n3 a,:d Mansel ere . Product Control Exm' er NOA No. 15-0 12.19 Expiration Date: October 26,2018 Approval Date:.September 17;2015 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i 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 Entzy Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA #96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBG-2010, dated 4/24/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasg(Clear and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4, Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05121116 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. Statennent letter of conformance_complying wi#h FBC 5' ,EdWn (2014),dated April'' - 11 Farooq Corporation,signed and sealed by J 2014.issued by Alavad Ahmad_P E-,' f(Submtted under previous NOA#14 0546.Q1) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 t and revised on February 24,2014,signed by Manuel Perez,P.E. i (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 Hurricane Engineering&Testing,Inc.,dated 06/27/08 and 07/17/08, all signed and sealed by Candido F.Font,P.E. (Submitted under NOA #08-1010.02) 5. Laboratory compliance letters for Test Reports No.HTL-0080-0303-96 and HTL-0080-1107-98,issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and _ 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA #96-0417.03 and 01-1002.03) 6. Laboratory compliance letters fox Test Reports No.FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory,Inc., dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted tinder 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 06/26/14 and expfiirig on 1012-6/1 8_ i Manueleri Product Control Exr NOA No. 15-0)V2.0 Expiration Date: October 26,2018 Approval Date: September 17,2015 I E-4 MIAMI•DADE MIAMI-DADE COUNTY QWALLU PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy rCGI Windows&D►oors,Inc_j (101.04 N,_W. ' _Street %1Vliaw Fl 331'721 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. (DE9CRIPTIfll17 emeries"160 Sentinel"_Aluminum 0utsmng glazed Doors wlvvo_Sidel%tes-LlVII APPROVAL DOCUMENT:Drawing No.W 13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of 11 of 11,inclusive sheet 9.1, prepared by Al-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, 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. SSILEIMPACT RA.Tl'IYG�_Large and Small Missile im�actf 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 manufacturers 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. TERAHNATION 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 Oficial. This NOA revises# 13-0226.06 consists of this page 1 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. _ (NOA'No.14'1015.04 MIAMMADE COUNTY Expfratr©n Date. M ast 08,2018; 6ravall3rtte. tStts3z015! 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 sealed by Javad Ahmad,P.E. B. TESTS (submitted under file#13-0226.06) 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 24113.2.1,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 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab.,Test Report No. CTLA 3056WC (sample#3) dated 04/16/2015, signed and sealed by Ramesh Patel,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (511 Edition),prepared by Al Farooq Corporation,dated 10/06/2014, 05/19/15 and last revised on AUG 04,2015, signed and scaled 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. $STATNTS Statement letter of conformance to FBC 2014 5 Edition)and leiter of no financial interest, by Al Farooq Corporatonzdated 0912311 ,Slged end 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. le l: r L 4 .,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 M IAM I•C1ADE MIAMI-DADE COUNTY wou PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vrww.miamiaaae.gov/economy d Winnows&Boa 10100 NW 25'b Street vlYlram,FL 33172, SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. Dk9e- RIPT)GONSer>les Clipped,Extruded Aluminum TubeMr, ulifon L M.I APPROVAL DOCUMENT: Drawing No.M95-13A, titled"Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad,,P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. 1VIISSILE IMPACTRATING.Large and Small Missite Impact Resistan# LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if-there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-1220.15 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. NflA Na;1S-0420.08 MIAMI-DADIE:MUNTv E piratlon Date: March 28,2018) pol t!cApprovRl Date #ugusf_13,201.5; JJ 7 Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series"Mullion Elevations and Details",sheets 1,2, 3, 4,4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15,prepared by Al- Farooq Corporation, signed,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)Small Missile Impact Test per FBC,TAS 201-94 5)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion,prepared by Hurricane Testing Lab,Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1)Large Missile Impact Test,Loading per SFBC,PA 201-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Test Laboratory,Inc.Test Report No. HTL-0080-0303-96,dated 03/06/96,signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per SFBC,PA 202-94 along with marked-up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M.Medina,P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 04/13/15 and 07/25/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 Manuel P ,P.E. Product ControlV- 420.08 finer NOA No. Expiration Date: March 28,2018 Approval Date:August 13.2015 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no financial interest, dated April 13,-2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. )ITL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory,Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham,P.E. (Submitter)under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test.Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall,P.E. (Submitter)under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering &Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15,issued to CGI Windows&Doors for their Series"Clipped"Aluminum Tube Mullion---L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manue fffer .E. Product Control E an ner NOA No.15-0420.08 Expiration Date: March 28,2018 Approval Date:August 13.2015 E-2 u; a 0 WINDOW/ DOOR SCHEDULE SCOPE OF WORK: o WINDOW/DOOR REPLACEMENT CONSISTING OF: a CALC.WIND PRODUCT WATER GLASS EFFECTIVE GCp(+) PRESSURE PRESSURE INFILTRATION NOTICE OF MARK DESCRIPTION THICKNESS/ TINT FRAME PANEL WIDTH X MANUF./ gREq ZONE APPROVAL • 14 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS w NO. TYPE COLOR STYLE HEIGHT MODEL# (SQ FT) GCp(-) REQUIREMENT CAPACITY REQUIREMENT (N.O.A) 1 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS FRENCH DOOR O (P.S.F.) (P.S.F.) z0 ALUMINUM FIXED WINDOW-IMPACT 7/16 LAMI CGI WINDOWS& +0.91 +37.1 +46.5 y • • W1 CLEAR WHITE O 74"x63" 32.4 INT(4) YES 15-0413.03 GENERAL NOTES: RESISTANT (TYPE"C" DOORS"130" -1.01 -40.5 -46.5 ALUMINUM FIXED WINDOW-IMPACT 7/16 LAM] CGI WINDOWS& +0.91 +37.1 +46.5 1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE F!ORI17A • • 13 RESISTANT (TYPE' CLEAR WHITE 0 74"x 6T' DOORS"130" 32.4 INT(4) 1 01 40.5 x}8,5 YES 15-0413.03 •• • • BUILDING CODE 5TH EDITION(2014)AND THE ASCE 7-10 WIND CODE. O • ALUMINUM HORIZONTAL ROLLER 5/16 LAMI CGI WINDOWS& +1.00 +40.0 +65 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMEA918ty• z • • •••• O WINDOW-IMPACT RESISTANT (TYPE"A" CLEAR WHITE XO 53"x 51" DOORS"120" 9.4 END(5) -1.40 -53.7 -65 YES 15-0929.13 •••••• PRIOR TO INSTALLATION. Engin r. • ••••• ALUMINUM FIXED WINDOW-IMPACT 7/16 LAMI CGI WINDOWS& +1.00 +40.0 +80 • O CLEAR WHITE 0 37"x 26" 6.7 END(5) YES 15-0413.03 3. WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL6E�PI • • RESISTANT (TYPE"C") DOORS"130" 1.40 53.7 80 STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-RJTip• • ••• ALUMINUM FIXED WINDOW-IMPACT 7/16 LAMI +1.00 +40.0 +80 CGI WINDOWS& W6 CLEAR WHITE 0 37'x 26" 6.7 INT(4) YES 15-0413.03 PRODUCT CONTROLS. 699600 • :Go RESISTANT (TYPE"C" DOORS"130" 1.10 43.4 80 = • ) 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL • 000000 ALUMINUM FIXED WINDOW-IMPACT 7/16 LAMI CGI WINDOWS& +1.00 +40.0 +80 •• •• • •• OW4 CLEAR WHITE 0 37"x 26" 6.7 INT(4) YES 15-0413.03 N.O.A.DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT.ALL OTHER s U A R 'e Z• RESISTANT (TYPE"C") DOORS"130" -1.10 -43.4 -80 :00:0: OPENINGS ARE NOT PART OF THIS PERMIT. ETI G I N E E R 5• ALUMINUM FIXED WINDOW-IMPACT 7/16 LAMI CGI WINDOWS& +1.00 +40.0 +80 • W5 CLEAR WHITE O 37"x 26" DOORS"130" 4.8 INT(4) 1 10 -43.4 $0 YES 15-0413.03 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E.SEAMS,• • 12920 SW 70tIR dt•••• RESISTANT (TYPE"C") ••• ALUMINUM HORIZONTAL ROLLER 5/16 LAMI CGI WINDOWS& +1.00 +40.0 +65 COLUMNS,FRAMING,ETC.)SHALL BE DESIGNED BY OTHERS TO WITIwSTAND • Va?n, 33 C • O WINDOW-IMPACT RESISTANT (TYPE"A") CLEAR WHITE XO 53"x 50 DOORS"120" 9.3 END(5) -1.40 -53.7 -65 YES 15-0929.13 THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE*.wEN 786-547-9401 _29419• ALUMINUM CASEMENT WINDOW- 5/16 LAMICGI WINDOWS& +0.96 +38.8 +60 PERFORMED TO VERIFY THEIR ADEQUACY. • • CLEAR WHITE 37"x 63"(X) 16.2 INT(4) YES 15-0512.19 •• WA IMPACT RESISTANT (TYPE"2") X I O I X DOORS"238" -1.06 -42.2 -60 6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MIN. CLEAR ALUMINUM FIXED WINDOW-IMPACT 7/16 LAMI CGI WINDOWS& +0.91 +37.1 +46.5 HEIGHT REQUIRED IS:24",AND A MIN CLEAR OPENING OF 5.7 SQ.FT.(5.0 SQ. RESISTANT (TYPE"C") CLEAR WHITE 74"x 63"(0) DOORS"130" 32.4 INT(4) _1.01 -40.5 -46.5 YES 15-0413.03 FT FOR GROUND FLOOR)SILL HEIGHT NOT TO EXCEED 44"ABOVE FINISHED z Z ALUMINUM HORIZONTAL ROLLER 5/16 LAMI® 7YES 15-0929.13 CGI WINDOWS& +1.00 +40.0 +65 FLOOR.WINDOW-IMPACT RESISTANT (TYPE"A") CLEAR WHITE XO 53"x 38 g' DOORS"120" .1 INT(4) _1.10 -43.4 -05 w ALUMINUM OUTSWING FRENCH 19 72"x 80"(XX) CGI WINDOWS& +0.95 +38.3 +80 D2 DOOR-IMPACT RESISTANT 7/16 LAM] CLEAR WHITE OXXO 35a'x80"(0) DOORS"160" .7 INT(4) _1.05 -41.7 _80 YES 14-1015.04 WIND LOAD CALCULATIONS U ALUMINUM FIXED WINDOW-IMPACT 7/16 LAMI CGI WINDOWS& +1.00 W9 CLEAR WHITE 0 18"x 24 " 3.1 INT(4) +404 + 00 80 YES 15-0413.03 CODE:ASCE 7-10"COMPONENTS AND CLADDING"METHOD 2 M � 0 RESISTANT (TYPE"C") DOORS"130" 1.10 43.4 80 U) M ALUMINUM FIXED WINDOW-IMPACT 7/16 LAMI CGI WINDOWS& +1.00 +39.9 +70.2 WIND VELOCITY= 175 MPH M a) 10 RESISTANT (TYPE"C") CLEAR WHITE O 38�'x 40" DOORS"130" 10.7 END(5) _1.39 53.3 70.2 YES 15-0413.03 EXPOSURE CATEGORY= C , J +1.00 +40.0 +80 BUILDING CATEGORY= II W LL ALUMINUM FIXED WINDOW-IMPACT 7/16 LAMI CGI WINDOWS& YES 15-0413.03 BUILDING CLASSIFICATION= ENCLOSED 11 RESISTANT (TYPE"C") CLEAR WHITE O 31 'x 40" DOORS"130" 8.8 INT(4) _1,10 43.4 -80 C of IMPORTANCE FACTOR(1)= N/A Q W N N ALUMINUM FIXED WINDOW-IMPACT 7/16 LAMI 55 "x 63" CGI WINDOWS& WIND DIRECTIONALITY FACTOR(Kd) 0.85 24YES 150413.03+0.93 +37.8 +52.4 = RESISTANT (TYPE"C") CLEAR WHITE OI O (DOUBLE) DOORS"130" .3 INT(4) -1.03 41.2 _52,4 Q z O 0 HEIGHT OF HILL OR ENTRAPMENT(H)= N/A L 'a TOPOGRAPHIC FACTOR(Kzt)= 1.00 O 00 Cu MEAN ROOF HEIGHT(h)= 15 FT Ca CD VELOCITY PRESSURE LL EXPOSURE COEFFICIENT(Kh)= 0.85 MULLION SCHEDULE p NUMBER CALC.WIND PRODUCT PRODUCT OF INTERNAL PRESSURE 0 WIDTH X PRESSURE PRESSURE NOTICE OF COEFFICIENT AND GUST MARK DESCRIPTION FRAME LENGTH ANCHOR OF .MANUF / _ DEPTH OPENINGS TRIBUTARY MULL REQUIREMENT CAPACITY APPROVAL EFFECT FACTOR(GCpi) t 0.18 NO. COLOR TYPE ANCHORS MODEL# WIDTH SPAN (N.O.A.) (THICKNESS) PER END (P.S.F.) (P.S.F.) EXTRUDED ALUMINUM TUBE MULLION- 1"x 4" CGI WINDOWS&DOORS PRODUCT OF EXTERNAL PRESSURE ® WHITE 63" B 4 WA 55#" 63" -42 2 +� 15-0420.08 COEFFICIENT AND GUST IMPACT RESISTANT (0.125") "CLIPPED" EFFECT FACTOR(GCp) (NOTE 1) EXTRUDED ALUMINUM TUBE MULLION- WHITE 1"x 4" 63" B 4 "CGI WINDOWS&DOORS 63„ +37'8 +77 15-0420.08 M12 IMPACT RESISTANT (0 125") CLIPPED" 55 -41.2 -77 BUILDING"W'AT NARROWEST DIMENSION= 50'-0" CORNER DISTANCE FOR ZONE 5(a)= 5'-0" = (MIN.OF 10%OF THE NARROWEST DIM.OR 0.4x(h) BUT NOT LESS THAN 4%OF THE NARROWEST DIM.OR 3 FT.) 0.1 X 50'-0"=5-0" EDUARDO A.SUAREZ P.E. 0.4 X 15'-0"=6'-0" LICENSE#64759 1 0.04 X 50'-0"=2'-0" _ a -5-0 VELOCITY PRESSURE EVALUATED AT HEIGHT z--h(qh) � - -- ;I qh=.00256(Kh)(Kzt)(Kd)(V^2) qh=.00256(0.85)(1)(0.85)(175^2) 05-01-17 qh=58.51 PSF Date: i Project Designer: EA-S DESIGN WIND PRESSURE(p) Drawn By. E.A.S. (LOW RISE BUILDING AND BUILDING LESS THAN 60FT-) Checked By: E.A.S. p=(0.6)gh[(GCp)-(GCpi)] Submittal: PERMIT SET 0.6 56.51[GCp(+)-(-0.18)] ` rJ (PRESSU E) ( ) J SUCTION) p=(0.6)56.51[GCp(-)- (+0.18)] Drawing Title: f NOTE: GENERAL NOTES, 1. GCp SHALL BE SELECTED FROM FIGURE 6-11a BASED ON EFFECTIVE CALCULATIONS WIND AREA AND ZONE.SEE WINDOW/DOOR SCHEDULE. AND SCHEDULES 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL BREAKS BEING CONSIDERED.STRUCTURAL MULLIONS NOT PART OF THE Sheet: TESTED COMPONENT ARE A STRUCTURAL BREAK. 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE 1 of 3 WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. ui a O r z 0 a Lu w 0 z 0 • • • • • ••••'• Engin0er. • • •••••• • ••• •• •• S U A R E*•2•• •••••• ENGINEERS •' • • • 12020 SW 70t1•Gt•••• EGRESS •••Mfbffii,FL 33156 .'• '766-547-9401 C47.9 V.: NOT PART OF PERMIT BEDROOM W 10 z W W6 W D2 MA MA V M U WA W8 0- M Lo L KITCHEN O ¢ zD W5 BATH LIVING ROOM W11b Cu ECID FLORIDA ROOM GARAGE Q Z W4 BATH 12 NOT PART OF NOT PART OF PERMIT PERMIT EDUARDOA.SUAREZ P.E. LICENSE#`64759 W3 BEDROOM y/g` W1 NOT PART OF 13 PERMIT Date: 05-01-17 Project Designer: E.A.S EGRESS Drawn By: E.A.S. Checked By: E.A.S. W2 Submittal: PERMIT SET Drawing Title: 6 FLOOR PLAN SCALE: 1/8"= 1'-0" FLOOR PLAN N Sheet: 2of3 w a 0 z O (L U) 0 z O M12 • • • • ®o❑ p a o®®Q • •�•��• EnginLer. �� ®®❑� ❑000 •••• • w2 g E®❑❑❑ 1:11:113 ED •' ••• •• •• S U A R £+•2•• NOT PART OF NOT PART OF NOT PART OF :••:•: E#4GINEERS •. PERMIT PERMIT PERMIT • • • 12020 SW 700WQt•••• 0••11APM,FL 33156 • • • 786-547-9401 C�$9Q?�9�• NORTH ELEVATION (FRONT) 0 SCALE: 1/8"= 1'-0" •• Z W 2 W U CMO -) J M OLL F- � vim 0 =0 00 ® 0 T; El E a W9 W8 O O W10 LEG WA Q Z_ NOT PART OF D2 PERMIT SOUTH ELEVATION (REAR) SCALE: 1/8"= V-0" DUARDO A.SUAREZ P.E. LICENSE#64759 7 Date: 05-01-17 Project Designer: E.A.S ® ® ® Drawn By: E.A.S. Checked By: E.A.S. W6 W5 W4 W3 Submittal: PERMIT SET W11 Drawing Title: ELEVATIONS EAST ELEVATION (LEFT) WEST ELEVATION (RIGHT) Sheet: SCALE: 1/8"= V-0" SCALE: 1/8"= 1'-0" - 3 of 3 lYP_ICAL ELEVATION FLANGEt WIDTH BUCK WIDTH o 1/2" 1 6" 5" MAX. BEAD L 5" MAX. m a Z 3 MAX. TYPm W TYP. . a Z b .� HEAD/SILL 5 r b 1 MTG. STILE o �1 MTG. STILE F to a J' �' I N rm DOS I NX )VQv a ••• •• ••• CVS ••• • n E 11 F jj F El II F jj F ��11W • • • 6 II 6 6 / 7 11 6 6 / 0 08 11`[ • • i• ••� _ • • ••• C4 o- a 2 Z M 1 1 N Z «- 2 M O 11 _fQ WtA d :0 0 • in W) p I *. W • • 000000 44 IL Z�� ••• • • II _ 11 II Q01ate+ •• • i • • - SI II mu II N •• B D 11 qA A671\ 11 � � 5 5 II 7 II N !!i p, I ! \ I \ I ! ' t \ I \ VA IFALSE MUNTINSFALSE MUNTINS ie (SURFACE APPLIED 32 7/8" 32 7/8" L. ANCHOR READ. SURFACE APPLIED 7j8" 32 7/8" ADDL. ANCHOR REOD. CENTER OF ALL PANELS ( ) T CENTER OF ALL PANELS OPnONAL D.L. OPG. D.L. OPG. ED OR OPERABLE OPTIONAL D.L. OPG. D.L. OPG. D OR OPERABLE z p �j ABOVE 30" PANEL WIDTHS A 30" PANEL WIDTHS C) W 36 3/8" AT HEAD/SILL 36 3/8' AT HEAD/SILL C VENT WIDTH VENT WIDTH FLANGI� & FLANGE ADAPTOR FRAME' EQUAL LEG FRAME m c . N i � to 110" BUCK WIDTH z C z 3a - � 13 5/16" MAX. MAX.•YHEAD/SILLP -- U O— RERIES SENTINEL 120 _� HEAD/SILL MTG. snLE ALUMINUM jtd=ONTAL SI,IflING WINDa 8 �— 8 PRODUCT REVISED _ 1` �� ' as com Iyin with the Florida v, • DESIGN LOAD RATINGS FOR THESE WINDOWS TO 8E AS PER g R CHARTS SHOWN ON SHEETS 2 & 3. Hu Ha. o e15—Og2g,13 12 APPROVAL APPLIES TO SINGLE UNITS OR SIOE BY SIDE COMBINATIONS Expiration Date 09122!2020 ' 15 E2 ii F �� F OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI–DADS COUNTY ° Ig } g 8 II 6 11 6 APPROVED WINDOWS USING MIAMI–DADE COUNTY APPROVED MULLIONS By 8 ai & Miam ate Product Control r c IN BETWEEN. m 0 0 0 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL a z z x ac Q WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS I•r X O L) c N c ` u _ INSULATING LAM. GLASS y THIS PRODUCT HAS_BEEN, ESIG@I£D AND TESTED TO COMPLY WtTI L,THE; c o ' " - - LARGE MISSILE IMPACT c g p o _ :�_� REQII�REMNTS dF THE 2014 STH EDITION FLORI[3A$UILDINS�CODE, c'n a IIvcLUDIN GHlG}i VELOCITY HURRICANE ZONE (HVNZ). SMALL MISSILE IMPACT > a o w II II x WOOD BUCKS BY OTHERS, MUST B£ ANCHORED PROPERLY TO TRANSFER c B2 „ Ii LOADS TO THE STRUCTURE. ��itSlllliir►/ � �// o II ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS .......4 EMBEDMENT EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �� ''�GENSF '•:� ��i� N .N ! �• \ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. % C .. FALSE MUNTINS " `I (SURFACE APPLIED) 3? 7/8' 32 7/8" A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. v -9 OPTIONAL D.L. Off• D.L. OPG. ALL SHIMS TO BE HIGH IMPACT, NON--METALLIC AND NON—COMPRESSIBLE. �: FF y t + ®•':• STA OF � Qrj� drawing no. 36 3/8" MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 141�1 1 20` ��°� '• 0LORIO 1169! VENT WIDTH COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE / W10-18 FIN FRAME REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS. ' ` ' ��ttilti<<�� sheat 1 of 1i •TYPICAL ELEVATION t 11' 110' V FLANGE WIDTH FLANGE WIDTH I 6' 5 1/2' o MAX. 5' MAX. MAX. H ILL TYP. m HEAD/SILL 5 r 00 W Z �J W � F5 5 MTG. STILE n Q� 81 . STILE � ! V ` ` V �' H Q ••• OY ... ....�. - II II H fl �[ II �•��i• � • • •••••• I I S I 11 I I I1 I I •�cO • • • E fI F 1i II F Ef II F t1 II F � Ct iA� •••••• 6 II 6 JI II 6 6 II 6 t1 II 6 •p ••;• • • II f 11 /• lI / II / ••••• ° t/ tE e ° 1 ✓� C7 c9 ( C7 s II w If It ° _ W \C Ii II II •• •�• r, Y M II II N = M II Il • f1 • • 4D Ld0p ,n J JI II m w �S • �q iA Ci I IS U 0 to N a II II � �L • •••••• ==Y I I II Q •••• II II II }I II 11 •GM • • • • ii II it N 11 11 N Q W�� ••i It 11 ° m 11 Il II II 11 N C I �JIXEO FALSE MUNTINS ADD . ANCHO 00. FALSE MUA S DDL. ANCHOR REOD. vy 'n (SURFACE APPLIX 24 1/2" 49 5/8" AT CENTER OF ANELS (SURFACE LIEd) 24 1/2" 49 5/8' T CENTER OF ALL PANELSOPTIONAL p.L. OPG. D.L. OPG. FlXED OR OPERABLE PTIOIdAL D.L. OPG. D.L. OPG. OR OPERABLE z O ABOVE 30" PANEL WI 'a ABOVE 30" PANEL WIDTHS 28° AT HFAO/SILL 28' AT HEAD/SILL VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME QUAL LEG FRAME ° N O M ,� 110° Cj BUCK WIDTH C) 5 1/2' 13 5/16' O v c� oa _j HfAD/SILL 5"�' HEAD/SILL i U 3 12 8 � 1 MTG. STILE U in Ti i &80010II F ~ 01 �o Y oD F N J 1 II II 54 a N 6 - Q II Il C ---ii C Bz ii a ,>>stl It 1111111 All, •'�yCENSF••.•• PRODUCT REVISED as aomplying with the Florida a FALSE MUNTINS Building Code 3 (SURFACE APPO� 24 1/2' 49 5/e' NOA-No. 15-0929.93 — v . v $ D. OPG. D.L. OPG. B 0912212 ` Expiration D t 020 ® '. ATE OF d4{• drawing no. 28 VENT WIDTH B �i� ts•••!;LORIOA,.•'�®�� FIN FRAME Miami�e Product Control ��IY � � 2�� / /////I ��L,�;� sheet 1.1 of 11 • D191IG LOAD CAPACITY :-= FSR' DESIGN LOAD CAPACITY - PSF � L) (XO OR ox SIZES) _ o STD RAW, H.D. MTG. RAIL STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. Z GIAST vK GLASS TYPES GLASS TYPIS GLASS TYPES GUM;TypFLANGE DIMS. BUCK DIMS. 'A'&'A1', 'B'&'BL' 'B' & 'BL' FLANGE DIMS. BUCK DIMS. 'A'&A1', %'&'BL' 'B' & '81' 'C' 1' H WIDTH HEIGHT WIDTH HEIGHT Wj(+ JNT.H M.(+) INT.(-) WIDTH HEIGHT TH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-•) EXT.( INT.(-) � � N ILlogo 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 55--3/4" 54-3' 65.0 65.0 80.0 90.0 '.0 65.0 a �§ U •••• • •e•• 37" 36' 65.0 65.0 80.0 90.0 8-15/16 26° 7-15/1 '° 25' 65.0 65.0 80.0 90.0 65.0 65.0 ' 26' 25" • !•: •• 53-1/8" 52-1/8" 65.0 65.0 80.0 90.0 83-1/2' 82-1/2' 65.0 65.0 80.0 90. 65.0• 65.0 �� • u, • • • •�•• 74' 73" 65.0 65.0 80.0 90.0 55-3/4' 54-3/4' 65.0 65.0 80.0 .0 65.0 65.0 ®� 1 • • • • 0100 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 8-15/16 38-3/8' 7-15/16 37--3/ ` 65.0 65.0 80.0 X0.0 65.0 65.0 0 • • V e� .... 37' 38 3J-- 36' 37-3/$' 65.0 65.0 80.0 90.0 83-1/2" 82-1/2" 5.0 65.0 SO. " 90.0 65.0 65.0 • ••• ��' ®46 • • i••• 52-1/8" 65A 65.0; 80.0 90.0 55-3/4" 54-3/4" 6` 65.0 �'.0 90.0 65.0 65.0 •••• • 0000 74' 73' 65.0 65.0 80.0 90.0 8-15/16 50-5/8" 7-15/16 49-5/8' - -- - - 65.0 65.0 • 26-1/2' 25-1/2" 65.0 65.0 80.0 90.0 83-1/2' 82-1/2' -- - - - 65.0 65.0 0 1 g6 • 040000 37" 36" 65.0 65.0 80.0 90.0 55-3/4' 54-3/4" 65.0 80.0 90.0 .65.0 65.0 3 Q-0 0000 50-5/8" 49-5/8' • • 53-1/8' 52-1/8" 65.0 65.0 80.0 90.0 8-15/16 63" 7-15/16" 627' - - - - 65.0 65.0 t•� WF • • i •••i 74" 73' 65.0 65.0 80.0 90.0 83--1/2" 82-1/2' - - - 65.0 65.0 •• 26-1/2" 25--1/2' 65.0 65.0 80.0 90.0 37 36" 62" 65.0 65.0 80.0 90.0 N 04-1 ," 52-1/8" 65.11: 65.0- 80.0 90.0 U 74' 73' 60.2 60.2 80.0 90.0 /3W) (2/3W) u' O 0 a 8 (1/2W) (1/2W) o s �i ••i G RATING VENTS TO BE 1/3 OF THE WINDOW WIDTH i j� �rn 'XO OR ox' � 0 3 N M c� 0 M r� z `c OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XQI OR aX' U o yt' TYP. BUCK DIMS 7�' Tt`P• BUCK DIMS BUCK DIMS �o � �FBo g ° L FLANGE FRAME EQUAL LEG FRAME FLOGE ADAPTOR FRAME { V FLANGE DIMS J FLANGE DIMS _I v(L z z z FLANGE & FLANGE ADAPTOR FRAME y a om$ oo ^ s EQUAL LEG FRAME �r, a � � o V W • �� ,: CENSR ��i H PRODUCT REVISED .7 2 \ as co 1 in with the Florida NOTE: Bu![ding Codeo g GLASS CAPACITIES ON THIS* SHEET ARE NOQ-No. 75-0929.13 E4 E4 Ex (ration Date 09/2212020 BASED ON ASTM E1300-09 (3 SEC. GUSTS} P ATS OF . ��dy`� BrowingAno.AND FLORIDA BUILDING COMMISSION . oRluP.• \�� WIO STD. MTG. RAIL: H,D. MTG. RAIU DECLARATORY STATEMENT DCA05-DEC-219 Miami a Product Control ma I 1 20 6 �//��•�..... /i I® lib 1N sheet 2 of 11 ' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSFV v (XOX SIZES) (XOX SIZES) o I STD. MTG. RAIL H.D. MTG. RAIL STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLASS 'TYPES GLASS TYPES GLASS TYPES GLASS TYPES Z b FLANGE DIMS. BUCK DIMS. 'A'&'Al', Vk'Bl' 'B' k 'Bi' FLANGE DIMS. BUCK DIMS. 'A'k%', 'B'k'BS' 'B' k 'B1' V. & 'cl. 0 WIDTH HEIGHT WI '_. HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) � •••• 74' 73' 65.0 65.0 80.0 90.0 74 73" 65.0 65.0 80.0 90.0 65.0 65.0 O y O • Ow.Q U •e•• • ••e• 106-1/4" 26" 105-1/4" 65.0 65.0 80.0 90.0 106-1/4' 26" 105-1/4" 25" 65.0 65.0 80.0 90.0 65.0 65.0 • L+ • 111" 110` 65.0 65.0 80.0 90.0 1f1' 110' 65.0 65.0 80.0 90.0 65.0 65.0 ee ee� .� a •e;e 74" 73' 5.0 65.0 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 65.0 65.0 • • • e 106-1/4" 38-3/8" 105-1/4' 37-3/8' 69:' 65.0 80.0 90.0 106-1/4' 38-3/8" 105-1/4" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 • •e•�e • • 111" 110" 65.0 510 80.0 90.0 111' 110" 65.0 65.0 80.0 90.0 65.0 65.0 Q' !�! • ••• 74' 73" 65.0 6 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 65.0 65.0 4 y�,� •e•i• � e•.� 106-1/4' 50-5/8' 105--1/4' 49-5/8' 65.0 65.0 0.0 90.0 106-1/4" 50-5/8" 105-1/4" 49-5/8' - - - - 65.0 65.0 •• 65.0 65.0 8 90.0 111' 110" - - - - 65.0 65. , • 6 .... 74' 73' 65.0 65.0 $0.0 90.0 74" 73" 65.0 65.0 80.0 90.0 65.0 .0 � � •e•• e • 105-1/4" 63' 105-1/4' 62' 61.6 61.6 80.0 9' 106-1/4" 63" 105-1/4' 62' - - - - 65.0 65.0 Q m e•• i ••moi 1f1" 110' 60.0 60.0, 80.0 90.0 111" i10' - - - - .0 65.0 •• N U w v C M L z O �� (1/3w) (1/3w) (1/3w) (1/4w) (1 2W (1/4w) g 0 O m:CJ 0 to cq OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATI ENT BE 1/4 OF THE WINDOW WIDTH 0 ,M rn � z� n 'XOX' X' " JZ"-TYP. BUCK DIMS Jf' TYP. CK D1MS BUCK DIMS a !Q o � FLANGE FRAME EQUAL LEG FRAME F ADAPT Ig FLANGE DIMS FLANGE DIMS FLANGE FLANGE ADAPTOR FRAME EQUAL LEG a AME n as PRODUCT REVISED _ No 0592 as complying with the Plorlda NOTE: Building Code .. v GLASS CAPACITIES ON THIS SHEET ARE NOA-No. 15-0929.13 E4 kE- A- BASED ON ASTM E1300-09 3 SEC. GUSTS r TA7EOF drawing no. t ) Expiration Date 09/2212020 '•AND FLORIDA BUILDING COMMISSION . .'�OR1Up.•• �14f 1 1201 s • ... �,•� W10STD, MTG. R IL: D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC---219 BY / aS' Miami=U a roduct Control ////j...... � sheet 2.1 of �1 • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF E (XO OR OX SIZES) (XO OR OX SIZES) STD. MTG. RAIL H.D. MTG. RAIL STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL m GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPE GLASS TYPES O to m � BUCK A&AL, 'B'&'01' B At 'B1' BUCK DIMS. `A do Al, '11'011' B' !c Bl C' k C1 .. WIDTH HEIG. _ EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(--) EXT.(+) INT.(-) a 0. 25-1/2' 5.0 65.0 80.0 80.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 00 au. U 36" 25" 6r. 65.0 80.0 80.0 7-15/16 25" 65.0 65.0 80.0 8010 65.0 65.0 g,N 52-1/8° 65.0 65.0 80.0 80.0 82-1/2" 65.0 65.0 80.0 130.0 65.0 65.0 � p 73" 65.0 6 80.0 80.0 54-3/4' 65.0 6560 80.0 80,0 65.0 65.0 0 I+! ••• 25-1/2' 65.0 65.0 80.0 80.0 7-15/16 37-3/8' 65.0 65.0 80,0 80.0 65.0 65.0 V ?„iISO* • •••• 36" 65.0 65.0 80.0 82-1/2" 65.0 65.0 80.0 80.0 65.0 65.0 • • •i• •• 37-3/8" f it 52-1/e" 65.0 65.0 80A 80.0 54-3/4" 65.0 65.0 80.0 80.0 6 .0 65.0 Q • •••• •�j • 73" 65.Q 65.0 80.0 0 7-15/16 49-5/8" - - - - 65.0 65.0 •f�0, p • • 000000 • • 25-1/2" 65.0 65.0 80.0 80.0' 82-1/2" - - - - 65.0 65.0 Q• H 6 • Ij.•Z a •• ••• 36" 65.0 65.0 80.0 80.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 • • .. •• " • •••• 49-5/8 z 52-1/$" 65.0 65.0 80.0 80.0 7-15/16 62" - - - -- 65.0 65.0 �f w•�� • •• 000 73" 65.0 65.0 80.0 80.0 82-1/2" - - - - 65.0 65.0 • • • 25-1/2" 65.0 65.0 80.0 80.0 • • •i• •• ••• • 36" 62„ 65.0 65.0 80.0 80.0 • ; • •4•• 52-1/8" 65.0 65.0 80.0 80.0 t° •• 73' 1 60.2 60.2 1 80.0 80.0 (1/3W) (2/3W) = - �i oLLJ (1/2W) (1/2W) d Cr G OPERATING VENTS T E 1/3 OF WINDOW WIDTH x p =cV o 'XO 0. X' NM m M OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH o LL- 'XO OR OX' � oa � BUCK DIMS � x g Aga 00 r � E' FRAMF FIN FRAME �\\\111I!l111/ PRODUCT REVISED as comp Ing with the Florida Building Code NOTE: - 3 NOA-No. 15-0929.13 GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Explratlon Date 09/22/2020 ,' STATE OF �.�� drawing no: AND FLORIDA BUILDING COMMISSION 14AY 1 1 ZO •'• P:••�� W10-18 STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 Mlaml-D a Product Control '//�t/�i�®��1� �\� sheet 3 of • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY -- PSF � v (XOX SIZES) (XOX SIZES) o 0 STD. MTG. RAII, H.D. MTG. RAIL STD. MTG. I2A11 H.D. MTG. RAIL H.D. MTC. IiAII. r. GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES BUCK DIMS. `A'k'A1'. 'B`&`B1' 'A' k 'B1' BUCK DIMS. `A`&`AL', 'B`dc'B!' 'B' &'BI' WIDTH HEIGHT +) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) } W N Q 73" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 `-85.0 65.0 G v 105-1/4" 25' 65.0 .0 80.0 80.0 105-1/4" 25" 65.0 65.0 80.0 EEO 65.0 65.0 110/ 65.0 65.` 80.0 80.0 110" 65.0 65.0 80.0 50.0 65.0 65.0 73" 65.0 65.0 .0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 0 • see • 105-1/4' 37-�3/8' 65.0 65.0 5 80.0 105-1/4" 37--3/8" 65.0 65.0 80.0 80.0 65.0 65.0 ��,.�; •• •;' �•� ••• 110" 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 65.0 65.0 Q�C�, • • • • 73" F65-0 65.0 80A O • •• ••• 73" 85.0 65.0 80.0 80.0 65.0 65.0 � • 105-1/4" 49-5/8" 65.0 80.0 80.0 105-1/4" 49-5/8' - - - - 65.0 65.0 • G • • ;• •• N •• ••• 110" 65.0 80.0 80 0 110" - - - - 65.0 65.0 �• • •• ••65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 : •62" 61.6 80.0 80.0 105-1/4" 62" - - - - 65.0 65.0 •••••• 110" 60.0 60.0 80.0 50.0 110" - - - - 65.0 65.0 •<•��Q • • • •see ••• •• • ••• Pee U m •i � M CJI M (1/3w) (1/3w) (1/3w) 4w) (1/21f (1/0) r z O U-3CC � g c v �N a OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 4 ,, THE WINDOW WIDTHN C- 0 'XOX' 'XOX' z LL. o � o m r V �� BUCK DIMS i' c 0 cl LS FRAME ' N 00 m FIN FRAME a : g `V%%%►1111111111/ PRODUCT REVISED as11yin with the Florida 70582 , Building Code f GLASS CAPACITIES 'ON THIS SHEET ARE NOA-No. 15-0929.13 : a E4 E4 BASED ON ASTM E1300--09 (3 SEC. GUSTS) Expiration Date 09122/2020 OF ., Browing no. AND FLORIDA BUILDING COMMISSIONly , � ` W10-18 STD.. MM. RA,ILz �,�, ty1TG. RAIL: DECLARATORY STATEMENT DCA05-DEC�--219 Miaml-D a ro duct Control 14AY f. 1 29 / �S'� /fr�®Na� �� sheet3.1of11 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS t, 075" Interlayer .075" Interlayer o Saflex CP With PET Core Soflex CP With PET Core I By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' C) OR OR Z �!: 090" Interlayer 090" Interlayer 1/8" HEAT STREN'D GLASS 0 Saflex Clear And Color Gloss Saflex Clear And Color Gloss By 'Eastman Chemical CO.' By 'Eastman Chemical Co.' n_ OR OR IL 0er 90" Interla 090er' interla .075" Interlayer O O 4 Y Y Saflex CP With PET Core By 'Eastman Chemical Co: �y SentryGlas SentryGias 0 .. fV By 'Kuraray America, Inc: BY 'Kuraray America, Inc.' OR d�y OR OR .090" Inte 090' Interlayer 090" Interiayer S nttryGlosrtayer Yi 4M a •••• Kuraray Butacite PV8 Kuraray Butocite PVB By 'Kuraray America, Inc.' $ O r ••• • 0000 By 'Kuraray America, Inc.' By 'Kuraray Americo, Inc.' �� ••• •• 1/8" ANN. GLASS 1SI/8" HEAT STREN'D GLASS 1/8" HEAT SGLASS �� 4 • •••• SILICONE SILICONE SILICONE �i • •••• • • z °A GE 1200 _z 00 GE 1200 z m GE 1200 u •• ••• DOW CORNING 899 • • Mi DOW CORNING 995 DO CORNING 995 DOW CORNING 995 .Jr r O.r$ S • •••• • ! j j I ��a� F• � •• I :f • • • • • •• ••• O O OI<r to �•i Fi M N E8 E8 Ea AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES v1 W M7 WIDER THAN 36" M7 WIDER THAN 36' fA M7 WIDER THAN 36" in 0 ,�-1 M GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' 0 W 5f1$ ,NOMINAL LAM. GLASS 5/16" NOMINAL LAM. GLASS 5/16" NOMINAL LAM. GLASS 0 Cn it r]j rn 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS N N r N 0 M .075" Interlayer .075' Interlayer 13 ,°n' Soflex CP With PET Core Saflex CP With PET Care Z L By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' O o OR OR �^ _ O 090" Interlayer 090" Interloyer 1/8" HEAT STREN'D GLASS O Q Saflex Clear And Color Glass Saflex Clear And Color Glass g U r By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .075" Interlayer 1/4" AIR SPACE .090" lnterloyer 1/4" AIR SPACE .090" Interlayer 1/4" AIR SPACE Saflex CP With PET Core SentryGlos SentryGlos - By 'Eastman Chemical Co.' By `Kurcray Americo, Inc: By 'Kuraray America, Inc.' OR 1/8" ANN. GLASS OR OR .090Interlayer .090" lnterloyer 1/8" HEAT STREN'D GLASS .090" Interlayer 1/8" HEAT STREN'D GLASS SentryGlos Kuraroy 8utocite PVB Kuraray Butocite PVB By 'Kuraray Americo, Inc.' c S v S 8 By 'Kurcray America, Inc: By 'Kurcray America, Inc.' o o 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS PRODUCT REVISED re as com lying with the Florlda in 3 a a Building Code z a SILICONE SILICONE SILICONE NOA-Ho. 15-0929.13 z GE 1200 z 04 GE 1200 z m GE 1200 5 U) DOW CORNING 899 DOW CORNING 899 rn DOW CORNING 899 Expfratlon Date 0912212020 " M1 DOW CORNING 995 M1 DOW CORNING 995 . M1 DOW CORNING 995 y :t \ O :j \ � j By a Ogdo of o XL EDGE SPACER XL EDGE SPACER XL EDGE SPACER Mla7llWdle Product Control c S o $ ? ST. STEEL BY 'CARDINAL' SL STEEL BY 'CARDINAL' ST. STEEL BY 'CARDINAL' DURASEAL BY 'QUANEX' 0 DURASEAL BY 'QUANEW DURASEAL 8Y 'QUANEX' ��\�\tti�t AH OR N OR OR Eq SUPER SPACER BY 'QUANEX' Eg SUPER SPACER BY 'QUANEX' Eg SUPER SPACER BY 'QUANEX' `� `',! EfJ3F '•;�9 N N M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES 05 J • GLASS TYPE- 'Al' GLASS TYPE. 'B1' GLASS TYPE 'Cl' 0.70' OVERALL INSUL, LAM. GLASS 0.70. OVERALL INSUL LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS (S.M.I.) y 4 + OF �� drawing no. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING /i/ /� ��\� EXTERIOR PLY OF GLASS TYPE 'Al', 91 & 'Cl' MUST BE TEMPERED. /Jf1lllitttlt (sheet 4 of 11)1 EE ELEV ANCHORS SMETAL TRUCTURE FLANGE & FLANGE ADAPTOR FRAME 1 BY FOR SPACING o WOOD BUCK I TYPICAL ANCHORS x \ SEE ELEV. "4 °' a ° ° EOGp DIST: FOR SPACING r� E-------_____ --- _ Z iti0 3 mv r-----------•--------i a d.. • .4 ° e, e,' g o i i M1AMf-DADE COUNTY APPROVED 1 Q o�j z 3 EDGE DIST. o I MULLION & MULLION ANCHORS I j \ \ i D = ►I SEE SEPARATE NOA II o " O IST. :t to I I 0 N \ 11 EDGE DIST. v L II Ob see �•o ••• •• L E7 1 Q 8 • • . ••:• TYPICAL ANCHORS a :4000: TYPICAL ANCHORS .�• • •i!i I�I' 1 i _r SEE ELEV. tsees - SEE ELEV. it FOR SPACINGFOR SPACING ••••••11169c; ..... I ��7 • !. i. 2 3J8' MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGi WDW. • a 01D Does• !i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM s- • • ••• • • AND TRANSFER THEM TO THE BUILDING STRUCTURE. r • : •• ••• 12 • • • t ! 2-3J8° MIN. TYPICAL ANCHORS: SEE ELEV. FOR SPACING m - _ i 01ALTRt�1C{} BY rELr (Fu=177 KSI, Fy=155 KSI) o ! N �.` INIT O_.2BY WOW BUic_ OR WOO[] aTFIIJCTURES' 0 FAIN PENT=fRA110fi s Q, i aacn1 .1 �� - `� THRU_18Y BUCKS 1N�O CQtC 1sdASQiVRY, _ N 0 w I WHEN USED THE MIN. WOOD BUCK 1 j/4' MIN. EMBED INT ,_f C (}Ft,MASONRY N i _ i x DEPTH Swat. BE 2W. THE USE OF DIRECTLY INTO CONC OR t A50NRY R4 0 •to fYi l Q !I v DEEPER OR BEVELED WOODBUCKS IS ,. - -p m 1-1 4 MIN.. �+ie_o INTO-CONC..__t}R__ ONI3Y d _ m PERMITTED. / z Z X14 SM5-0-R SELF DRILUNG SCREWS (Fv=74 KSI, Fy=58 KSI) Om — INTO vINTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") INTO METAL STRUCTURES ii 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) I oil i � 1 � m sv+ � ;i PRODUCT REVISED +TTICAL EDGE-0mmm8 y s � ! as complying with the Florida INTO CONCRE(E ANO MASONRY = 2-1/2° MIIV- a E g, 1 E7 Building CCodde 1 NOA-No. 15-0929.13 INTOfD STRUCTURE _ ,�.1 MIN_ + INTO M-E'i'AL STRUC7ttRE =,'3f 4° M1N� g�� " + Expiration Date 09/22/2020 M9 I WOOD AT HEAD, SILL OR JAMBS SG 0.55 MIN. W2 r , By ^r'�> 1 i9 Miami-Dt d oduct Control CONCRETE AT HEAD. SILL OR JAMBS f'c - 3000 PSI MIN. U11 W1 ; C-90 HOLLOW/FILLEO NORMAL WEIGHT' BLOCK AT JAMBS f'm = 2000 PSI MIN. oWaWEEPHOLES: B p W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH \` , I�IttlliiYY7� I i END WITH PLASTIC COVER � ,A+k4A. W2 - 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END `� '•' GENSF' do - e a W3 - 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END 2 : s, 42 ° EDGE ISIS ' v :v Tri a - a a ° TYPICAL ANCHORS \ '8 I •'•. ATE OF ,+� g p, TYPICAL ANCHORS drawin no. iBy SEE ELEV. ' e SEE ELEV. fq �/ y ♦ ORION.•'' ® % WOOD BUCK FOR SPACING FOR SPACING 1r1�1 ZO I �ii'4S�rl .•.. ��c7) W�O—•I H sheet 5 of 11 FLANGE & FLANGE ADAPTOR FRAME 1/4' MAX. BUCK WIDTH 1/4' MM, o SHIMS SHIMS -� VENT WIDTH VENT WIDTH z q TYPICAL ANCHORS FLANGE ADAPTOR FRAME 0 SEE ELA FOR SPACO O O 1/2" TYP Q 2CL a 0� d Q• O v IL Gee o � o - - -- _-- ��k�J •� • 000 obsess 40 so . .... Elm 9 �n I--.rFs..-SCREENS OPTIONAL _. -J = - - _.. _.._.. .,_.•_.. •._..� R ""iA • • o• ••• 8 WOOD STRUCTUR p �! • •••• • • !` • •• •• • • • w _ Q 1BY zi • ••• •a •�• WOOD BUCKS y# • XOX LAYOUT EXTERIOR TYPICAL ANCHORS • • •- • SEE ELEV. 2boos •• ••• FOR SPACING ••• • • MIAMI-DARE COUNTY • •• ••• • • • APPROVED MULLION T ••: do MULLION ANCHORS O V M SEE SEPARATE NOA m BUCK WIDTH BUCK WIDTH �� in { I- 1 ALTERNATE £3 0 \/ O ,rj w SWEEP LOCK 0 W ... r-_--1 i OPTIONAL TO •0 N '!:IF SPRING LOCK C7 s kl U 11Z ,14 _.. .. - - - r L __J/TYPICAL ANCHORS E4 SEE ELEV, FOR SPACING B R � H N 1/4' MAX. BUCK WIDTH 1/4' MAX, ` SHIM 1 SHIMS 0 o W w w w VENT WIDTH TYPICAL ANCHORS 1 O 2 °z z SEE ELEV. 1 TYPICAL ANCHORS FOR SPACING SEE ELEV. y 11 /4- METAL FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5AND 6 APPLY TO BOTH FLANGE FRAME ANDo FLANGE ADAPTOR'FRAMES. 2eL it ``,lttVllll//// STRUCTURE LEa -•- -SCREENS OPTIONAL _.._.. _ - - - __ •� : �• t -- PRODUCT REVISED N ,7 2 �_ o , c� as com 1 In with the Florida X Ee 1BY Building Code r 8 Es EXTERIOR WOOD BUCKS NOA-Na. 15-0929.13 � ' 'rte; W ° XO LAYOUT D•L,OPG. 1 a a Expiration Dae 0912212020 ®* ST OF 'd�� drawing no. 10, `�. ...... �� W 10--18 Miami- Product Control sheet 6 of 11 AL TSYEPEI ELEV. STRUCTURE STRUCTURE E QUAL LEG FRAME - 1 BY FOR SPACING w WOOD BUCK a ___ ____ ___ _ Sto SEEE�ELEIAT}CHORS 7m f------------------- 4 �� ^ o_ 1 e 4 a e FOR SPACING p j I MIAMI-DARE COUNT!' APPROVE f EDGE DIST: d 3 e a- -0 a. - 9 _2 o 5 -Z I MULLION & MULLION ANCH ° a 4' o x 3 DGE a s 1I SEE SEPARATE N0A ,. d N EOG DIST. f. N DGE I DIST. O O 1 11 J N V U _ ----- aGjl!�i Al2 a ••• 1.04 \ TYPICAL ANCHORS d • • •• ••• 1 EE ELEV.IC14ORS SFE ELEV. • • • • FOR SPACING • • i• boo: FOR SPACING N^ • S O% i 0 so ISO EQUAL 656RAME CAN BE INSTALLED DIRECTLY ii : •••• •• ••• IN70. OD, CONCRETE OR METAL STRUCTURES �z .- i. TYPICAL ANCHORS OUT THE NEED OF A WOOD BUCK. • • • •. SEE ELEV. .i• .• *% FOR SPACING ~` ••: • . • 2 3/8" MIN. •e •.• I 1/4" MAX, BUCK WIDTH y �j •�� • • I RIMS 1 v C • rn a a } ` . U M 2-3/8 MIN. 9 0 q cn oa -:-. :-•.- a �\ o C J \ C-4 C3, ss j C14 KO N = a Q M n W :3 WHEN USED THE MIN. WOOD BUCK c Z DEPTH SHALL BE 236". THE USE OF MIAMI-DADE COUNTY § 0 U, v s1. 1 DEEPER OR BEVELED WOODBUCKS IS APPROVED MUWON "' 0 W t PERMITTED. & MULLION ANCHORS (9 o d E6 SEE SEPARATE NOA U I t 9 BUCK WIDTH BUCK WIDTH I TYPICAL ANCHORS ELEV. FOR SPACING w c+ N H I I 1 i E7 =_- 04� c�ti' 33u' v 1 1 II } p4p U 0. 0. O Z X 327-z z zX W2 wl M3 � �. I .._.._.._„_.,_.._.._.._.._.. c �a; 0 001 a 2 W3 Irvow � ca B1 E2 - mi a PRODUCT REVISED as s iI i• ' d iI o' SEE ° complyinewith the Florida � , o• 'CORIDVDS92 CoyBuilding NOA-No. 15-0929.13 .•�''��•��`tt: In c Expiration Date 0912212020 EDGE Dl d TYPICAL ANCHORS • 80u. ELEV. d TYPICAL AACHORS lay SEE PFOR SPACING y �Pmduct14AY 112WOOD BUCK FOR SPACING A sheet of !1111151 7 1 ILLUSTRATNE DRS. ONLY TYPICAL ANCHORS O U EXT. OR INT. FINISHES oR SPAAC•ING FIN FRAME o NOT BY GI Z g E11 / 0 a I HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q� p E tai O ••'• • NOT BY CGI A. e� ••• •• ••• $ SMS (FU = 74 KSI MIN.) ••• • A2 2 I INTO A. WOOD BUCKS OR WOOD STRUCTURES `�� •• • '• '•' 1--1/2" MIN. PENETRATION INTO WOODi :. ..: BACK8ED el . • E3 1 CAULKING of i •.•• . so Poe ty z • w r i+ Il � i d C ! + Im r � � I Z 0 M I Q W v d I WOOD STRUCTURE 1/4' BUCK WIDTH 1/4' MAX. o Ri NOT BY CGI rn GAP GAP C o {� 1/2 MIN. i/2 MIN. O • q QI p Ji: a00 0 M � ^Cn oma .. v �� IBACKBED CAULKING r h—A in toiFL .SCREENS OPT. a 1i 1 w W2 I Ms E6 i ROUSE WRAP NOT BY CGI w1 E11 i I EXTERIOR e v g 2 W3 ` G B 2 E2 ��ltlilliiJf�� r BACKBEOA� CAULKING '.- .. . ��i� I e N$�`. �i N PRODUCT REVISED = HOUSE WRAP as complying with the Florida _ J a NOT BY CGI i 1/2' z Building Code v m • NOA-No. 15-0928.93 - Expiration Date 09122!2020 " ,0 3 OF ,l¢t,: drawing no. rnlc AL ANCHORS $y 14AY 1 1 ZO ,��, `'�ta�?�¢ � ,`` W 10--18 FOR SPACING Miami a Product Control ��® �tt1�� .sheet 8 .of 11 ITEM PART # QUANTrrY DESCRIPTION MATEIiIAT. MANF./SIJPPL[EB/RS�ARRS E1 CGI-100 - FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDER I E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER E3 CGI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER Z g H E4 CGI--103 - MEETING RAIL 6063-76 CGI EXTRUDER E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER g aY u E6 CGI-105 - HANDLE RAIU 6063-T6 CGI EXTRUDER 0'C v •• E7 CGI-106 - SASH RAIL 6063-T6 CGI EXTRUDER • C�i • E8 CGI-107 - 5/16' GLAZING BEAD 6063-15 CGI EXTRUDER •Q}� .• :•: •• _ E9 CGI-108 - 0.700" GLAZING BEAO 6063-T5 CGI EXTRUDER ••ij • • •••••• E10 CGI 109 -- FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER • • • • Et t CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER • • • • •• • ••• E12 CGI-135 - TF FRAME JAMB D FIXED GLASS 6063-T6 CGI EXTRUDER a • •• •• E13 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER VP : ••• •• •:• E14 CGI 139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER • • E15 CGI-140 - 1" MUNTIN 6063-T5 CGI EXTRUDER Me •g . •. ••• E16 CGI-141 -- 2.5" MULLION 6063-T6 CGI EXTRUDER • ••• 004*00 E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER Gf • • • • Ei so 18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 CGI-115 -- SILL FILLER 6063--T8 CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI-117 - HO LOCK RAIL 6063-T6 CGI EXTRUDER E22 CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER LO IA E23 CGI--109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER L O M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 6I-111 - SCREW COVER (OPTIONAL) PVC - M3 CGI-112 3' 0 ANCHORS EQUAL LEG COYER/SHIM PVC - O = M4 - 0.700' X 0.040" BEAD CE1200 SILICONE SILICONE GE U) SCI`" i° N (10rn � I M5 - 0-700" X 0.040' BEAD DOW 995 -SILICONE DOW O I"1 M M6 - 0.700' X 0.040" BEAD DOW 899 SILICONE DOW Z • M7 - 2/ LTTE SETTING BLOCK EPOM OUROMETER 80±5 SHORE A `n M8 - PROTECTO WRAP WATERPROOFING OR EOUIV. M9 684 - ROLLER TRACK PVC U M10 CCI-128 2 PER SASH ROLLER HOUSING NYLON M11 W23201NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. 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 M15 - OPTIONAL RETICULATED FOAM 30 PPI M16 CGI 134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. o w w w W M17 A30730401-32 . 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. PRODUCT REVISED t as complying with the Florida u,i# Building Code � z z z z M16 CGI-132 2PER WD. 2" SASH STOP PVC PROTOTYPE ¢�a a o 0 0 M19 CGI-111 C FR. HEAD SCREW COVER PVC PROTOTYPE NOA-No. 15-0929.4$ M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M Expiration Date 0912212020 M22 - VARIES W-FLO WEEP COVERS PVC AMESBURY OR EQUN H By 0 W.Mv OMia i- Product Control >S2 - 2 OR 3 PER CORNER 10 X 1 1/4" LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW S3 - 1 1/4" EMBED. 8 X 1 1/2" LG. PHL_ PH. SMS. FIN ANCHOR SCREW - " - `�111LL1111J1! S4 - 4 PIER WD. 8 X 1/2 PH. SMS. ST/ST BALANCE BRACKET SCREW - - �\ � o S5 2PER WD. # 8 X 1" LG. FH. SMS. ST/ST, SPIRAL B. ASSEMBLY - - �� ,. '•• • S6 - - f 6 X 1/2" I.G. FH. SMS. 0 CGI-133 & CAM LOCK - - ,; ;' ••' EN OM. RAIL # 10 X 4" I.G. PHL, PH. SMS. ST/ST. ASSEMBLY MEETING RAIL S9 _ 2 PER ANTILIFT ► 10 X 5/8" I.G. PHL. PH. SMS. ST/ST. ANTLLIFT SCREW $ =u ® TH OF � drawing no. - MAY i 1 zoi w10-1 s AL�t� ` sheet 9 of 11 . • ••• . . . . ••• . ••• . . • ••• •• . . . . • IJOEO-0lM 1Ntl-d1+1 3 • • •i• ••• • z6_99-£6s (s0£) Xtld 0659-£6s (s0£) •131 QHS SHI 3SNVHO ON 91-m-M 0 -44� O 0 BLs9 z9Z(408•)7C1/d OOtie b8Z(90E)113i r 133HS%U 3aNVHa ON S1`BG'80 � ZL!£� '�� (YVb'IYV (sass 'nr ro) Ewes valaot-t'IWvIW 133 15 FilSZ 'M'N 00l0! si u 313W" ON 51.01.40 3 :,cq 'a� " I o ov&3 f � ""ct*4sSM�,,,A,6 13EL4 =squ 3'J ally ON 51.61.40 O - —'i'AmWcio%mdj�Z�► �"'y"` +�,I Lla�4 'DUI 'SJOO(] PUD SMOpUlntl I�o aaa a�oz of a�.v6dn a1•sa•a6 a .1 = .z/1 :•��a � � a add Mrd ••,, d (TYiS�'I'�1) 'NOM 9iJI0fiS Zl2lON W(lltl OZ! l3l�IN3S 5312CiS uo� masa a NOuva0n ou of-sz-£o v °7 b.J. �:� aUO!NAa� :yup N CO N ®� !: o }, LLI 04 flit V W W U0 LLmii U o CS n Q O a O T O ` T— a N v m �1 v1 yw N r• t W- O ys o �r3�r ,d L H � A � o p �cx mLLJ � CL 090 Z IN R� to OL ]� to �. a ,• v E: O W � cn o O Z a vii, o 'a o • so SN W t6 W O_ O M � O O N O N obi N N M _:2Lj 1 O � O /Y� 00 W CD •9 J Z ap X O C4 i S � Q o T ham--•'� � E'? cq- IR C4 o g sx N v t»O Li in O v ypy..• Uj m rt W N U- f_A �y, N O jam- T N W N U') Q G = r Q� tf G LI V) � 1� y is N o W t9 CV lJ O N � M N N M m CO m .-:1N r X om. u) g W a W h a ZE N N rM W Lr) LL,L. O 1L N �p 0 p� N W LC W O LL. to QW 0! L C7 J O W 7�-O W rQZ LCL W co U9N rIn O • N W •? W r � • • • ••• • • • • • • • • • • • 100£0-0 M\7Md—dW00 • ••• 000 •• Z699—£69 (SO£) 'Xb'j 0659—£6S (SO£) 131 193HS SIHL 3ONWO ON s tZO- O O �� 6 CO r et6�zez fsOE)'xvd ooxs-bsz(soal- ZL L�� '�� '1WtIlW IMHS SIHl 3JNYHO ON St•S11e0 i 133HS SIM 3ONVHO ON WO1'40 3 a7 (RESS 'N'D O) •• • l Z4TQ0 VQRf0-ici`4WV%W J338iS H19Z WN OO l O l t33Hs slHs 3ONVHO ON SVOV a0 O OOE;34 " �� 'auj 'eJOO(3 PUD SMOPUA 100 0� *= of MiYOdn vt•6o•so a. M3Wd noomd SMSNIor u011cumsepa o ou a ami Nouvaaaal d00*�;fa-w (rvrsh l) .S SNIMS 72 �mr�l S S31�fl5 :suOlslna-J ot-6z-eo :•}cp' o t � IL i�y ca d CA N tlt N N Q Of tl Lu z -20 v C D E=x Oar �= ' L E a a m �\ p f�L�mz to m� \ ujm z r u z 0 U t� � a w x a z O O 0. LLJ } v � 49" 48" 49" [i U FLANGE WIDTH CNI BUCK WIDTH FLANGE WIDTH TYPICAL ELEVATIONS O • D.L. OPG. 2 D.L. OPG. D.L. OPG. 6" MAX. 18" MAX. 1Z 3 HEAD/SILL A 3 SHORTER 8 Al 4 Mqk leo ' z CORNERS SIDES �o s SoRlc�R ME ANCHOR SPACING SHOWN HEREIN APPLICABLE .03 ° a fS�pFfp TO FLANGE AND FLUSH FRAMES. o 0 SEE SHEET 1.1 FOR FIN FRAMES. 1L G ••••� • •!• ••••:• tl It • tl It m� tl It '••' L] • V�V •••••• _ LI_ Z II II •••• • act =it--==—ti-- --- W • G w M II II 14 II rD V !I ll •••• • Q Q •••••• II II II fl VI II ••• � � 0 • • II II Cl II II II II • ••••• II II II I1 ••• � �Q • • C 11 II II II Il li •••• ..// J ••••• h C3 II II 11 II II II BUCK HEIGHT Q O iIiILIIt �� 1II1Il — -yIIII �r II W rc9y �•• Z •••••• D.L. OPG. •• ' W a •• • Ow -- — — =71 'rn w i_ 0) o V) .:z O • •• ze o II II CG vi +I I I O I I 11 I I I I s0'�i�Qf rn — II------I _ -- I I II W Vl II II w u ----u---- ---_al---- —�--- 11 v, u u o 9 ii ii nII nII uH nII i ---- -----un j,=— = i $ to_ --o p U') =t O tit JLC_--II 11 Ci 8 B3 Bl I i II ° " V) 0 O M ri (SURFACE APPLIED) 18" MAX. 6" MAX. 18" MAX. 6" MAX. 17" MAX. z Z OPTIONAL SHORTER HEAD/SILL SHORTER CORNERS STRAIGHT Z_ Z In SIDES CORNERS SIDESSIDES to O '9 FLANGE', I& 'FLANGE ApAPTOR FRAC EQUAL LEG FRAME a � � W. WIDTH U WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WIN WINDOW WIDTH W. SERIES 130 SENTINEL �JMINIIM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER c� I I c� I N z z CHARTS SHOWN ON SHEET 2. � I � ., � •r I �� I $ o APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 3 { I I I r I o v OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY L — J L — _ APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS $ IN BETWEEN. WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH W. WIDTHd AAYLITE OPENINGS: LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL II I D.L.O. HEIGHT = BUCK HEIGHT - 3.00" in WILL APPLY TO ENTIRE SYSTEM. — —I r — — --— — — I I D.L.O. WIDTH = BUCK WIDTH — 3.00" b; - - z LAM. GLASS ° ¢ o 0 0 THIS�ROD :#IAS BEEIQ DESIGNED AND TESTED TO COMPLY WITH - REQL*, ENTS-'b THE FLORIDA BUILDING CODE,INCLUDING._H1df 3nLoa I ' l , INSULATING LAM.GLASS o o W +IuR CAN 3:tp r LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER I I SMALL MISSILE IMPACT a LOADS TO THE STRUCTURE. L J Engr. JAVAD AHM o N ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML PRODUCT REVISED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA PE 78 as Building odwilhtheFlar3dB c � CAN. 538 iiuilding Code T ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE,RA FOR LAW &,_,SMALL MISSILE-IMPACT,! Acceptance Na Ui m NOT PART OF THIS APPROVAL. SHUITER5 AR€_N4T F2EQUIRED, 2015 ration bate , tj A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD ONLY. By drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Miami de ProductControI COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS W1 0— REQUIREMENTS OF THE FLORIDA BLDG. CODE. SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. sheet 1 of 6 48" 48" 46" BUCK WIDTH BUCK WIDTH BUCK WIDTHTYPICAL ELEVATIONS `^ 0 D.L. OPG. D.L. OPG. D.L. OPG. N �+ 6" MAX. 16 MA)C. HfAD/SILL A2 �STR�AIGHT� i :O CORNERS SII DES I p °FS vs tv a S/ z °FZ 100 a .. (n " A •. II II II .. II II J---__ II_ mZ _II__-- II 0000 •Iq� G •� 0000•• ------ ------=1I-- w -Tt --_=fl= • t • II II II II ip O II II 0000 Q i••••0 II II II 11 U II II ••• � Q • • II II II II II II • !JJ °� • 0000• li II II 11 II II ••• .O • • II II II II 11 II -� 0000• -----�I---- ---�L-----�1---- II __J1---- 96" ••• • • ---- --- solo••• C2 II n u n II II BUCK WIDTH + • II / n n /, n n u •• � w�� •• II / II II II II / 11 • Z •00s0• D.L. OPG. • •••• • • • s c G3 . p II II OV� • •0.0•• co = O -_-- �l -- — ----- t0 x O ---- �� — �I----- w -m O ==_—JL__"�—1L_ G 0 �. •0• • • • -----Ir-----jr----- a, -- Ir ----71--- cn All -- U II II V NJ V -1 II II �o .. O o II II , 0 > G 11 v, m I I I f m m I I S/� � in---- Ln LO dXOwI �I II Q =�t==== ____ �� m I II �r----II a (j 1i sz II �� II � =Cq o M N�� N FALSE MUNTINSGI O M (SURFACE APPLIED) 16" MAX. MAX. 16" MAX. 6" MAX. 16 MAX. O J m CORNERS Z z OPTIONAL STRAIGHT HEAD/SILLSTRAIGHT STRAIGHT u- SIDES 3 �' SIDES CORNERS SIDES O - N 0� v 0m FIN FRAMES ta w w w N ALTERi�IATE SHAPEHOWN ON SHEEP 1 ALSO AVAILABLE FOR FIN FRAMES ° WLa 0 00 o a o z =I:) z 0 4.1 td d _C Nvo � o chi ■ O O 1 Engr: JAVAD AHMAD PRODUCT REVISED p CML complying with tha Fkdh I FLA. PE f $ :.,,'ng Code ; o 38 - CAN. Accep°a cc No j�� ©1 Ex 'ratio` By mA 2015 Miam' ade Produc:.= drawing no. woo—o2 sheet 1.1 of 6 DESIGN T113 t;APACI7'Y kms, DESIGN LOAD CAPACITY - PSF _ W �� v . . : FIANGE DIMS. BUCK DIMS GLASS TYPE5 C&_Cl GLASS TYPES D k'DL FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C&`Cl GLASS TYPES D Le'Dl' i WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) ! 7CT,(+) 1NY(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) INT.(-) � o 24° 23" 80.0 80.0 80.0 80.0 24' 23" 80.0 80.0 80.0 80.0 W -11J 30' 29" 80.0 80.0 80.0 80.0 W. 114" 29" 113" 80.0 80.0 80.0 80.0 36" 35" 80.0 80.0 80.0 80.0 36" 35' 73.0 73.0 80.0 80.0 I 0.O 42" 36. 41" 35, 80.0 80.0 80.0 84.0 4i" 40" 61.4 1 61.4 50.0 80.0 v 48" 47" 80.0 80.0 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 ,... 54' 53" 80.0 80.0 80.0 80.0 34' 29" 80.0 80.0 80.0 80.0 g � U 'ttzo" 11s' tft 60" 59" 80.0 80.0 80.0 80.0 36" 35' 72.4 72.4 80.0 80.0 D 61" 80' 80.0 50.0 84.0 80.0 39" 35" 65.9 65.9 80.0 80.0 CF tE >� 8 24" 23" 80.0 80.0 80.0 80.0 24" 23" 80.0 80.0 60.0 80.0 NOTE. go 30' 29" 80.0 80.0 80.0 8Q.0 30" 28" 80.0 80.0 80.0 80,0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED ; e �'� ••••;• 35" 80 f1` 80.Q 80.0 80.0 121" 120" VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. •• �•�...aaafff • 36" 35" 72.3 72.3 80.0 80.0 •••• z {g• �� ••••i• 41" 47, 70,2` 7{k2 80.0 80.0 39" 38" 65.8 65.8 80.0 80.0 •••: t:LL • • • 48" 47" 61.3 61.3 80.0 80.0 ••• 54" 53" 61.3 61.3 80.0 80.0 BUCK DIMS Xz" T(P.*••• Q W •S•� ••••• 60" 59" 61.3 61.3 80.0 80.0 00:6 •••••• ••••• 61" 60" 81.3 61.3 80.0 80.0 •1IttN`LOAD CAPACITY_ P�1?i • • • •••• • •••• TE • • 24" 23" 80.0 80.0 80.0 54.0 FLANGE DIMS. BUCK DIMS. GIA$$'TYPES 'C"�c'Cl' GLASS TYPES 'D'&*Dl' FLANGE FRAME : • • a •••.:• 30" 29" 80.0 80.0 80.0 80.0 WIDTH W LENGTH L WIDTH W LENGTH LINT O C ) O { ) EX-,(+Y INTO- Dff.(+) .(-) 36" 35" 80.0 80.0 80.0 80.0 19-1/s" / " • • •••••• 15 1 8 80.0. 90.0, 80.0 80.0 FLANGE DIMS I •• •••• ov) • • 42" 60. 41" 59, 70.2 70.2 80.0 80.0 26-1/2" 25-1/2' 80.0 80.Q 80.0 80.0 •'n 48" 47' 61.3 61.3 80.0 80.037° 36" 80.0 80.0 80.0 80.0 BUCK DIMS t.._ Ln 54" 53" 54.3 54.3 72.5 72.5 48" 2G," 47" 2Y 80.0 80.0 80.0 1 80.0 Qx O l j v 60" 59' 48.8 48.8 65.1 65.1 53-1/8" 52-1/8" 80.0 80.0 80.0 80.0 p tL 61" W. 48.8 45.8 85.1 85.1 61° 60" 80.0 80.0 80.0 80.0 � 24" 23" 80.0 80.0 80.0 80.0 19-1/8' 18-1/8" 80.0 80.0 80.0 80.0 cV o 30" 29" 80.0 80.0 80.0 50.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 EQUAL LEG FRAME "ter' 3 N,j 36' 35" 80.0 80.0 80.0 80.0 37" 36" 80.0 80.0 80.0 80.0 �j O A " z o 9 42" 72, 41° 71, 70.2 70.2 80.0 80.0 48" 38-3/8' 47" 37-3/877.1 77.1 50.0 80.0 BUCK DIMS Z Z LL 48" 47" 61.3 61.3 80.0 80.0 53-1/8" 52-1/8" 77.1 77.1 80.0 80.0 1 3: O 54" 53° 54.3 54.3 72.5 72.5 61" 60" 77.1 77.1 60.0 80.0 ,�; or?: .. 60" 59" 48.8 48.B 65.1 65.1 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 go 61" 60" 48.0 48.0 64.0 64.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 37" 36" 80.0 80.0 80.0 80.0 FIN FRAME 50-5/B" 30' 29" 80.0 80.0 80.0 80.0 48" 47" " 61.3 61.3 80.0 80.0 36° 35" 78.2 78.2 80.0 80.0 53-1/8" 52-1/8" 49-5/8 58.0 58.0 77.4 77.4 BUCK DIMS W 42' 84" 41" 83, 70.0 70.0 80.0 80.0 61" 60" 58.0 58.0 77.4 77.4 48' 47° 61.3 61.3 80.0 80.0 75--1/4" 74-1/4' 58.0 58.0 77.4 77.4 co i N 54" 53" 54.3 54.3 72.5 72.5 93-3/4° 92-3/4" 58.0 58.0 76.5 76.5 FLANGE ADAPTOR FRAME ;3 ; a Lu 56" 55" 52.4 52.4 69.8 69.8 19-1/8' 18-1/6" 80.0 80.0 80.0 80.0 62° to 24" 23" 80.0 80.0 80.0 80.0 26-1/2' 25-1/2" 80.0 80.0 80.0 80.0 FLANGE DIMS I °� z °z 30° 29" 80.0 80.0 80.0 80.0 37" �, 36" 80.0 80.0 80.0 80.0 36" 97, 35" 96° 75.6 75.6 80.0 80.0 48" 47" 61.3 61.3 80.0 80.0 h 42" 41" 65.2 65.2 80.0 80.0 53-1/8" 52-1/8' 55.3 55.3 73.7 73.7 NOTE; c " 48' 47° 60.6 60.6 80.0 80.0 61` 60° 48.0 48.0 64.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE j>,q2-> 49' 48° 59.6 59.6 80.0 80.0 75-i/4" 74-1/4' d6.5 46,5 61.9 61.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) a 24' 23" 80.0 80.0 80.0 80.0 19-1/8" i8-1/8" 84.0 80.0 80.0 80.0 AND FLORIDA BUILDING COMMISSION 34' 29" 80.0 80.0 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 DECLARATORY STATEMENT DCA05-DEC-219 0 36' 102" 35° 101' 74.6 74.6 80.0 80.0 37" 76, 36" 75' 78.9 78.9 80.0 80.0 Engn JAVAD AHMAD CML PRODUCT REVISED 42' 41" 65.7 65.7 80.0 80.0 48" 47" 61.3 61.3 80.0 80.0 FLA. PE # 70592 °9 complying with the Florida a 48° 45" 59.3 59.3 80.0 80.0 53-1/8" 52-1/8' 55.3 55.3 73.7 73.7 C.A. 3535 BuildingCadeAA) m ` Acceptance No -16f- .Q m 24' 23' 80.0 80.0 80.0 80.0 61" 60" 48.0 48.0 64.0 64.0 ft 'cationDato $ u 30" 29" 80.0 80.0 80.0 1 80.0 x %. 36" 108" 35" 107' 73.8 73.8 80.0 80.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 t 015 Nliem' de Product Control drawing no. 42' 41' 62.4 62.4 80.0 80.0 W1 0-02 44" 43" 59.1 59.1 80.0 80.0 sheet 2 of 6 3/16" ANN. GLASS 3/16" HEAT STREN D GLASS U u .075" Interlayer .075" Interlayer o Saflex CP With PET Core Soflex CP With PET Core o By 'Eastman Chemical Co.' BR 'Eastman Chemical Co.' .090" Interloyer 090' Interlayer —' Saflex Clear And Color Glass Saflex Clear And Color Glass 1L tv By O m I QR 'Eastman Chemical Co.' 8R OR Chemical Co.' H a .090" Interlayer090" Interlayer v DuPont SentryGlas DuPont SentryGlas By '£.I. DuPont De Nemours & Co., Inc.' By 'E.I. DuPont De Nemours & Co., Inc.' OR OR t] u .090" Interlayer .090" InterloyerO DuPont Butacite PVB DuPont Butacite PVB O W �� By 'E.I. DuPont De Nemours & Co., Inc.' By 'E.I. DuPont De Nemours & Co., Inc.' a Ct10 3/16" HEAT STREN'D GLASS 3/16- HEAT STREN'D GLASS •• 1% 13�p� • 0000 a .� 0000.. z ai z 03 ...: Zy . i ! !� SIUCONE I �! SILICONE •.• J GE 1200 °� 1 j! j� GE 1200 0000 Q W• �� 0000• E3 DOW CORNING 899 E3 ! DOW CORNING 899 DOW CORNING 995 II !! DOW CORNING 995 *see ""'• 000000 00004 = 0 000000 !i 0000 • 00 0 • 00•0 000000 L IL V4 a 0008 OO • 0 J i2 000000 0-( 0 00 � 000 0 1 0 0 19 9 0 0M E M5 AT 1/4 POINTS ON LITES M5 AT 1/4 POINTS ON UTES fWk WIDER THAN 36" WIDER THAN 36' N IX `n .GLASS TYPE ''C'- GLASS TYPE 'D' ® 0 w M 7/16' OVERALL LAM GLASS 7/16" OVERALL LAM. GLASS (L.M.I. & S.M.I.) 3/16' ANN. GLASS 3/16" HEAT STREN'D GLASS V) 5 itCq gj � C-4 .075" Interlayer 075" Interlayer d O n Saflex CP With PET Core Saflex CP With PET Core z 0 3 ,n By 'Eastman Chemical Co.' By 0 'Eastman ChemZ Chemical Co.' Z OR .090" Interlayer .090" Interlayer cn $ OM Saflex Clear And Color Gloss Soflex Clear And Color Gloss By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 3/8" AIR SPACE OR 3j8" AIR SPACE OR .090" Interlayer .090" Interlayer DuPont SentryGlos DuPont SentryGlos SILICONE i>K SIGE 1200 3/16" HEAT STREN'D GLASS By 'E.I. DuPont De Nemours & Co., Inc.' By 'E. I. DuPont De Nemours & Co., Inc.' z O DOW CORNING 899 OR DOW CORNING 995 090" Interloyer 3/16" HEAT STREN'D GLASS 090" Interlayer DuPont Butacite PVB DuPont Butocite PVB I I I N v g By 'E.I. DuPont De Nemours & Co., Inc.' By 'E.I. DuPont De Nemours & Co., Inc.' M W li 0 0Y, V, 3/16' HEAT STREN'D GLASS 3/16' HEAT STREN'D GLASS I! !! I! o rQ a M4 1 I 'I � moo a t; SIUCONE SILICONE z z Z GE 1200 m GE 1200 1>0 DOW CORNING 899 i 'I DOW CORNING 899 SILICONE i i I DOW CORNING 995 M1 DOW CORNING 995 GE 1200 r �, I� ji Ij `� M1 I� jj Ij DOW CORNING 899 = m o d I l i i M DOW CORNING 995 0 ° XL EDGE SPACER XL EDGE SPACER H o P o U W LL O 1 I I > .1 5T. STEEL BY CARDINAL' ! ! ! ST. STEEL BY 'CARDINAL' E4 i i I OR 1 11 OPTIONAL GLAZING DETAIL :I E4 i• i• I OR DURASEAL BY 'QUANEX' ! DURASEAL BY 'QUANEX' ,GLASS TYPES 'Cl' & 'DI' OR OR d 0 SUPER SPACER BY 'QUANEX' 0 SUPER SPACER BY 'QUANEX' Er,gn JANAD AHMAD c II CML PRODUC11-1WVISED M iv W FIA. PES j 70592 as complying with the Florida c r F M5 AT 1/4 PO NTS ALL SIZES (, M5 AT 1/4 PO NTS ALL SIZES C.A.N. 8 Building Curie ! A W DC Aceeptasice N Jr` .Q o m GLASS TYPE C1 GLASS TYPE 'D1' Ex irationDute QQ 1" OVERALL INSUL. LAM, GLASS 1" OVERALL INSUL. LAM. GLASS - {S.M.I.} (L.M.I. ONLY) MAY 0 20 �y ARiaxn' Ade Pro uct Con W1 0-02 no. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING Yr I 0-02 EXTERIOR PLY OF GLASS TYPE 'Cl' & 'D1' MUST BE TEMPERED. sheet 3 of 6 _ _ r _s p( j{�EDGE DISTA► CES CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. TYPICAL INSTALLATION DETAILS;I INTO CONCRETE ANp_ MASO{�RY Z= MINI C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN. �� o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW WO V OOD STRUCTURE „_i 1 Iiia o iNT(�MEfAL��I'�tUGTifRE. to INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL 9 WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS ] ° N W� U FLAN FLANGES TYPICAL ANCHORS FLAN 1/4" MAX.SEE I �NGE' li 28Y WOOD BUCK FOR SPACING SHIMS 'ij j j I OR METAL VVV i! i! WOOD STRUCTURE TYPICAL ANCHORS v STRUCTURE E3 I 'I M2 SEE ELEV. Q XL • FOR SPACING V M2 TYPICAL ANCHORS • �1�,IE• ...... SEE ELEVII II O B S2 A 1 o FOR SPACING •• �' .1� •• E1 I _ v - 0000 a Wi•� • • ••• • 00.00 1-1/4°, 9. ' __ ••i• .. 0000•• 0000• v $2 MIN , 4.' •• • • ••••0• 0000 O • • a' v I I g • • • 0000•• °. v ..' D ➢ . TYPICAL• AI�PCHORS M2 a e N • ••••• • • v I SEE ELEV. ` E3 I j I j • • �--I.. •••••- 1 BY FOR SPACING I I !I w •• 066" • I • • WOOD BUCK o •:� •v u• •. E1 E3 o � 3 rw B 0 � v 1/4" MAX. 0 Xq H SHIMS EQUAL LEG EQUAL LEG EQUAL LEG E2 E UAL ,.. a N 2BY WOOD BUCK v M2 METALOR N N} " g I! I! WOOD STRUCTURE STRUCTURE d a 3 M E3 ° I I M2 TYPICAL ANCHORS Z Z .. _ SEE ELEV. O �. M3 S2 - d O U r —� .. M3 S2 TYPICAL ANCHORS a w • a.., _ .. �j �j SEE ELEV. v ' p_ j I i I FOR SPACING v °' E3 s to b '. P > , TYPICAL ARICHORS 1 I M2 o wLd � N I SEE ELEV." E3 !! !i TYPICAL ANCHORS 41 U 1 BY FOR SPACING I I 11 SEE ELEV. Ir WOOD BUCK FOR SPACING v o o a o z z Z) z WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. � in a a o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMu c w LL TYPICAL ANCHORS.: SEE ELEV. FOR SPACING X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. LO 114" DIA, TAPCON BY 'ITW' (FUa120 KSI, Fya92 KSI) INTO METAL STRUCTURES zC D11._ULTRAC�y'PLCO' (Fu�177 KSL 5-155•KSI}` STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) S „ Engr. JAVAD AHMAD PRODUCT REVISED b ,� ALUMINUM 1/$ 7HK. MIN. (6063—T5 MIN.) CML INTO 2BY WOOD BUCKS OR WOr3D STF�U�TVRES` as complying with the Florida I � _ - -_-- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED} FSA PE 70592c 1=1 2" MIN..PENETRATIONINTO WOOD C.A.M. 38 Building Code Acceptance No IS-041 0 0 J� � THRU 1 BY BU+ KS_INTO CONC-. Qty MASONRY14 SMS ORRJ I "UNQ SCREWS' (GRADE 2 CRS) Ex iralion Date ? MIN EMBED INTO COLIC QR MASORI,RY INTO MIAMI DADS Cf�EIIdTY APPROV05 MULLIONS (MIN—114K. "' I3y - - 1 00. Miami ado Pro uct C nirol drawing no. DIRECTLY INTO C71- flRCr+fASONRI' (NO SHIM SPACE} MAY 201 W1 0-02 EMt3Et3=IEtitTrD, CONC.-;OR MASONRY sheet 4 of 6 N TYPICAL INSTALLATION DETAILS �� o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW o lop �Z $ W INSTALLATI DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS I METAL. C `j WOOD BUCKS 0 CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY IMO CONCRETE STRUCTURES OR INT PPROVED MULLIONS d j�! S U FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPT o ii TYPICAL ANCHORS 1/4" MAX. SEE ELEV. SHIMS 28Y WOOD BUCK FOR SPACINGMETAL g 4 Q•�g j j? OR WOOD STRUCTURE TYPICAL ANCHORS o STRUCTURE • .0 E3 i SEE ELEV. FO •• �•Et �. B3 j' i M2 A3 R SPACING TYPICAL ANCHORS 4 I �_ a•a M2 SEE ELEV. •••� LL Z N•� 0.00•• o FOR SPACING "" S2 I ; N ° 0... a � 1.2• :0000: E2 I E6 _ 0000 ••:••� • Q _ • .•. 0000•• E6 E2Ila •• • —T` • 0000:• 1-1/4 , — :so: W s• �• - - - • �2 0 • N 000000 S2 MIN , v.= 00 �•.•..� • • •• ••• • 0*0000 • • TYPICAL• ANCHORS M2 N •; I SEE ELEV. " E3 $ N v 1 BY FOR SPACING j j! g Ix WOOD SUCK '! a E6 E2 E3 O rt x Ow . 2 3/8" MIN. 1/4" MAX. BUCK HEIGHT 1/4- MAX. ((n Lc �N o toWOU � NOT .S ,GI 1/2" MIN. 1/2' MIN. d O M e7 2 2 3/8" MIN. M2 BACKBED $ o FIN FRAME `\ CAULKING TYPICAL ANCHORS: S L.EV. FOR SPACING I I #8 _SMS (GRADE 2 CRS) _ =i _ ------ INTO 2BY WOOD B . S OR WOOD STRUCTURES _'._.,_: N LL N WHEN USED THE MIN. Waaa 1-1/4- MIN. P -' RATION INTO WOOD Et 1 BUCK DEPTH SHALL BE 0%". 5 THE USE OF DEEPER OR r N BEVELED WOODBUCKS IS - HOUSE WRAP E: E3 EXTERIOR vi u 5 PERMITTED. NOT BY CGI 0 O o z BUCK WIDTH BUCK WIDTH �r------------------- 1 _ ..--------•-------- l _-- 'Q MIAMI-DADE COUNTY II MIAMI-DADE COUNTY APPROVED I I p a a I I APPROVED MULLION I I MULLION & MULLION ANCHORS I I '> i; u I I & MULLION ANCHORS I I SEE SEPARATE NOA I I SEE SEPARATE NOA II II II I1 II 11 -I I- II II o I I I I L---------------------J Engr: JAVMLAHMAD ODlJC4i REVI$l3D 1I ev e — — — — —= FLA. PE 70592 US" , p[yirtg with the Florida 0 CA Buil Code b _. . I I Lan P I I 1 1 Acce L I iration ad ° u --- TYPICAL ANCHORS SEE ELEV. DYdrawing no. FOR SPACING Y Ul mi Dada Product tA, 0-02_02 #14 X 1" SMS. Y11 sheet 5 of 6 2.505 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS U U E1CGI-118 4/ WDW. FLANGE FRAME 6063-T6 - o I .068 E2 CGI-119 4/ WOW. FLUSH FRAME/FIN FRAME 6063-T6 - o 8 2 E3 CGI-121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 - 1.995 E4 CGI-123 4/ WDW. GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 - a 995 .065 E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - IL N p_ TYP' E6 CGI--109 4/ WDW. FRONT FLANGE ADAPTOR 6083-T6 - Orjj v M1 CGI-382V AS REQD. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A 0 1'335 M2 CGI-124 AS REQD. SCREW COVER- OPTIONAL PVC - h Ei M3 CGI-112 AS REQD. FLUSH FRAME COVER PVC - p�p i4O u FLANGE FRAME M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8') 6063-T5 - g IL 48q g M5 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 8515 SHORE•A Q of&•il •••••• —2.505----.068 S2 i#10 X 1--1/4" 2/ CORNER ASSEMBLY SCREW PHL. PH SMS ST/ST - •• ;'•q •• •., • --T ••• Z N .•e••• 812 •••• r511 •;�, • • 1.495 •••eee 995 .065 • ONO TYP. GO 41 GOOOOO •eee •••e• 0 1-335— Al2N •••• • • • • _ • OEZ s .• ••0c4 . FLUSH FRAME/FIN FRAME 2 .•e•••. 08 000 01 .675 � I � © � •"n .995 975 I u- WELDED JOINT 1 184 AT ENDS H n o � NM 1 M M E3 GLAZING BEAD (LAM. GLASS) d p Z_ Z u .120 v) �r p U O .995 050 1.000 125 N TYP. � �' 1.184 J .500 E4 GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL. GLASS) CIRCULAR WINDOWS o o II=A1 - a 1.130 .085 ac z 1.454 RECT. OR SQUARE WINDOWS H a aooao .180 z z � z 1.5501.680 .550 .050 TYP. CORNER DETAILS 1» ^ a �— Q 0"d 6 .050-1opo 1.395 E5 NAIL FIN ADAPTER E6 FLANGE ADAPTOR Engr: JAVAO AHMAD PRODUCT REVISEDCIVIL 1.395 1.119 FLA. PE #70592 as complying with the Florida C.A.N 535 Building Code r 160 Acceplanco No 15- ) y�0.9 m • 291 Iration Data lN6a oo $ _ � u 050 065 -7 .050 1.OBS--� Miam adcProduct Co of 9 2015 drawing no. W10-o2 M3 FLUSH FRAME COVER M2 SCREW COVER sheet 6 of 6 + GENERAL WINDOW SECTIONS WINDOW WIDTH V U FLANGE FRAME VENT WIDTH �� o WI oto D.L. OPG. Z ti 3 ° 1 WII 6" MAX. TYP. 0 ' A HEAD SILL 7 CORNERS F a 9O Ch U II // VZ1 a• C LL CAM LOCKS _ I I -_ inf O z Qj ,} g 2 LOCK POINTS C ==T==- -- ° �°C o x ►` •� i ALL SIZES `O to }•• Q'i 3 I I a '&o ...... �\ � c� I n I I • � Q a SNUBBER -11__L� I I .• i� a .• \!/ AT IMPACT WINDOWS ONLY z z I I ca s = =-yl--fes t�=== Co � •..• • �} rpm •..... W I S z04 on �� j�� II +..i .a" K 0 • • •...+. I O 3 - Z W 3 II /� II ••.• • • 6 III l I LC3D.S£ �T OPTIONAL .+ � s 1� n •+ ••.•.••••• • --------- ---------- I I I \\ I I .... • Aill \ �p • h FOR GLASS TYPES, �"' REFER TO Ix SHEETS 3 AND 4. B 1 7 3 D.L. OPG. D.L. OPG. 2 1I2" _1 24" MAX. TYP. O W 2 AT HEAD/SILL 1" VENT WIDTH VENT WIDTH1" TYP)�A� E EVL ATION _C'4 o {FUWGE FRAME)! Inj n rn WINDOW WIDTH i WINDOW WIDTH � 3 C,4 Nyy = O EXTERIOR MULTI POINT LOCK � O 3 l 98 BY 'INTERLOCK' Z z e MAXIM MULTI POINT LOCK °rR ,n 0. I gA BY 'TRUTH' ALT. TO CAM LOCKS `� 3 O r M i I ALT. TO CAM LOCKS w ¢ " O� I MAX. WOW. LOCK MAX. WDW. LOCK U F iI HEIGHT POINTS HEIGHT POINTS z I 42' 2 38 2 i s e 63" 3 e 56" 3 _ l 6 11 1 84' 4 74" 4La z o3 84" 5 � Ws z " � 8ose $ I cS N C 2 000ix YL1vU O J I « © 8 � 77 *k €5E-1WN98 K D.�- t`�.,.�: -mis�5l lh4PAI it SHUTFERS ARE NOT REQUIRED. INSTRUCTIONS; ° N O N N USE CHARTS AS FOLLOWS. 1 FOR MULLION/MULTIPLE UNITS REFER TO r B Y STEP 7 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED THIS PRODUCT HAS BEEN DESIGNED AND TESTED T4 COMPLY WITH THE SEPARATE CGI MULLION N.O.A. ON WIND VELOCITY, BLDG. HEIG}iT, WIND ZONE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING HIGH VELOCITY USING APPLICABLE ASCE 7 STANDARD. HURRICANE ZONE (HVHZ). 9 � STEP z SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD En r: JAVAD AHMAD la o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER CIVIL PROI)U�CT RBVISHO N CAPACITY OF DESIRED GLASS SIZE/TYPE. LOADS TO THE STRUCTURE. FLA. FE f 70582 as complying with On Florida 4 _ CAN. 3538 Building Code • STEP 3 USING CHART ON SHEET 5 SELECT ANCHOR OPTION ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Acceptance No Lrl'05t h••�� o WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ZDi5 1: retro Date 2D 8 IN STEP 1 ABOVE. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON NOT PART OF THIS APPROVAL. \?n' adeProduct drawing no. SHEET 7 TO DETERMINE CAPACITY, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. W98--100 STEPrJ THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. SHALL APPLY TO ENTIRE SYSTEM. sheet 1 of 7 WINDOW WIDTH �� v 0 0 • VENT WIDTH I WW—i 1/2' rn Z n 3 GENERAL WINDOW CTIONS D.L. OPG' z EQUAL LEG FRAME WW-6 1/2' b' MAX. TYP. A HEAD/SILLO o CORNERS 01 0 O1A to f, 7 b II-/ Q OaC n fl p rQl 11 / O e- O OW• 3 •••••• ••• .Q 1-4 CAM LOCKS G1 a / I I �� I I Z _ • F+t j z 15392 LOCK POINTS Oc� iS•J WALL SIZE ••• a f9 •g•• •• �•••••�•x SURFACE •. SNUBBER MUNTI • �—� AT IMPACT WINDOWS ONLY » I �y I I OPTIONAL: .�- :•••e• e e o• •• • ••••.• O I II \ II •• • • L-- • U 6 ©10 II • Z•-•••i�j •••••• p " I I II II • • in • • --------- I \ io ••• �••• �••••� • ----------- o 7 O •.. o � _ _ _ _ g f 24" MAX. TYP. _ _ z AT HEAD/SILL N o TYPICAL ELEVATION to �� (EQUAL LEG FRAME) O M M © � sA 3 FOR GLASS TYPES, ? z 7 2 D.L. OPG. REFER TO D.L. OPG. 2' ;+ 3 0 . 3/4' VENT WIDTH SHEETS 3 AND 4. VENT WIDTH 3/4" C9 p Q V) U .— MNDOw WIDTH WINDOW WIDTH EXTERIOR MAXIM MULTI INT LOCK MULTI POINT LOCK 9A BY 'TRUTH' 9B SY 'INTERLOCK' ALT. TO CAM LOC ALT. TO CAM LOCKS c ' A W 1 Ln rn I x, , 300 I MAX. WDW. CK MAX. wDW. LOCK o z W j HEIGHT PO HEIGHT POINTS ; o W zw 42' 2 38' 2 v � � ax 63" 3 56' 3 NOoaio0 jd 84' 4 0 74' 4 IDzszz o ti U�2 �LI li t I 6 z 3 � ►_ Engr. JAVAD AHMAD e 0 2 CML O, plyi with i;FJ o FlA PE.�70692 as�� plyiug with the Florida �+ . CAN. 38 11iu1 Code g 8 Acceptall` N016-0511-19 m m b^ Fac I#alion v u 7 By, ry drawing no. • M 1A A Z Miunt' ade Product W98-100 sheet 1.1 of 7 2,625 2 5/8' 2.075 1.757 �U v .768 0 O 625 1 5 �p 1.000 1,307F — 090 TYP. z 3 1.875 0OFIr z coW 9 Q F 2.625 720 $ n a N 2.215 2.455 L .438 O U 0 .080 TYP. 0 � M 0 LL 1.222 0 13 CORNER KEY CORNER KEY 0 Q Q FLANGE FRAME ®VENT (5/16" LAM. GLASS) c a Q 8 .060 THICK ST. STEEL .062 THICK ALUMINUM Q 2.075 -1.757 0 • • .768 � � • �! .0,1• ••••�• .090 TYP. ••• Z w • • •••••• 1.057 1.875 •• • Ci R3 � Z �y � i••••i .720 ••• Q W�� • • 2,465 ••• • ••••• 2.715 1. 3�8•• •-: • • ••••• VENT CORNS .080 TYP. •' ••••�• 11 L 1.624 • Z • • Z. .ro ••.••• 1A 28 PENT (INSU17 LAM. GLASS) EQUAL LEG FRAME •••• � O�••� �•••• ALL FRAME AND VENT CORNERS TO BE ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 5 SEALED WITH GE SILPRUF OR EQUIV. 1 CGI-373 4 FLANGE FRAME 6063-T6 INOALa( OR EQUN. z V 1A CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUIV. .090 TYP. N c 2 CGI-378 4 VENT (5/16' LAM. GLASS) 6063-TS INOALEX OR EQUIV. 1875 0 34 r j 28 CGI-381 4 VENT (INSUL LAM. GLASS) 6063-T6 INDALEX OR EQUIV. I_ "5 .720 Q M M 2C CGI-385 4 VENT (7/16- LAM. GLASS 6063-T6 INDALEX OR EQUIV. L - L—� 12 0 . 5 ( / ) 1.A38 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 03 c%1 Z v 3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUIV.• O Om 4 - 4 .060 THICK CORNER KEY ALUMINUM - 1.347 (9 p Q 4 5 - 8 .060 THICK CORNER KEY ST. STEEL - „ N w 6 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 2C VENT (7/16 LAM. GLASS) 7 Q250-K-190 AS REQD. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 754 ' 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) J8 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 363 9A - I/ VENT MULTI POINT LOCK - TRUTH �— 830 w N N — — � S � s� � 9B 1/ VENT MULTI POINT LOCK INTERLOCK -� O w 0 ¢ w W 10 - 2/ VENT A 10 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) 110 X 3/8' SS SMS 1617 `� o a t1 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) X18 X 3/8" SS SMS N Y W ' I E 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK ® CGI-375: OGEE GLAZING STOP In 12 30175 1 OPERATOR TRACK STEEL 13 -- 2/ CORNER I FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4' SS SMS i .808 830 �I 13 -�I.617l� ® CGI-396: SQUARE GLAZING STOP Engr. JAVAD AHMAD v 6 0 CML PRODUCT REVISED N i SCAN 35 0592 tm complying with the Florida r Building Code m 2tt Acceptance No L1�� ,xiration Date 7$ $ gy drawing no. FRAME CORNER Miam'Dark PrOdKiCo W98-100 sheet 2 of—7 e 1/8" ANN. G1A55 3/16" ANN. GLASS 3/16" HEAT STREWD GLASS �U v 075" Soflex CP With PET Core .075" Saflex CP With PET Core C3 By 'Eastmon Chemical Co.' By 'Eastman Chemical Co: O 1 CO .090" Saflex Clear And Color Glass .090" Saflex Clear And Color Glass .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Z j INTERLAYERS� INTERLAYERS INTERLAYERS .090" Butocite PVB .090" SentryGlas .090" Sen"Glas N z By 'Kuraray Americo, Inc.' By 'Kuroray America, Inc: By 'Kuraroy America, Inc.' F N a 090" Butocite PVB .090" Butocite PVB aQ7 IL f�f By 'Kuraroy America, Inc.' By 'Kuraroy America, Inc.' 0 v 1/8" ANN. GLASS m d i 3/16" ANN. GLASS � � 3/16" HEAT STREN'0 GLASS SILICON£ GE-1200 SILICONE t ,j SILICONE DOW 995 GE-1200 GE-1200 DOW 899 ! DOW 995 14 �. DOW 995 �19 aDOW 899 AftL . DOW 899 Q Q a SQUARE BEAD O °� • OPTIONAL p ••••:• ALL GLASS TYPES •• Q W��• ; •• „ ••• 0 000000 S iB �O A 7 16 NOMINAL 7/16" NOMINAL z to FE � 1 ' GLASS TYPE GLASS TYPE '6' ••• Q ,' :.•..: .. 0 0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS + #3F A 0 ••• • • • 00000 NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED ldEk _ o•• � a • **so* • REFER TO SHEETS b THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS T# iEl fS,�`,IRRFk`T EE3t�DfYi�llhTlfiKE�ES ,, • -• 69906• •• qM 0 N 0000•• WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. -GLASS TYPE , ,_ GLASS TYPE '3' GLASS TYPE '8' •• •-J` •,°n' •• WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) FACT. (+} 1 NT. (-) WIDTH HEIGHT EXT. (+) I NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT 3 EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-} o Z :•.• ••••i• 20" 110.0 194.3 110.0 195.0 110.0 195.0 20' 98.8 112.6 110.0 195.0 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 • •a - • ,n :00 • 24" 110.0 161.9 110.0 195.0 110.0 195.0 24" 85.8 95.4 110.0 195.0 110.0 120.0 26-1/2" 110.0 195.0 110.0 195.0 110.0 195.0 • • O's •••• 0 •0 26" 28' 110.0 138.8 110.0 195.0 110.0 195.0 28" 76.7 83.3 110.0 120.0 110.0 120.0 37' 110.0 145.4 110.0 195.0 110.0 195.0 O Li 30' 110.0 129.5 110.0 195.0 110.0 195.0 30" 60" 73.2 77.7 110.0 120.0 110.0 120.0 42" 110.0 128.1 110.0 195.0 k 110.0 195.0 O W 3S" � 32' 110.0 121.4 110.0 195.0 110.0 195.0 32" 70.2 72.8 110.0 120.0 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 110.0 195.0 _z V 36" 107.9 107.9 110.0 195.0 110.0 195.0 36' 64.8 64.8 110.0 120.0 110.0 120.0 26-1/2" 110.0 137.5 110.0 195.0 110.0 195.0 _ 38-3/8" cV o 40" 97.1 97.1 110.0 195.0 110.0 120.0 40' - - 60.0 60.0 60.0 60.0 37" 98.5 98.5 110.0 194.5 110.0 120.0 p fn i j (0 ' 42' 92.5 92.5 110.0 120.0 60.0 60.0 42" - - 60.0 60.0 50.0 60.0 42" 86.8 86.8 110.0 120.0 110.0 120.0 Q N M M 20' 110.0 166.5 110.0 195.0 110.0 195.0 20" 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8' 110.0 144.5 110.0 195.0 110.0 195.0 a J 24' 110.0 138.8 110.0 195.0 110.0 195.0 24" 73.4 73.4 110.0 120.0 110.0 120.0 26-1/2" 50-5/8" 99.7 104.3 110.0 195.0 110.0 195.0 ro 28' 110.0 118.9 110.0 195.0 110.0 195.0 28" 64.2 54.2 110.0 120.0 110.0 120.0 37" 74.7 74.7 110.0 120.0 110.0 120.0 ' w p� 30" 42" 110.0 111.0 110.0 195.0 110.0 195.0 30' 66" 60.6 60.6 110.0 120.0 110.0 120.0 42" 65.8 65.8 110.0 120.0 110.0 120.0 (� O J 32' 104.1 104.1 110.0 195.0 110.0 120.0 32" 57.5 57.5 110.0 120.0 110.0 120.0 19-1/8" 95.7 104.2 110.0 195.0 110.0 195.0 '- 36" 92.5 92.5 110.0 120.0 110.0 120.0 36" - - 60.0 60.0 60.0 60.0 26-1/2 �~ 749 779 110.0 120.0 1tO.0 120.0 40" 83.3 83.3 110.0 120.0 110.0 120.0 40' - - 60.0 60.0 60.0 60.0 6{3 , 110.0 120.0 110.0 120.0 42" 79.3 79.3 110.0 120.0 60.0 60.0 20" 66.4 66.4 110.0 195.0 110.0 120.0 4 - - 60.0 60.0 60.0 60.0 20' 110.0 145.7 110.0 195.0 110.0 195.0 24' 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8" 63.0 63.0 110.0 195.0 110.0 120.0 24' 110.0 121.4 110.0 195.0 110.0 195.0 28' 72„ 48.9 48.9 110.0 120.0 110.0 120.0 26-1/2" 74-1/4" 46.8 46.6 110.0 120.0 110.0 120.0 U o 0 28' 103.8 104.1 110.0 195.0 110.0 120.0 30' 46.0 46.0 110.0 120.0 110.0 120.0 37" - - 59.8 59.8 59.8 59.8 0 o z 30' 48" 97.1 97.1 110.0 195.0 110.0 120.0 32' 43.6 43.6 110.0 120.0 110.0 120.0 37" 1 77" - - 56.3--F56.3 56.3 I 32' 91.1 91.1 110.0 120.0 110.0 120.0 36" - - 60.0 60.0 60.0 60.0 w a W 36" 80.9 80.9 110.0 120.0 110.0 1 120.0 32" - - 60.0 60.0 60.0 60.0 �k LIMIT MAX. LOADS TO 171.0 PSF 76' WHEN MULTI P0114T LOCK BY 'INET RLOCK' 9B 40 72. OUX .0 is USEG-- 42' 69.4 69.4 110.0 120.0 60.0 60.0 20" 52.0 52.0 110.0 120.0 110.0 120.0 N N M a n 20" 110.0 129.5 t 10.0 195.0 110.0 195.0 24" 43.8 43.8 110.0 120.0 110.0 120.0 * SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY 00 ,o ad vi o d N O N N 24' 98.0 107.9 110.0 195.0 110.0 195.0 28' 78" 38.1 38.1 110.0 120.0 110.0 120.0 SEE SHEET 1 N 28' 88.2 92.5 110.0 120.0 110.0 120.0 W. - - 110.0 120.0 60.0 60.0 30" 54" 84.4 86.3 110.0 120.0 110.0 120.0 32" - - 60.0 60.0 60.0 60.0 32' 80.9 80.9 110.0 120.0 110.0 120.0 20' 41.5 41.5 110.0 120.0 110.0 120.0 obi 36" 71.9 71.9 110.0 120.0 1 110.0 120.0 24" 34.9 34.9 110.0 120.0 110.0 120.0 Engr: JAVAD AHMAD 40" 64.8 64.8 110.0 120.0 110.0 120.0 28" 84" - - 110.0 120.0 54.5 54.5 CML PRODUCT RI ViS&9 Q N FLA. PE # 70592 as complying with the Florida C A . 3538 a 42' 61.7 61.7 110.0 120.0 60.0 60.0 30' - - 51.2 51.2 51.2 51.2 Building Code 16 T g 0512 1 32' - 48.3 48.3 48.3 48.3 Acceptance No�r7` n^ o E Bxp'ratio t Date NOTE: NOTE: Dy drawing no. GLASS CAPACITIES ON THIS SHEET ARE LOAD/AREA LIMITS Mi Dade Product W7) BASED ON ASTM E1300-09 (3 SEC. GUSTS) D15 W98--1 00 AND FLORIDA BUILDING COMMISSION FOR +110.0, -120.0 PSF = 16.34 SQ. FT. DECLARATORY STATEMENT DCA05-DEC-219 +110.0, -195.0 PSF = 10.00 SQ. FT. sheet 3of 7D 1/8" TEMP. GLASS 1/8" TEMP. GLASS o AIR SPACE AIR SPACE o 1/8" ANN. GLASS 1/8" TEMP. GLASS .110 .075" Saflex CP With PET Core .075" Saflex CP With PET Core 61 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Q }- J .090" Saflex Clear And Color Glass .090" Saflex Clear And Color Glass �„ W t By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' QI INTERLAYERS INTERLAYERS O C C M .090" SentryGlas .090" SentryGlos a By 'Kuraray America, Inc.' By 'Kuraray Americo. Inc.' v .090" Butacite PVB .090" Butacite PVB a p By 'Kuraray America, Inc: By 'Kuraray America, Inc.' SQUARE BEAD 0 1/8" ANN. GLASS 1/8" TEMP. GLASS OPTIONAL ALL GLASS TYPES M SILICONE ' SILICONE Cf C W M GE-1200 GE-1200 0 IL n 0•r • DOW 995 i DOW 995 Qit sW 899 DOW 8990•N • •••• • • ii LU �: • XL EDGE SPACER XL EDGE SPACER "' _ • ........... ST. STEEL BY 'CARDINAL' SETTI`"' BLOCKS ST. STEEL BY 'CARDINAL' SETTING BLOCKS " Z ' ' "•"' I • • OR 2/ LITE OR 2/ LITE •• /f.1 N J ••.••• DURASEAL BY 'QUANEX' EPDM DURASEAL BY 'QUANEX' EPDM . w ri r • • • OR DUROMETER 8 OR DUROMET£R 85±5 • • ••• •• • 0000• SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'QUANEX' 3/4" INSULATED • • GLASS TYPE '2A' GLASS TYPE '3A' 03 •• ,4 • • ••••• 000094 N •• �+ • 0000•• 03 •0 u owl 0• • • 1 • 3a Z • r'S s. 00000 0 • • in • 0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES . OF I GT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT VP- . WS '• �' In 0000••••0 NO SHUTTERS REQUIRED NO SHUTFERS R RED NO SHUTTERS REQUIRED w Q' • • REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR I LATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLAT10 AILS O LLJ . WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' SS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' LASS TYPE '3A' � C3 O LC WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. {-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. K1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. EXT. (+) 1NT. (-) Z4620' 110.0 194.3 110.0 195.0 20" 98.8 112.6 110.0 19-1/8" 110.0 `95.0 110.0 195.0 CV24" 110.0 161.9 110.0 195.0 24" 85.8 95.4 110.026-�1/2" 260 110 203.0 110.0 195.0 N28' 110.0 138.8 110.0 195.0 28" 76.7 83.3 1.- 37" 0.0 145.4 110.0 195.0 Q 3�f rn 30" 36" 110.0 129.5 110.0 195.0 30" 60' 73.2 77.7 110.0 120.0 42" 110.0 128.1 110.0 195.0 'I` Co Z J LL- 32' 110.0 121.4 110.0 195.0 32" 70.2 72.8 110.0 120.0 19- 110.0 190.6 110.0 195.0 `MI � O res 36" 107.9 107.9 110.0 195.0 36" 64.8 64.8 110.0 120.0 26-1/2' 110.0 137.5 110.0 195.0 w g 4Q" 97.1 97.1 110.0 120.0 40' 60.0 60.0 - - 3 0 98.5 98.5 110.0 120.0 � U 42' 92.5 92.5 110.0 120.0 42' 60.0 60.0 - 42' 86.8 86.8 110.0 120.0 20" 110.0 166.5 110.0 195.0 20" 86.7 86.7 110.0 169.0 . 49-1/8" 10.0 144.5 110.0 195.0 24" 110.0 138.8 140.0 195.0 24" 73.4 73.4 110.0 1 26-1/2" 9 104.3 110.0 195.0 50-5/8' u, � 28' 110.0 118.9 110.0 195.0 28" 64.2 64.2 110.0 120.0 37' 74.7 74.7 110.0 120.0 300 42" 110.0 111.0 110.0 195.0 30' 66" 60.6 60.6 1 118.2 42" 65.8 110.0 120.0 w o o z a 32" 104.1 104.1 110.0 120.0 32" 57.5 57.5 10.0 112.2 19-1/8" 96.7 104.2 110.0 195.0 0 g tn NLA 36' 92.5 92.5 110.0 120.0 36" 60.0 60 - - 26-1/2" 74.9 77.9 fit)0 120.0 o f5 40" 83.3 83.3 110.0 120.0 40" 60.0 0.0 - - 37" 63" 60.0 60.0 110.' 117.0 u d °�` S 0 0. 42" 79.3 79.3 110.0 120.0 20" 6KS. 66.4 110.0 120.0 42" 60.0 60.0 - - y o 20" 110.0 145.7 110.0 195.0 24" 56.1 109.3 109.3 19-1/8" 63.0 63.0 110.0 12 - 24" 110.0 121.4 110.0 195.0 28' 7 " 48.9 48.9 95.3 95.3 26-1 2 74-1 4 46.6 6.6 .9 28" 104.1 104.1 110.0 120.0 30' 46.0 46.0 89.8 89.8 37" 59.8 59.8 - - NOTE: rjn N N v 34" 87.1 97.4 f 10.0 120.0 32" 43.6 43.6 85.0 85.0 37" 77' 56.3 56.3 - - GLASS CAPACITIES ON THIS SHEET ARE y d N N 32" ts' 91.1 91.1 110.0 120.0 3 60.0 60.0 - - BASED ON ASTM E1300-09 (3 SEC. GUSTS) > g I 36" 80.9 80.9 110.0 120.0 32' so.o 60.0 - - * LIMIT MAX. LOADS TO 171.0 PSF D FLORIDA BUILDING COMMISSION 76" WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B DE RATORY STATEMENT DCA05-DEC-219 40' 72.8 72.8 410.0 120. 36" so.a 60.0 - - IS USED 42" 69.4 69.4 110.0 1; 20' 52.0 52.0 101.3 101.3 a' 20" 110.0 129.5 110.0 195.0 24" 43.8 43.8 85.4 85.4 ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY Engr. JAVAD D s o 78" SEE SHEET 1 CML PRODUCT REVISED � 24" 98.0 107.9 11 195.0 28' 38.1 38.1 74.3 74.3 FLA. PE #70592 as complying with aro Florida CAN. 538 uildingCode 28" 92.5 92.5 10.0 120.0 32" 60.0 60.0 - - eptatice No tlyr C?512•tq 8 s • 300 54' 84.4 86 110.0 120.0 20" 41.5 41.5 80.8 80.8 8 ion Date �� m Y 32" 80.9 0.9 110.0 120.0 24" 34.9 34.9 68.0 68.0 36" 71... 71.9 110.0 120.0 28' 84" 54.5 54.5 - - NOTE: IN NU Dade Ict .. drawing no. 40' s 64.8 110.0 1za.o 30' 51.2 51.2 - - LOAD/AREA LIMITS tvW98-1 OO FOR +110.0, -120.0 PSF = 16.34 SO. FT. 42" 61.7 61.7 1 110.0 120.0 32" 1 48.3 1 483 1 - - +110.0, -195.0 PSF = 10.00 SO. FT. sheet 4 of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 � o TYPICAL ANCHORS I SEE ELEV. FOR SPACING Z 3 SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING METAL f" a SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION STRUCTURES IL a 1/8- THK. MIN. O v OLL SEALANT SEALANT I 0 cl I CL—>—< V � d a a. Q a 2 1/8' _Z \ • AI ��•N • ••••:• / w. �' .r to 2 1/8" I 0 OD MIN. z • 1" MIN.a 1" MIN. \ ••• z '• • •••••• ' e • .• a 2-1/2' MIN. 2-1/2" MIN. ••• a s�4 3 i••••. •• W • • INSTALLATION TYPE T WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' ... e, ..:..' MATER PRESSURE TREATED MATERIAL: PRESSURE TREATED ••• J :•••0A ....:0 in TYPICAL INSTALLATION DETAIL L INSTALLATION OEIAIL ATTACHMENTZ• •� • ••�• ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES '" :.•..� .. Lv V) O w ••y 1/8- MIN. 0 TYPICAL ANCHORS TYPICAL ANCHORS z V) SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS a3 SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTIONSEE ELEV. FOR SPACING F o �—�=T j (V SEE SHEET 6 FOR DESCRIPTION o W N 12 1 3/8" II II b oMi zz� � SEALANT SEALANT 11 C-4 3 0 _ In II II La 60 Q \ \ II I11 I IL--_J 4 a • d 2 7/8" a a' a 2 1/8" ° a MI °N BUCK INSTALLATION BY OTHERS ° a N •• ,; - BUCK INSTALLATION 8Y OTHERS ATTACHMENT TO `o W � 4r 1" MIN. 1MIN. cwa v tax: W APPROVED MULLIONS �_ 1 INSTALLATION TYPE W WOOD BUCK TYPE '3' INSTALLATION TYPE W WOOD BUCK TYPE '4' °' z z -MATERIAL@ PRESSURE TREATED MAXERIAI PRESSURE-IR y N N M a h TYPICAL INSTALLATION DETAILTYPICAL INSTALLATION DETAIL c N O N N N N ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD ;Go g L O LL L Z 7 ALUM CHANNEL �- 3/4" X 1" X 3/4" X 1/8" Engr JAVAD AHMAD v o 2-1/2" LONG CML PRODUCT REVISED AT ANCHOR LOCATIONS FLA. PE $ 70592 as complying with 9m Florida cq C.A.N. 3538 Building Coda s. Acceptance No(5"0-512,-� i 8 • I IR 'ration Date t v m v u WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN m Mial adeProduci drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR LOCATION W98-1 00 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet 5 of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 o_ TYPICAL ANCHORS I SEE ELEV. FOR SP G !d SEE SHEET 6 F ESCRIPTION O z METAL TYPICAL '_ HORS TYPANCHORS STRUCTURES Q 0. SEE ELEV. SPACING /—SEE V. FOR SPACING 1/8" THK. MIN. g SEE SHEET 6 DESCRIPTION SEE SHEET 6 FOR DESCRIPTION 0 1 3/8" ,ISEE'MELE V t QI O w C Off. Q Q'q Q• 4 0090 aas so Q 3 / I �. z 2 1/8- aQ a v •- •- vQ a a �•' �. MIN. ••• e� LZZ7t��`` s • 1" MINS s 1" htlNt •• Q W aI� s••••� • •••• • 2-1/2" MIN. 2-1/2" MIN. Osseo ••• • • ••i••� INSTALLATION TYPE '1' WOOD BUCK TYPE '1' `� 00 •.. �r �j MATERIAL PRESSURE TREATED RIA : PRESSURE TREATED Z• •rt *000:0 • �r • rn • • TYPICAL INSTALLATION DETAIL PIC L INST L D ATTACHMENT TO ••• ri v)•••� ��0 ON ALL FOUR SIDES/USING WOOD ON OUR SID US G WOOD METAL STRUCTURES 0 w '$ ow 1/8' MIN. 1 (n 17)r, m • TYPICAL ANCHORS —�^ TYPICAL ANCHORS � �y N M is SEE ELEV. FOR SPACING E O TYPICAL AN ,RS I -� SEE SHEET 5 FOR DESCRIPTION SEE ELEV. FOR SPACING SEE ELEV. F0 " .,PACING I f`r�l I 0 5 SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOS. ESCRIPTION °�, Z z L -� 1 3/8" I I l l I I I L---J w w Ld �n m 8 us rn a a O r r w/2 7/8" Q' 2 1/8' u w w o cl LIT a v MIN. w BUCK INSTALLATION $Y OTHE.111001v ' a ° V a v e d ATTACHMENT TO a v e ° BUCK INSTALLATION BY OTHERS APPROVED MULLIONS z z z I INSTALLATION TYPE W WOOD BUCK TYPE '3INSTALLATION TYPE '4' WOOD BUCK TYPE '4' o a N N TERIA : PRESSURE TREATED MATERIAL: PRESSURE TREATED > N O g TYPIC A A I [ON DETAIL TYPICAL. INSTALLATION DETAIL ON , FOU SIDESZUSING WO D ON ALL FOUR SIDESfUSING WOOD p Engr. JAVAD AHMAD 0001, CML PRODUCT BtEV D q N FLA. PE # 70592 ac complying wilU1ond� `y r CAN. $538 Building Cade Acceptance No -0512. �j m m N' 'ration Date jPj v v WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN By drowing no. AAian Dade ProdttcF Cut LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 015 'W98-1 00 i THEM TO THE BUILDING STRUCTURE. sheet 5.1 of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS RI �I V REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP ♦ q q " " q q 1. q Do WINDOW DIMS. AT 17 O.C. AT 10 O.C. AT 17 O.C. AT 10 O.C. WINDOW DIMS. AT 17" O.C. AT Id O.C. AT 17 O.C. AT IO O.C. WINDOW DIMS. A�= OCc�- AT IO" Q.C. AT I7 O.C. AT 10" O.C. � WIDTH HEIGHT EXT.(+)/INT.(-) EXT(+)/INT.{-}EXT.(+)/1NT.(-)EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(--) EXT.(+)/INT.(-) EXT.(+)/INT.(-) DCI.(+)/INT.(-) WIDTH HEIGHT &t-. +)-/INT. EXT.(+)/INT.(-)EXT.(+)/INT.(-) EXT.(+)/INT.(--) O j 20' 195.0 195.0 154.8 195.0 32" 76' 133.2 195.0 76.4 122.2 19-1/8' 195.0 195.0 149.4 195.0 N 24' 195.0 195.0 129.0 172.0 36" 118.4 189.5 67.9 108.6 26-1/2" 26" 195.0 195.0 107.8 161.8 Q 2 N a IL 28' 192.9 195.0 110.6 147.4 20' 195.0 195.0 119.1 190.5 37' 195.0 195.0 77.2 115.9 O O p 30" 36" 180.0 195.0 103.2 137.6 24" 173.1 195.0 99.2 158.8 19-1/8' 195.0 195.0 151.9 195.0 0. U 32' 168.8 195.0 96.8 129.0 28" 78' 148.4 195.0 85.1 136.1 26-1/2' 38-3/8' 191.2 195.0 109.6 146.1 p 36' 150.0 195.0 86.0 114.7 30' 138.5 195.0 79.4 127.0 37' 136.9 182.6 78.5 104.7 Q b h 40' 135.0 180.0 77.4 103.2 32" 129.8 195.0 74.4 119.1 19-1/8' 195.0 195.0 153.5 191.9 v C .1 Ioo 42' 128.6 171.4 73.7 98.3 20" 195.0 195.0 132.7 195.0 26-1/2' 50--5/8" 193.2 195.0 110.8 138.5 d g 20' 195.0 195.0 132.7 176.9 24" 84' 195.0 195.0 110.6 165.9 37' 138.4 173.0 79.3 99.2 O h D 24' 192.9 195.0 110.8 147.4 28' 165.3 195.0 94.8 142.2 19-1/8' 195.0 195.0 123.3 f85.0 • • Q: 90014 •••••• 28" 165.3 195.0 94.8 126.4 32' 154.3 195.0 88.5 132.7 26-1/2' 1553 195.0 89.0 155.8 • • 30' 42„ 154.3 195.0 88.5 117.9 1 g ': 194.6 63.8 111.6 .�. .I Z10 g. ; ...�;• 32" 144.6 192.9 82.9 11 D.6 42" _, 171.4 56.2 98.3 ••• f i••••i 36" 128.6 171.4 73.7 98.3 19-1/8' 195.0 195.0 130.8 195.0 •• • • • 40' 115.7 154.3 66.3 88.5 26-1/2" 74-1/4" 184.7 195.0 94.4 151.1 ••• ••••• 42" 110.2 146.9 63.2 84.2 ••• .; • • ••••• 37 117.8 188.6 67.6 108.1 . � .....� 20" 195.0 195.0 154.8 193.5 in • 24' 195.0 195.0 129.0 161.3 : Z • M •• 28" 192.9 195.0 110.6 138.2 • P� -:0049 •••••• 30" �" 180.0 195.0 103.2 129.0 �• '� '••'•' 32" 168.8 195.0 96.8 120.9 1 0 W TYPICAL °aNCHC�RS: "5E� Ql -FaR SPACIr�t •w 36" 150.0 187.5 86.0 107.5 p 40' 135.0 168.8 77.4 96.8 1Aw �KWFK-CON ➢ BY !HI LT1' (FU 163 KSI. Fy 1;�7 KSt) 4 42' 128.6 160.7 73.7 92.1 DIA. ULTRACON BY 'ELCO' (Fua177, %, _ C'4 20° 195.0 195.0 137s 195.0 1NT0 2BY WOOD BUCKS OR WOOD STRUCTilR S " 3 N++i 24' 195.0 195.0 114.7 172.0I ze' 171.4 195.0 98.3 147.4 1-1/2" MIN. PENETRATION INt WOOD Z Z LL 30' 180.0 195.0 91.7 137.6 # RU IBY BUCKS INTO, OI+IC CSR AltkaONR C14 ptn 32' 54' 150.0 195.0 86.0 129.0 /4 MIfi1 EMBED INTO COACG OR MASD o 36 133.3 195.0 76.4 114.7 � � O`Z 40' 180.0 68.8 103.2 I � {3 C;�3NO NIASflRY U .- 42' 114.3 171.4 65.5 98.3 1 ��dBIr1f# QC ,rte 20' 195.0 195.0 123.8 185.8 24' 180.0 195.0 103.2 154.8 ' 28' 154.3 195.0 88.5 132.7 TF3 W 30 144.0 195.0 82.6 123.8Qi o m 80' ANCHORS WITH SHEAR CLIP � Fj€ fi �� p i w 'n it 32' 135.0 195.0 77.4 116.1 � � � - (. li = � 36' 120.0 180.0 66.8 103.2 � EL Ct3NTACT Wil H ALUIifI�IUM., {} BE P ATTER i?A€NTEt3� a 40" 108.0 182.0 81.9 92.9 Ann GE DISTAIsICE F °z v (a ° z 42" 102.9 154.3 59.0 88.5 - 24' 195.0 195.0 117.3 164.2 #{ TO WOOD STRUCTURE = 1" MIN._._. M a 28' f 75.3 195.0 100.5 140.7 A STRUICT URE�� 3 f 4"�A�1i31= � �� 2 ..,moi$. k� .x...�*.x„ Np pC ., x _. .� 30" 66" 163.6 195.0 93.8 131.3 ami 0 CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. 32' 153.4 195.0 88.0 123.1 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 36" 136.4 190.9 78.2 109.5 40" 122.7 171.8 70.4 98.5 Engr. JAVAD AHMAD 20' 195.0 195.0 129.0 18D.6 CIVILev FLA. PE e Florida 70592 as complying with PRC+DUCT It>;YISSD 24" 187.5 195.0 107.5 150.5 OveCAN. 3538 Building Code 28' 72" 160.7 195.0 92.1 129.0 Acceptauce No 15'�J 1'q $ y 30' 150.0 195.0 86.0 120.4 Expiration Dal* !�j V m 4 V 32' 140.6 195.0 1 80.6 112.9 A 0 15 By drawing no. 36" 125.0 175.0 71.7 1OD.3 9 Miami adeP`odac Co;1. W98-100 sheet 6 of 7 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK a INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. WINDOW DIMS. WINDOW DIMS. WINDOW DIMS. Z � 3 WIDTH HEIGHT �:� INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) See Fe" 20" 110-0 " 195.0 20- 105.8 120.0 19-1/8" 110.0 195.0 Cl 24" 110.0 0 24- 90.9 120.0 26-1/2" 26, 110.0 195.0 IL n 28' 110.0 i86.5 26° 6�80.5 110.3 37' 110.0 184.2 O aj O c� 30" 36' 110.0 182.4 30' 76, 76.3 104.7 42' 110.0 152.4 I'Z 32- 110.0 179.5 60.0 60.0 19-1/8" 110.0 195.0 gyp. uq 36' 110.0 177.3 36' 60.0 60.0 26-1/2" 38-3/8' 110.0 172.6 40' 105.8 145.1 20 102.7 1 120.0 37' 1 1`10.0 156.3t 42- 97.0 120.0 24" 88.2 1 120.0 42- 95.7 120.0 Cf U' 0 Q 20' 110.0 179.5 28' 78- 7.9 120.0 19-1/8' 110.0 195.0 24" 110.0 159.6 30- 7 : 101.3 26-1/2" 50-5/8. 110.0 154.7 } I • r► ••••:• 28" 106.9 146.6 32- M97.0 60.0 37- / 94.0 120.0 1 } I •• ti Z ' •• 30' 42, 103.5 141.9 20- 1' 42" 89.8 120.0 •••� .J �ZN� �.{, •••••• Ar 32" 100.7 138.1 24" 120.0`' 19-1/8" 109.3 149.9 j •••• �Q also f F :•••• 36" 97.0 120.0 28" 84' 85.5 117.3 -1/2' " 84.8 116.2 1 1 *eel,•• • • • • 40' 95.2 120.0 30- 60.0 60.0 63 67.9 93.1 1 I •••• ••••• � �14 SMS II � •••• • • ••i••• 42° 95.0 120.0 32" 60.0 60.0 42' 60.0 60.0 AT 6' FROM E I MAI •••• ;•••• •••••• 20" 110.0 195.0 19-1/8 110.0 154.8 17�� O.C. AT JAMBS •••• U • cO •• 24' 110.0 177.3 26-1/2" 74-i 86.4 118.5 0 24 O.C. AT HEAD/SILL #14 SMS • • •••: .00040. 28" 110.0 160.9 37° 60.0 60.0 lr.IVLJ AT 6" FROM ENDS ; • i/Y :•••• 30" 110.0 154.8 19 1/8' 10 120.0 17" O.C. MAX. AT JAMBS •• O••• n • • 48' / " ' o , 24" O.C. MAX. AT HEAD/SILL O W •~ 32 109.1 120.0 26-1/2" 76' 84.0 115.2 36" 103.5 120.0 37" 60.0 ai I in I z 1= N 40" 99.8 120.0 19-1/8' 108.3 120.0' - � °� o 2 42" 95.0 120.0 26-1/2' 77' 82.7 113.4 \ \ N 0 N 20' 110.0 174.1 37 60.0 60.0 , O �,I n 24" 110.0 152.0 Q 28" 99.8 120.0 .6 a Z Z LJi_ ^ 30" 54` 95.5 120.0 e 4 o " .°1 0 ' 4 1 O_ 32" 91.9 120.0 4 °• (; p'Z d 36" 86.2 118.2 ° •' n TYPICAL ANCHORS TYPE �A! OR 'B� ` TYPICAL ANCHORS TYPE V N 40° 82.2 112.7 AT 6" FROM ENDS AND I AT 6" FROM ENDS AND 42- 80.6 110.5 2 1/2" LAIN. " O.C. MAX. AT JAMBS 17" O.C. MAX. AT JAMBS 20- 110.0 153.2 EDGE DIST. 1 O.C. MAX. AT HEAD/SILL I' MIN 24" O.C. MAX. AT HEAD/SILL ti 24` 97.0 133,0 INSTALLATION TYPE '5' INSTALLATION TYPE '6' CA TYPICAL ANCHORS: SEE ELEV. SPACING x 28' 86.8 119.0 2BY WOOD BUCK OR WOOD STRUCTURES c F a 30" 82.8 113.5 0 ,,, 60" A - 1/4" DIA. KWIg-CON II BY 'H (Fu-163 KSI, Fy=157 KSI) 32- 79.4 108.8 0 z 36' 73.8 101.3 DIRECTLY INTO CONC. OR . ONRY H a $ ON ALL FOUR SIDES S! G ALUMI U LICK SYS E 40" 60.0 60.0 1-1/4 MIN. EMBED 0 CONC. OR MASONRY (Fu-177 KSI, Fy=155 KSI 20" 110.0 171.0 � N N � � +n � � DIRECTLY I , CONC. OR FILLED BLOCK 2.500 m o 24" 107.8 120.0 .845 .848 > h g N 1-1/4" . ' N. EMBED INTO CONCRETE .065 0 o 9 26` 95.9 120.0 2- MIN. EMBED INTO GROUT FILLED BLOCKS .065 �92}- ►°� c 30" 66" 91.3 120.0 I II IF F 32" 87.3 119.7 C - (GRADE 2 CRS) .562 1.125 36" 60.0 60.0 i' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Engr. JAVAD AHMAD ° o 40' 60.0 60.0 �� 1.436 CML 4 1-1/2 MIN. PENETRATION INTO WOOD r CT RF,YISI t7 20" 110.0 15,, .903 FLA. PE' 70592 as pori' jog with 1�ta rlorida 125 CAN. 3538 Building'<�e 24` 97.0 0.0 �f'ICAL EDGE DISTANCE Acceptas>ce o L-i 28` 66. 117.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ALUMINUM BUCK OPTIONAL COVER r+ 18SSO1 X18 F 30" 72" 81.7 112.0 INTO WOOD STRUCTURE = 1" MIN. 6063-T6 6063-T6 By �pl drawing no.�� 32" 77.9 106.9 NUOE�� `./ ' 36- 60.0 60,0 CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. �W98-1 OQ C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. sheet 7 of - a + v 37-1/4 72" HEAD ANCHORS ATSTILE E DOOR FRAME WIDTH DOOR FRAME WIDTH NDS �j 2 ANCHORS QUANTITY CHART M 6" MAX. "TYPE 'A', 'B' OR 'C' 6" 3" 6" 3" SEE CHART FOR QUANTITY ANCHOR TYPE Z op 3 HEAD/SILL AT STILE ENDS HEAD/SILL A y SHIM 'A' 'g' �C' Q CORNERS A _ CORNERS III—J`+ C' 0. r y 1/4" 4 4 4 + y 3/8" 6 6 6 IL o — — 1/2" 7 7 _ U /it /r 1 I \ d I 1 1 o a 0 a Q.g..r 1 I IN O 4 ti ...... ZLLIc9 c : ( I e o + x( ' �RODiICP ltEYlSED •••• •�; \ w= LOCK OPTIONS a SEE SHEET 9 \ a�M � rG111�Is F7ofiilk ••,•• Q W .' •� 'POO*** p MJ lY-16/S'7 ... 0 m co • — •.:.•� Il i to V) / i _ to g • • • •••••• •••• as 099i •••• i : ('� I \ I � S � ••i go II I I I O O tj Qza II \\ I V _^ I I I I I II z SEES S,�NTINEL 160 ACTIVE I I INAc rAIUMINUM OUTSWING DOOR W% SIDELITES t/y, ACTIVE _ __ _.._ . . w N En 10 - rn 1` APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS p to ,n m Effin B -- WITH OR WITHOUT SIDELIT£S. d a � Lj a a SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. Z_ z v 23 1/2" m �c�i 23 1/2" 23 1/2" v SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. <n o= SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. LL, D.L. OPG. 2 ANCHORS D.L. OPG. D.L. OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. 0 o TYPE 'B' 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY AT STILE ENDS TYPE 'B' FALSE MUNTINS CHARTS WILL APPLY TO ENTIRE SYSTEM. AT STILE ENDS MAY BE USED TYPICAL ELEVATION # C E�EVA3IUN` TPR0131TCF,I�AS BEEN DESIGNED AND TESTI:#}TO'COMPLY WITH THE ( X ) __XX._ REQUIREMENTS OF'JHE CURRENT FLORIDA SWLOING_C{}f E k 10E t lDI�1G..HIGH,1r�CQCltlf' y 100E1GANEa ZONE (HV}IZ); o DOOR OPTIONS 18Y OR 2BY WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO o , N L La TRANSFER LOADS TO THE STRUCTURE. ira 0- DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY PSF'- ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SINGLE DOORS (X) DOUBLE (]IX)' EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a a z 0: DOOR DIMS. LAM, or INSUL-LAM. DOOR DIMS. i LAM, or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL. EXT.(+) INT.(—) EXT.(+) INT.(—) y r r - WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 0 0 o N 4 o 37-1/4" 35" 96" 80 80 72"J 35' 9fi' 80' 80 6 `3 TMa o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO 42 0 a m Q C NOTE: CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG. CODE. !2 o I NOTE: Engr. JRMD AHMAD A o FLUSH BOLTS AND LOCKS MUST BE CML o N R ENGAGED TO HEAD AND SILL DURING DOOR D.L.O. DIMS, FLPE 3jCk38 92 PERIODS OF HURRICANE WARNING. D.L.O. HEIGHT = FRAME HEIGHT — 12.875" �. E a NOTE: D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75" w GLASS CAPACITIES ON THIS SHEET ARE D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 BASED ON ASTM E1300-09 (3 SEC. GUSTS) dowing no. AND FLORIDA BUILDING COMMISSION POO RSj51DELITES;ARE RhTEO TOR LARGE,AIVfl„SMA[�L ttSSILf IF�ITACTJ W1 3-01 DECLARATORY STATEMENT DCA05—DEC-219 SHUTTERS'ARE NOT RE(?IIRED sheet 1 of 11 O I M 37-1/4" 72" Z DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS qs 2 ANCHORS QUANTITY CHART a 6" MAX. TYPE 'A', '6' OR 'C' 6" MAX. " SEE CHART FOR QUANTITY I'■ 1 HEAD/SILL 3" 3" 6 3" ANCHOR TYPE n AT STILE ENDS HEAD/SILL CORNERS CORNERS I`F�-=I�� SHIM 'A' 'B' 'C' p o A S cr 1 1 I 3/8" 6 6 g a -7/2- 7 7 - Q �U h II Jo- aj {. • •••••• •••• e>''tQt W �� ••••�• / C / E , II, ... ..�..• a a Lj FI + C9 a a I 4r ••.• • • ••••• w ao 11/� I W oo C7 ay LOCK OPTIONS I �i •• • `` • •••••• t0 a. cli w d' x M . iv ,� p� py SEE SHEET 9 .I s •t ••.•• tir. • ••wto • ••• •• •Op \ II + /�• I II z icno • • i rn •••••• co r p 0 ED - \ ` IftQDGC fi REVISED O L Wit;wkh the 1%rw cp Aaepwe Me! - 01 a0 N M ACTIVE . AL. ACTIVE — INA TIVE ,1MI�t Costal tL .. a ZZ� W / I� 1 - V) O . M z z B l — B mW N �¢ `n W z z g o— d V a 70 23 1/2" 1O 0 23 1/2" 23 1/2" � D.L. OPG. 2 ANCHORS O.L. OPG. D.L. OPG. TYPE '8' 4 ANCHORS SURFACE APPLIED AT STILE ENDS TYPE BFALSE MUNTINS AT STILE ENDS MAY 8E USED H TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOOR 2 1 o X—) ( XX } v a a f NOTE: SEE SHEET 1 FOR DOOR CAPACITIES ooaN � o Cd cG V D Engr. JAVAO AHMAD n e a CML FLA. PE t 70592 CAN. 538 v Browing no. W 13-01 A 0 0 5 2015 sheet 2 of w 144" MAX. U_ 0 37 1/8" 36" 72" 36" SEE CHART FOR QUANTITY SIDELI SIDELITE WIDTH TE WIDTH DOOR FRAME WIDTH SIDELITE WIDT HEAD ANCHORS Z 6" MAX. 6" MAX. 3" 6" 3" AT STILE & MULLION ENDS �P a HEAD/SILL F HEAD/SILL F A " QUANTITY UA ANCHOR TYPE �I I CO NERS CORNERS - - G 0 { ► { 1 SHIM 'A' B C. 1/4" 4 4 4 3/8" 6 6 6 Q f I li II 1/2" 7 7 _ V O= a ;� I �AL- --_u--- • /d I 1N II •••• �• • • it J ii � ss• I 11 � II •••� Q ��1s4 ••••.• end zu W a w a LOCK ONS t %�J� ai FASTENERS SAME LOCATIONS • foes* • a � 0 �� i z `' o �� A SEE 9 I 0 if✓ AS ANCHORS SHOWN ON 94 W r7 w rn C I SHEETS 1 & 2 •• • • ••••�• m 00 II 11 • • • io •0414•• II � II • V :•••••M • • e m I 11 II to • • M •..••• a co 00 000 0th • • ��< � N • •^ � � I I1� 11 � o � ••� 11 II I II O W v 11 Il II II I I II I1 � =N a I I II II N M cfl ACTIVE INACTME O M M 14rn ? { I I I I I �� cn L� mg 9 0 0 31 1/8" 31 1/8" 1 23 1/2" 23 1/2" 31 1/8" 0 py U 0 D.L. OPG. D.L. OPG. D.L. OPG. D.L. OPG. D.L. OPG. DESIGN LOAD CAPACITY - PSF SURFACE APPLIED 4 ANCHORS FALSE MUNTINS SIDELITE STATIONARY PAN (0) TYPE 'B' MAY BE USED SI LITE FRAME -P AL ELEV TIO iYPfCA { A�p�[? AT STILE AND WIO HEIGHT (SEE NOTE BE ) �`r MULLION ENDS o N ( O ) ( C?XXO m) g d x INCHE INCHES EXT.(+) I. .(-) 8 U 5i ELIT OPTIONS- IAUDUCtREVISE[) c N � 24 80.0 80.0 - '' lu tmP1069 with the F1od& ° o w bw1ps Code 30 80.0 80.0 AcccpUme No ✓f L1 -t'0/s:0 u a a 33 4 80.0 80.0 �lyatice Be 5c 36 80. 80.0 `. Iwo� •, 37-1/8 77' 77.6 Alp1lM�+ nadrwetCeatt+ol 38 .8 73.8 SIDELITE D.L.O. DIMS. o 0 42 68.6 68.6 . v S 24 80.0 80.0 D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH = SIDEUTE WIDTH - 6" STAND ALONE SIDELITE ONLY 30 .0 80.0 D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY 33 90 80.1 80.0 Hill 36 $0.0 80.0Engr. JAVAD AHMAD e 37-1/8 77.6 77.6 CIVILFLA. PE # 70592 � 39 73.8 73.8 CA . 3538 " T 24 80.0 0.0 3 /30 , 80.0 8 .0elf �15 drawing no. 96 80.0 80.�'�,80.0 $0.0�`` W13--01 3 77.6 77.6 sheet 3 of �� V ` DOOR DOOR DOOR DOOR FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME SIDELITE FRAME DOOR SIDELITE o SIDELITE LEAF FRAME � ' WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH I WIDTH WIDTH HEIGHT _ t�� "- INCHES INCHES INCHES EXT.(+) INT.(-) % Z 24 80.0 80.0 \ Q 30 80.0 80.0 C / H H / H C / C g cl 0- i 33 35 90.0 80.0 w /ii% ii i%% /ii/ ii% /i� irS Vii,\ c O 8D O 8fl 4 z �� ✓ ':i :i '� �� U W J 0 37-1/8 77.6 77.6 \ 39 73.8 73.8 �+ \ \ \ / Q a 42 68.6 68.6 \ \ \ / �••.ji �•• 24 80.0 80.0 \ i•••• cf •••:�• 30 80.0 80.0 -� --� -� _� ._� ••••• Q Q.•4� ••••i• XO ( OXO ) ( xOX ) •••i• 00 • • 33 35 90 $0.0 80.0 •••.•• 36 80.0 80.0 OX ••••. 3' • . • 37-1/8 77.6 77.6 SIDELITE DOOR FRAME Sltll[1Tf � :RELIT£ ••••• J tl� i i' ••i••• 39 73.8 73.8 WIDTH WIDTH WIDTH • • 24 80.0 80.0 ,F .. •• •• Q r •••••• 30 35 96 80.0 80.0 / V i • • • ••••i• _ •••••• 33 80.0 800 ••••• ••• • 4m �.•••� 36 80.0 80.0c / b� ` \' - • • f 77.6 77.6 .ir / f , z .r r 0w � N WE MULLION OX0 ; DOOR STIL ( oxxo } SWOME 0 N C,4 END ANCHORS END ANCH SEE SHEET 3 SEE SHEET 1 �. PWID(JC P REVlSFD y Dll�fi wlih the t�7or1A� Z u- LWJOB Code z u► AetiePt�aca No L4-I Of�.6t f � o bi !kite ty,►ttias, g � 14 act Coal LEAF'WIDTH 3 -- ► S1DE13TE DOR';'FRAME �WIDTkI � v S SfNGIi +'F7 MAX a DOUBLE (U) 7e MAX W ZZw L �x t cl a M V N tq INSTRUCTIONS: NOTE: GLASS CAPACITIES ON THIS SHEET ARE o o m USE CHARTS AS FOLLOWS. $ 0 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) a c a m a 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM AND FLORIDA BUILDING COMMISSION TABLES ON SHEET 1. DECLARATORY STATEMENT DCA05-DEC-219 M 0 2. SELECT LOWER OF SIDELITE TO DOOR MULLION Engr. JAVAD AHMAD M a CAPACITY FROM TABLE ABOVE. CML a ,p 3, LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY FIA. PE 70592 0 TO ENTIRE SYSTEM. CAN �$� o m v° $ Hat drawing no. W13-01 sheet 4 of 11 � o J � a a. � a c o 0 .F.. 3/16" TEMPERED GLASS 090:4 0 pnp 4. 19 3/8" AIR SPACE ••• ' ' 3/16" ANN. GLASS 3J16" HEAT STREN'D GLASS • g ,;Ra %000: •a ":"• 3/16" ANNEALED GLASS ••�• Q z � 0000• 075" Soflex CP With PET Core .075" Saflex CP With PET Core .075" Saflex CP With PET Core " ' 41 • 0• By 'Eastman Chemical Co: By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' :'�: '• • .-. • • 0.0000 090" Soflex Clear And Color Glass .090" Saflex Clear And Color Glass .090" Soflex Clear And Color Glass - •••••• By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' : N :••••: INTERLAYERS y � IM£RtAYERS .090 Kuroray SentryGlas INTERLAYERS 090" Kuroroy SentryGlos 006 g .•I' • • 090" Kuroro Sent las • •� By 'Kuraray Americo, Inc.' By 'Kuroray America, Inc.' By 'Kuroray Americo, Inc.' u� .090" Kuroroy Butacite PVB .090" Kuraray Butacite PVB 1 .090" Kuraray Butacite PVB a V) By 'Kuraray Americo, Inc.' By 'Kuraray Americo, Inc.' By 'Kuraray America, Inc.' W � 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS z O 3/i6 HEAT STREN'D GLASS i © � SILICONE SILICONE 1- SILICONE PWDt1C f REVI$lEp DOW CORNING 995 DOW CORNING 995 N � DOW CORNING 899 DOW CORNING 899 DOW CORNING 995 =N o GE-1200 GE-1200 DOW CORNING 899 •""'pMM with Me Floda tt? y h rn • z ?. w N GE-1200 ib"kag Code c� s j 0) z L- A�pwte No O N'sCa r� in 14 II ISI \\ t LL- in t U l i CGo" o I! U N cc ` !L J I j XL EDGE SPACER W \ / / oOR 1 ST.. STEEL BY 'CARDINAL' DURASEAL BY 'QUANEX' i, `- SUPER SPACER BY 'QUANEX' § - 28 AT 1/4 POINTS 28 AT 1/4 POINTS 28 AT 1/4 POINTS15 7/16" LAM, GLASSr 7/16" LAM. GLASS g 1" OVERALL 1NSUL. LAM. GLASS ' 6 GLAZING OPTIONS ° D M jjy M d u! uy1 Q 1 O N O o � 99 M1 _ Engri JAVAO AMW U o CML FLA. P # 70592 0 CA 3538 % v u 52015 drawing no. W13- 1 13- sheet 5 of 11 • _ EDGE DIST. TYPICAL ANCHORS EDGE DIST.; iBY WOOD BUCK OR WOOD BUCK U I— SEE ELEVATIONS 5EE OTE SHEET 1 FOR SPACING a WOOD STRUCTURE METAL - CUNIJftM a .. a ' 1 aCONCRETE . a EDGE SEE NOTE SHEET 1 EDGE DIST. STRUCTURE �j1 0 cto �i z o 23 I I I I CO X: �+� a m= O m n m s04 I I I o ` per N mN p� O d ¢p oQ Ir.. l H 1 1 1 t l I2 J �¢ TYPICAL ANCHORS 0 v •el • -� SEE ELEVATIONS i 1p4•• ••••i• qqv�^ I i TYPICAL ANCHORS J FOR SPACING Me SEE ELEVATIONS TYPICAL ANCHORS SEE ELEVATIONS s0• • 0000•• FOR SPACING FOR SPACING +•• ' °� h., • • r-^---^-----^--------�I •• a • • ----•-----------� W �j� •s••0• I;MIAMI—DADE COUNTY APPROVEDrL I ••• a W 704.40 • •0••0 CLIPPED MULLION I I ? g 0 0 -- WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS �I SEE SEPARATE. NOA II ••� •� •+••• i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM li it •' •"•:• L- _-- ------- AND ------AND TRANSFER THEM TO THE BUILDING STRUCTURE. -- "-- - • • • 0000•• 26 TYPICAL ANCHQRS!% SEE ELM FOR SPACING O ••• •� ••• � ••0••• TYPE ` `- '1 J4z ULTjCON BY 'ELCOi (Fu=177,KSIJ Fy=155' KSI)' N I l i LENGTH '1-3/4". SEE ELEVATIONS ANCHORS $ a 1 INTO 2$`l VY00D BUCKS' -R WQOD STRUCTURES FOR SPACING z O O w Ml PENETRA I I INTO WOOD (HEAD/JAMBS}` E a it ii THRU 1BY BUGKS INTQ CONG OR MASONRY o� N _ _ X p o t! I} 1-1 4" M{N EMS INTO Ct}NGRET HEAD/S1LL)' MIN EMBED f1<iTf TIC _OR MASf}IdRY (JAMBS o N M W 110 o a - ' ' DIRECTLY INTO CONC OR MASON �, — o Q li li 1 374• hW EMBED INTO C4NGRETE_ (!iEAE}/SILL)` U o I/4 MSN„ EPABED INTO__COf4b _OR, MASONRY__(JA�1BS) 1ROpuCf REvlSFO II I I 26 TYPE 'C'- 114" DIA TEKS OR SELF D ILLING SCREWS (GRADE 5 CRS) ft& +�►IYe FICA& INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8"� Acer 11 i; INTO METAL STRUCTURES (HEAD/SILL/JAMBS) ome( _ .;U y STEEL '. 1/8" THK. MIN. (Fy = 36 KSI MIN.) SZ,a, j_-� ALUMINUM : 1/8" THK. MIN. 6063-T5 MIN. a o W W I I + I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) cr ~ , 1 1 I I INTO CO��ICRETE ANU MASONRY ' 2-1/2"__MIN. INTO WQQD STRUGTURiri INTO N{ETL STf2UCTUREIiPl34".a NIIN' o �' N w N O N O 21 12 WOOD AT HEAD OR JAMBS SG 0.55 MIN. atoamt> o @\ 3 LILil i iCONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. c _L N C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. M �� Engr: JAVAD AHMAD rt u o ANCHORS MAY BE HEX OR FLAT HEAD, CIVIL 4 FLA PE j 70592 a 1 y CAN. 538 SEALANTS: - o CONC ETE: �: . . • -. a •• a, � $ � TYPICAL ANCHORS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 5 gait EDGE DIST. SEE ELEVATIONS GE SCS2000 SILICONE SEALANT. drawing no. FOR SPACING DOOR DETAILS W13-01 sheet 6 of 1 j U O M 3/8" MAX. 3/8° MAX. SHIM O D SHIM 2 1BY WOOD BUCK `4 z o SEE NOTE SHEET 1 d ACTIVE LEAF O TYPICAL ANCHORS O 21 °dSEE ELEV. d TYPICAL ANCHORS a FOR SPACING 0 SEE ELEV. .. FOR SPACING - - - • • ••••:. • •• :0 .0 60 0 . . �N 0000.. Q Wo .. � 27 .. LL z Uj•:: p 0000. 7 15 7 t 8 ' as aouplyINS W Nl<tk F wt&000 0 Q Z ••.. • O.L. OPG IMNia Cada. 0!1 lu . • 25 2B Attwoott No f 0 .T • • .••0 0• METAL 25A 25B EXTERIOR Eariratiw natt _ 000600, STRUCTURE LEAF WIDTH 3 POINT LOCK rr 6 N :0000: WITH DEAD BOLT 1G , �•�. •.• ll • • � SEE SHEET 9 bi; p •Ca�tral •6 DOOR FRAME WIDTH cy_ pq g o z 0 t7 v o LLJ 3/8" MAX. S ti SHIM o o� 04 o 3/8" MAX.- • 3 POINT LOCK N SHIM 4 WITH DEAD BOLT OR w00p BUCK o CV in 110 CONCAETE • F 2 SEE SHEET 9 FLUSH BOLT SEE NOTE SHEET 1 Z WOOD STRUCTURE O J M OR ~ " w ?r �L MASONRY ACTIVE LEAF INACTIVE LEAF p _ M a 24 16 TYPICAL ANCHORS 22 19 Q U SEE ELEV.' FOR SPACINGitn : 9 4 C�j E� c' f?0 K .4 lE! w .< 7 TYPICAL ANCHORS u a a fin. 7 7 D.L. OPG. 7 VSEE ECFV. w FOR SPACING ., 19 D.L. OPG. EXTERIOR LEAF WIDTH LEAF WIDTH D O N O DOOR FRAME WIDTH M ° Engr: JAVAD AHMAD a M CML o 00 SC0 92 AN 35 o r�i y o 5'o a v` u drawing no. - , _ A 0 61015 W13-01 : �AILs 1-11 sheet 7 of 11 TYPICAL ANCHORS �v SEE ELEVATIONS ;• +:•EDGE'DI5T.7 h . - FOR SPACING I • � M . >CONCRETE . : .CONCRETE., '. OZ J ` Q �^ IL 9 a z O c Q + IL o ? �000 • 0000.. 13 0000 • o 0000•• 000 0000. • 'Q bhp `� : 0 • 300 a ••• 40 . • o o •.•• Z + 0000• { •• CZ9 0000.• •e• 04 W • • 000000 • ^� • • III • •!e e.• :sees: •• 2/I • 26 3/8" MAX. O O •m I II SHltyl a MATING JAMB FASTENERS M I I 5 2 18 FOR LOCATIONS II CONCRETE; 17 SEE DOOR JAMB SPACING � W � OR ON SHEETS 1 & 2 o it MASONRY ' z 00 W II ! < S Lc 0 I I �; N Lo _ a. W w ----- C) Q 1'y iii W a'pp a —_ - - - _- _— ZZW • � U � � Up1 l it N O0_ M Ijl e N VOg II II a _ I 4 2s EXTERIOR II II D.L. OPG. LEAF WIDTH ill q 28 SIDELITE WIDTH DOOR FRAMEWIDTH j� 37" MAX. SINGLE (X) o w 3 72" MAX. DOUBLE (XX) +! FRAME WIDTH o o 41 F V 14V' PICAL ANCHORS a v ' LONG y � � $ a SEE ELEV. LAPPLY SEALANT 'RODtlCrREVF8Eo 3 FOR SPACING BEFORE MATING as compb4o>e with the Fu" bowing Cody Arceptwe No/ -olS�4y N EjNr iohe 4te o DD o �i o NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" MEQ^`` 1�.,.,,a L 12 �thtt C c a m u o O * 13 n _ s = Engr: JAVAD AHMAD N CML FLA PE 70592 c M C.A.N. 538 L8 m � EONCRL'TE. v 1 v u c v ¢ d u a Q. a a iJ HIS drawing no. EDGE DIST, TYPEEIELEVATIONS ANCHORS w g13—Q el1 FOR SPACING � w sheet g of 1 � Q BILL OF MATERIALSM EXTRUSIONS MISCELLANEOUS Z ITEM @ PART No. DESCRIPTION MATERIAL MAW F. REMARKS ITEM #1 CODE I PART Na DESCRIPTION MATERIAL HANUF. REMARKS 0 1 CGI-189 FRMAE HEAD AND SILL 6063-T6 CG! EXTRUDER 21 M18 XC-1947 FRAME GASKET FOAM AMESBURY OR EOUIV �' N 2 CGI-190 FRAME JAMB 6063-T6 CGI EXTRUDER 22 M6 32084 .350 FOAM GASKET FOAM AMESBURY OR EQUIV O 0 cf 3 CG[-196 SIDELITE HEAD AND SILL 6063-T6 CGI EXTRUDER 23 H5 W33321NG .187 x.320 WEATHERSTRIP PILE V/ CENTER FIN VDD ULTRAfAB DR EQUIV 4 CGI-197 FREE STANDING SIDELITE JAMB 6063-T6 CG[EXTRUDER 24 M8 V3332ING .187 X 500 HIGH PILE V'STRIPPING WOOL V/ FIN ULTRAFAB OR EQUIV T7p � 1T� �g LL LL 5 CGI-198 HATING SIDELITE JAMB 6063-T6 CGI EXTRUDER 25 M9 CH-108-B HINGE(4 1/2' X 4') ALUMINUM CGI-CUSTOM �12-24x�Tp/2WFH N(S8� �j • +• 6 C6I-193 PALL TIB'AND BOTTOM RAIL 6063-76. CGI EXTRUDER 25A MIO ABO-US32D HINGE(4 1/2'X 4') BRASS HAGER �c� xTl2 t4c�g . p •• '•'•:• 7 CGI-194 PANEL VERTICAL STILE 6063-76 CGI EXTRUDER 25B Mil A1803-US3 HINGE (4 1/2'X 4') S/S HAGER �li�- x 12V� Ms) •• • q D • 9 CGI-199 SHEAR BLOCK 6063-T6 CGI EXTRUDER 26 M4 CG[-382V GLAZING BEAD BULB VINYL CGI-CUSTON •• • 0 a Q•� fee*:*e•••:• . 12 CGT-191 FRAME HEAD AND SILL CREW COVER 6063-T5 CGI EXTRUDER 27 M7 318'-16 FULLY THREADED ROD - SECURED WITH 3/8' HEX NUT ZINC PLATED •• ' 0 •••• 13 CGI-192 FRAME HEAD AND SILL SLANTED SCREW COVER 6063-T5 CGI EXTRUDER 28 - SETTING BLOCK(2 PER LITE) EPDM DUROMETER 80±5 SHORE h• Q •g� •.••. 14 CGI-121 7/16'GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER •• V' Z 0— a • • 14A CGI-123 V GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER •••. .Q ( •� ••••e' 15 CGI-200 SHEAR BLOCK PLATE 6063-T6 CGI EXTRUDER NOTE' ITEM NUMBERS 8 10 & 11 ARE NOT USED .••• •. 16 CGI-195 ASTRAGAL 6063-75 CGI EXTRUDER • ....•• 17 CGI-508 SCREW COVER 6053-75 CGI EXTRUDER • Of • • .! 00 '.� LOCKING HARDWARE PART Na DESCRIPTION MATERIAL HANUF, REMARKS CGI-4503PL 3 POINT LOCK ASSEMBLY (ACTIVE LEAF) CGI-CUSTON USED BY ALL OPTIONS `n M CGI-1204 FLUSHBOLT ASSEMBLY (INACTIVE LEAF) CGI-CUSTOM USED BY ALL OPTIONS Z 0 Lu OPTION 1 5455 PASS ACTIVE LEVER (ACTIVE LEAF) BALDWIN ' aLim 5455 FD DUMMY LEVER (INACTIVE LEAF) BALDWIN OPTIONAL m 8231 DEADBDLT (ACTIVE LEAF) BALDWIN OPTION 2 JD60 DEADBOLT (ACTIVE LEAF) DEXTER BY SCH, 3:: N j JIG TOR605 ACTIVE LEVER(ACTIVE LEAF) DEXTER BY SCK � J10 IOR605 DUMMY LEVER (INACTIVE LEAF) DEXTER BY SCH, OPTIONAL Z_ ZLL- OPTION 3 DB2410 DEADBOLT (ACTIVE LEAF) COPPER CREEK PRODLICCIZpVOg� �, 0 BL2220 ACTIVE LEVER (ACTIVE LEAF) COPPER CREEK t°� `ut with!!ie i'7 ma �_ O BL22% DUMMY LEVER (INACTIVE LEAF) COPPER CREEK OPTIONAL haidIpg C� p; U` 0 Q � Aa�tepta�ce IVo � Q .CJ y/ T`fi U � � r- 1£iriraN,,,NN M'uTd co.b i SCREWS o �^ ITEM t PART Na DESCRIPTION REMARKS a 18 8 14 X 3/4' HEX HEAD TEKS - MULLION ATTACHMENT 19 A 6 X 1/2' PAN HEAD SHS - ASTRAGAL ATTACHMENT 12' FROM ENDS6 IL N a 20 9 10 X 11/4' PH SNS - ASSEMBLY 3 PER CORNER 0 °z z n v O p i7ry N�t 7 0 0 0 0 V 0 4 OO U !2 Engr: JAVAD AHMAD CML FIA PE t 70592 p CAN. 538 «gym d $ v` u drawing no. W1 3-01 sheet 9 of 11 U M 0 ul Ni Solt — "" 4 Assembly Bolt Assembly o. a G 0 0 Q Linkage Assy. o l.'mkage Assy. r•••• vq 00 111{ • ! l •••� .0 Q 1• .•.... Rod ' Rod i i •••• • s • 1 n • Bolt • • e•e•ee Housing • • i e•.•• • • • o #10 x 3/4'PH SMS •• eH e e•• M o •wn Flushbolt 1 TIP a � 0 W M 5 Connection Wheel ConnectionWheel - -..`` Keyed l .-- to �� up1s Cyiinder/Oeadbolt _ _ Cylinder Deodbolt Assy. /8 x 1/2" PH MS N M I y Tailpiece d _ -j ° fi7 FRODUC C REVISED EzE Z z� ---- as tmpb*wllh tiie Moral6 � Ln O bowleg Cade. "' p Keyed Aeeep"m No/Y_LOIS--# M � Cylinder GaptreRiwe D•tt' U F Tailpiece Flushbolt Activator N1t'W to*twed Colby Wheel Clips o vt Wheel Clips O " W TOP SECTION SHOWN � � y IS (BOTTOM SIMILAR) C: N i 1 ® a o bi u i Flushbolts (inactive Panel) P i Z Z III I Top & Bottom N o �o � � v 1 0 6 c a m o ' o Engr: JAVAD AHMAD 0 0 CML FLA. PE # CAN. 2 0 CN. 53 m 61 v° v d 0 5 drawing no. CGI CUSTOM W13-01 3-POINT LOCK sheet g,1of - 3.825 1.788 U � Es � .125 o .750 I 062 1.625 Z r-i 1.590 .080 1 Q0 �1.587--44.495 ~ 0. 5.500 0 O U t2 IL DOOR FRAME HEAD/SILL FRAME COVER old 3.825 1.587 : • p „ •• 0000'• 00 2.458 0000 Z 0. Q•�0 •0.00• 1.410 ham-- ...: o S E• • • 1.625 000000 1.625 .062 '... 04 W of • • • G) ..... TOP & BOTTOM RAIL •••• • ' 2 5.500 • • i3 SILL COVER ••• 0 ••• F 6.438 0 .075 ',,• • .080 0 0 N •..•.• • 01 .465 1.828 N 1.440 M Opw .075 1.063 4.495 5 � o � S 1.755 O HINGE & LOCK STILE r' U? up1i O C,4;; 3 � U M rn _ SIDELITE TOP & BOTTOM FRAME 17 SIDELITE JAMB COVER Z z-J Lt- N O M .326 w_ Q 070 1.500 .185 .805 .245 .625 PRODUC t REVISED `� b+�idle�✓ with tk,F 1.622 .115 A� eNo -A0/r:o 1.060 t ata J 15 1M►1w1 mid. C-4 ° o �+ 16 41 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE c V a a 1.810 °' g W z 3.005 .675 1.125 2.000 1.061 -` • 1 M � � � .995 .050 0 � o c61v :°- o 120 1.462 .090 04 .250 o b o S .080 080 1.184 a m v o 14 4.000 4.004 075 'f20 4.000 GLASS STOP (LAM. GLASS) file Engr: JAVAD AHMAD r� u o_ 500 .125 .070 T 5 120 FLA. PEAL 70592 .120-1 2.388 �� 1.465 1.465 CAN. 38 .�___420 d ° 1I` iI .995 .050 �I 1.2-253.874 M- drawing no. O O 14 1.184 W13-01 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheet 10 of 11 Q 20 20 U ASSEMBLY FASTENERS TO BE INSTALLED ASSEMBLY FASTENERS TO BE INSTALLED / PRIOR TO JOINING MATING JAMBS / Z PRIOR TO JOINING MATING JAMBS 40 LL 6ghi16• 6666;• 0 IL •� • 6666 d Q0� ei 6666•• I I 66666 0 ar h—• • • I I �pp{!; tb 6666•• I j ••• ///q� �SO]Q•�� • • j 6666 i; Z . 0 ••:000 j ••;• •J 6666• Za ....;. 6600 • • • ...... .-. 0.6.6• I I • = • • • • • I I �y ••006• •• asp60• • • HOLE CAP--- I ACCESS HOLE i 2 •••I MATING JAMB I 0 roi FASTENERS I 5 5 I SEE SHEET 8 I FOR DETAIL ! !�, U) 01 04 W SIDELITE JAMB CORNER SIDEL ITE MATING JAMB CORNER y o DOOR FRAME TOP & BOTTOM CORNER TOP & BOTTOM TOP & BOTTOM 15 IA-� bill ooenm NiE— iE ? z 2 p O ONp1f .�— eOepp 27 M _ Eng►: JAVAD AHMAD CIVIL FLA PE # 7 592 o M CAN. 35 (� drawing no. LEAF TOP & 00TTOM CORNER W13-01 sheet 11 of 1 11000 .125 k„ .It, 250"HTYP 4� I� OLE Irn .525 1Z n z u 125 2.000 0 Q 2.000 i� 3 2G TYPICAL 3. 4.000 i! GLAZING PRODUCT O 34 3' L-2.000-A - IS R .332 IN\4 Spa 1,000 Q �{ �!•• Sx = .332 IN\3 CLIP ANGLE MSN. o �N•• ••••;• 6063-T6 • • 0 • • 1X2 UM LLION � � ••a• 49iS n g• i :•••i: 6063-76 2.000 1 ••' a y�0 -J i • •••• -r.125 6.000 ••� •.�••• �1.000��.125 � ��.. • ••••• 2.000 3,000 .000 •• Q z � r� •••••• 3' 3' :�• • to �l F• •��•i• 2,000 ••..•• 125 : • C4 .••••• 4.000 'W' DIMENSION -- --- -- ------ •• • •••� � • • s.000 125 MULLIdNS CONTAINING n��CAL GLAZING PRt3DUCTS • MULLION 'W' - IN. h0I21 + NTAL 9 TICAL) a 2" 1'688 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING o +u 3" 2.688 0 41 3.688 MULU0N SY - 1S.7 ATE1) FUR LARGE MISSILE IMPACT O ,r1 6 .688 1 AND CANBE V►T11 ALL MIAMI COUMY_APPI2QVEIT to © til Ix IMPACT AND „ PAeT RESISTANT PRODUCTS �_ .9502 IN\4 - _ ._ _ . _ 0 'd �N o Sx .6335 w\3 ~ IS = 2.9762 INV ¢ Sx = 1.4881 IN\3 .715 iV M `� RECTANGULAR ALUMINUM TUBE MULLIONS ``' n, 3 7}C3�Mt11_l 1�N z z z� 6063-T6 2X4 MULLION USING MULLION PROPERTIES ONLY 0 3 0 6063-76I F NOTES; 1.875 .125 THIS PRODUCT HAS BEEN UES1614 AND TESTED Tt} COMPLY WIT14 THE! F 2.000 125 REQUIREMENTS OF THE FLORIDA BUILDING,ff?DE ,:14iGH 1/Et QGkTl� HURRICANE ZONE ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER —4 000 INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o a �1.0001 LOADS TO THE STRUCTURE. G N N I�.125 MULLION CLIP FOR 1 BY TUBES ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT o o CGI--383 TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.), L 6063-T6 ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS N ARE NOT PART OF THIS APPROVAL z ' a 125 6.000 1,700 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT cv � COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE O n N 4,000 .125 INSTRUCTIONS; REQUIREMENTS OF THE FLORIDA BLDG. CODE. } o N o USE CHARTS AND GRAPHS AS FOLLOWS. i c w a 0 2.000 ,125 STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 w FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING mrd IAVAD AHMAO CTREVISED n o STEP 2 CML aass complying%vllh the Florida N ABOVE LOAD REQUIREMENTS. FLA. P 70592 Building Code T TEP 3 USE CONNECTION TO MULLION AS PER PRODUCT CAN. Acceptance No 1 Zo.08 4.000 APPROVAL. r Expiration Date Tx Ix = 2.0374 IN\4 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH Sx = 1.0187 IN\3 Ix = 8.2757 IN\4 ( DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED JV ZQ�FJ Mian' adoProdact Sx = 2.7586 w\3 IN STEP 1 ABOVE. drawing no. MULLION CLIP FOR 2BY TUBES 5 USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS M95-13A 1 X4 MULL10N' 2X6 MULLION STEP_ ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING e CGI-395 S6063-T6 6063-T6 6063-T6 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. sheet 1 of 5 MULLION LOAD CHART m MULLION LOAD CHART MULLION LOAD _ _ (� -�+ 1'x2"xL/B" ALUM. TUBE -�+ 1x3x1/B ALUM. TUBE Lx4x1/8 ALUM. TUBE NO STEEL CGI1X2 NO STEEL CGI1X3 NO STEEL CGI1X4 VERTICAL °f 3B- /e" MULLION % .. GLAZING GLAZING 0 _o o z 3 m PRODUCT PRODUCT a r H_ B- o 38-3/8" MU SPAN Wl W2 • 0 • • •.•..• RLL LL . ONS 4P _ •.•• Iyj • •. V • • ARCHES TO BE INSCRIBED 0 Q G G tq @ ® fe INSIDE RECTANGULAR SHAPE00 ••• �O/y/ °� !K ••...e it HORIZONTAL MUWOM W �t yl al •...•• tAtp N!4 (flip \64- •.• . • •.•.•• LLI • GLAZING ZZ • • ,74-1/4- MUL Sto tQ - PRODUCT �� • •... •••••• NN ,p • • . • • OR u�l uL°i GLAZING GLAZING m \74-1,14- PRODUCT PRODUCT r^ 4 � 1 H" to Q w 1. MULLION sPAN z lx 20 26 30 36 40 45 TRIBUTARY60 55 WIDTH 69 65 INCHES 70 75 80 66 20 26 30 35 TRIBUTARY46 6WIDTH bINCHES 70 75 80 85 20 25 30 35 TRIBUTARY 40 45 6WIDTH O 56 6INCHES 70 76 80 85 �` F •� tjr" 0 Ln MULLION LOAD CHART MULLION LOAD CHART 3:: C4 �+ 2x4x1/8 ALUM. TUBE 2x6x1/a ALUM. TUBE TYPICAL MULLION ARRANGEMENTS z .. NO STEEL CGI2X4 0- a' NO STEEL CGI2X6 p . O M m 66 74- /4- WIDTH (W) = Wt + w2ry o :: r` 2 U m m a IDt� 84 MU LSAN = _ .r 63 .i w rn v�1 aS �3 to CL a� � � 0 � 'C 040 too 000- JOm r�m lil NOTE. U O K N h 74 L/4 o MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 9 $ VERTICALLY OR HORIZONTALLY. A W LL t7 (INTERPOLATION BETWEEN WIDTHS ALLOWED) 07 1 rda � m Engr: JAVAD AHMAD PRODUCT REVISED p o in N FLA ESL 70592 as complying with the Florida I 84 C Building Code 2H" 12H Acceptance No 1 S' �'OB 8 L08" Fix iralton Date 2Q� g a 46" MUL SP a f` _ U B 32" ` 2$ ��i� Mial Dade product drawing no. M 144 132 MULLIONS �. M95--13A 20 25 30 60 35 40 45 60 55 65 70 7S 80 85 20 26 38 35 40 45 50 55 60 65 70 75 8085 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES sheet 2 of 5 monsoons IM10161411511 monsoons 113 mmmalle long WIN2133111111 1312111111 1 MON11111111mm monalsommons stellessommon INNIN 191 rl MINEM11111110 IN111111, BEEN NNIX1911111111 MIN11 111hh" m 111133121 MIN1411 V110101111 ' 1111111011111 I RM 100 X 10 111 11111112NE a NS 11101011 111111V41, 1701 'j" 510311110111 1110015"Hill I Immki' ll 111,1111011 m 1117 11111 I'm I I 1111116sla I I ME 114"Of I I I a I 114'..-I aq... IIIlSml 11113551513M mmollam 1 1100211132111 ........... - ------------------------------------- A 01 Ln 0 a LLI son 1 " Ill mossommons mansellons 0111111111111111 NININNIMMIll I'm 1 Zz 0 L Nalls, m. Nilson emsellsollsom INNI 3011,11101 20:55i a Iffill 11111 liffill k"1110111 occ&NNINEENEEN INNNNIM"Almill I T ' elloolosells 5311111111011 1115311NIM- 111 kql'L4%l§l I I l III one a-------------------- ING Z L vERTICAL PFiOODUCT MULLION GLAZING GLAZING PRODUCT PRODUCT -A a CIVIL FLA. PE 07 GLAZING C . -3 PRODUCT CLIP ANCHORS W2 no, F2;4 Zt Ule%M I lk 0, JUL 4ftU I 3/4" 0 ULTRACON 4 °' .10 a t�BTCH'WOOD BUCK 1/ ANGLE .1/4" 0 ULTRACON .Tp ACCOMODATE 2 X 2 X 1/8" 2 X 2 X 1/8" ° 2/ ANGLE -CLIP,ANGLE TO MASONRY 0 0 ALUM ANGLE ° ALUM ANGLE e n n n V. O < 2X2X1GLE # 14 S.M.S. ��, � 14 S.M.S. --� ALUM ANGLE ' 2/ ANGLE 2/ ANGLE 4-0 0 14 S.M.S. p ° 3/ ANGLE a ---C�w- -- p ----C--- o �+ Q W '4 :m • -_-C--- -- ° .4 ----E--- -- T. - o S 8" MIN. EMBED o h a' 0 ULTRACON p �: . -2/ ANGLE $ r a• •�/ , •d' �••• �/ 43�� • 000:0• 0 ,y • MULLION MULLION a •••• �' S �• i :00 •••i• • to a ' MULLION4 '4 ' 0000 �r ZZ-alli••••i ° CONCRETE OR ••• Ti ••:000••0 r«llnlNM lnr NASONRY BLOCKS •••• ••••• 1BY OR 28Y 1 B OR 2BY 0000 • •000.0 WOOD BUCK W000 BUCK :90:1 • • a •0 -MULLION 4' MUL UON • a 0 • • •� 0000•• 0 . . . 4 2 X 2 X 1/8" °•• 2X2X 1/0ALUM ANGALUM ANGLE '. -Oa ••••• LE 2-5/8" LONG 2-5/8' LONG MULLION 2 ALUM XANG00 LE . ••• w i 0 • a 4 3-5/8' LONG •;n a {{.... I I ------ _ Q WW I a I V ' I — — t/) C7 t'' N o z g OZ Z Z 12 -1---- - - ` --- --- -- I "j O in 4 O i O 1.500 " 1.500 d MAX. 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL 1,500 MAX. a � 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS o is N CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1 )(2" TUBE MULL fL MULUON t 3 SCREWS PER SIDE REQUIRED FOR o a 4" & 6" TUBE MULLIONS Z 2 X 2 X 1/8" { ALUM ANGLE I I i # 14 S.M.S. c ---------- m t r -i I 2/ ANGLE °n N °� N K i j o �' 90 t � 2.000 I t yo j MIN. I I NOTCH ANGLES TO L I I MISS MARBLE SILL I 1 I OR TRIM 81 II I I Engr. JAYAD AHMAO ! v CML PRODUCT REVISED PE 70592 as complying wilh the Florida ► s j FLA.4 e C N. BuildingCode A 44 4r . .e e Acceptance No 4 �+ io i :c �' ,- }x iratian Date pl8 5 vJac ......... 4 .. . -, 's ' � By drawing no.' °PRECAST CONC.° $ I e UL 2 8 20 "am' do Pmdu A 4 SILL' 1/4" DIA ULTRACON M95-13A 1/ ANGLE Sheet[ 4 of 5 A . . m . . 3/4" 0 ULTRACON ° 1/ ANGLE n T11AC ACCOWOODMODATE BUCK • i/4" 0 ULTRACON .TO ACCOMODATE z � MULLION CUP MULLION A::z •. 2/ ANGLE :CLIP':ANGLE Tp MASONRY ty v 4 MULLION CUP kra. rn v 4 +D :4, a a Lr 00 --^ -_ --- s _--- ULTRACON Ul ° a . .__ ._ �• n (� -- a,' 1�sja" MIN. EMBED O' Z �/ ANGLE M � O � *�a •f•••f . A ao a MULLION � •e f i �r �#�f :••f f MULLION _ f•f• a :.+ :•f••� • a, MULLION •a •°• • � ��• f ;v ••• •fffe CQNCRETE OR •••• f•.•• NASONRY BLOCKS ••�• • •••••• 1BY OR 2BY 18Y OR 2BY •••• • f rn �• WOOD BUCK WOOD- BUCK i • • •'� of••i• MULLION MULLION L� ••••f M • • t1 • • A a • •� rn ffff•f MULLION G • a • '4 pz � v 4 O I I ----i i----- a LLI 1 1 a { 1 �• l i Z 0 4 C4 Oo 1 l I I I I Q I I I 1 1 Z 4 I I M v O a l l .prM tl� I I C In _---L1--�-- .t L1----- 'ad I I d fq ___. I I 3 r a s I I v I I _ d ----L +_---- W °•Q • C I I 0. MULLION I o 1 I � I I � I I 1 I I I I I I I c o I -------- t .2 � n 0 ----------------- L 0 t� NOTCH cups To SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO MISS MARBLE SILL � OR TRIM 1 BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CLIPS En4ro JAVAD AHMAD PRODUCT REVISED ° o CML complying�vitlh the Florida 1 FLA PE 70592 •a° 4' a .AN 53B Building Code a a° ' °' - AcceptanceNo� 04xD m a 1 v ,4 a BxpiratiOn Date 01$ $ .4 •PRECAST CONC° a \'$ I ° / Mism' ado Product Con6r drawing no. 6 SILL •. a i/a/e AMIn�iLTER'Me o t M95-13A 1/ ANGLE JU 2 2d1� sheet 4,1 of $ Z � z 0 � Ld 90 a " ACCESS HOLE #14 X 1/2" S.M.S. V WOOD BUCKS AND METAL STRUCTURE NOT 13Y CGI WDW. SEE CHART FOR QUANTITIES TUBE MULLION MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ------------- -------------- • A' a1J ha •••s:• EANCHOR N0. OF '••' Q� f� RT SCREWS a 411 • TYPICAL ANCHORS: SEE ELEV. FOR SPACING & D 2 B 3TYPE A— 1/4" DIA. U�.TRACON BY 'ELCO' (Fun177 KSI, Fy=155 KSI) C 4 ••• z IOU v ''• �' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES r-- —1 1-1/2" MIN. PENETRATION INTO WOOD I j "�' +�•�• • THRU 1 BY BUCKS INTO CONCRETE TMS SCREW CAN BE 1 I #14 X 3/4 FH SMS ••,• * III 04 f• 1-1/4" MIN EMBED INTO CONCRETE INSTALLED IN EITHER 1 1 PER CLIP AT 1X2 & 1X3 MULUO?I 't!l ;•••;2 *see** ___ _. _._ DIRECTION Ih . I 2 PER CUP AT LARGER MULLIONS • « TYPE `B'-1 4 A�L�,& (Now! ><il. Fy=155 KSE� �b I _ , M DIRECTLY', INTO"W40 1-} 2� MIN.,EMiBEO,�_INT4 CONCRETE; MULLION ©Z 1/8" THICK ALUM CHANNEL j 1BY OR 2BY TUBES ¢ O TYPE 'BH'— _1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) LENGTH TO FIT SNUG I I INTO MULLION I I DIRECTLY INTO HOLLOW BLOCKS O •'t3 N o 1-1/4" MIN. EMBED INTO MASONRY ¢ N r THRU 1 BY BUCKS INTO MASONRY ' N in A 1-1/4" MIN. EMBED INTO MASONRY ANCHORS DETAIL #1 w � zJ '� z Z tL „ , METAL TO METAL CONNECTION O $ 0--: TYPE BF'— ,]/4 p]A. ULTRACON BY ELCO (Fu-177 KSI, Fy=155 KSI) 0 �. DIRECTLY INTO FILLED BLOCKS t-a 1-3/4" MIN. EMBED INTO MASONRY THRU 1BY BUCKS INTO MASONRY 1--1/4" MIN. EMBED INTO MASONRY TYPICAL EDGE DISTANCE m v o INTO CONCRETE AND MASONRY = 2-1/2" MIN. B N " INTO WOOD STRUCTURE = 1" MIN. °g a INTO METAL STRUCTURE = 1/2" MIN. v J a WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN. C O H N ppp N '� Engr: JAYAD AHMAD PRODUCT REVISED o CML as complying with the Florida I FLA. PE 1 70592 Building Code C'4UL N' Acceptance Lr No IrJ-042o.08 ` pirationDate,— v i4AyMi DCaade Product ttydrawing no. M95-13Asheet 5 of 5